4116_WIHighpointCDLF_CQARpt_PH1_PartialClosure_DIN28690_20171016

October 16, 2017

Mr. Ming-Tai Chao, P.E.
Environmental Engineer
NCDENR Division of Waste Management
217 W. Jones Street
Raleigh, North Carolina

RE: Construction Quality Assurance Report
WI High Point C&D Landfill (Closure Event No. 1)
Solid Waste Permit No. 41-16
Raleigh, North Carolina

Dear Ming:

On behalf of WI High Point Landfill, LLC, Smith Gardner, Inc. (S+G) would like to submit for
your review the enclosed Construction Quality Assurance (CQA) Report (one(1) hard copy and
one (1) electronic) for Closure Event No. 1 at the WI High Point C&D Landfill. We have also
adjusted the attached financial assurance based on the 10.7-acre closure event.

Should you have any questions to require clarification, please contact us at [phone] or
by email below.

Sincerely,
SMITH GARDNER, INC.

W. Michael Brinchek, P.E. Patrick Brownson, E.I.
Senior Project Manager, ext. 128 Staff Engineer, ext. 307
[e-mail] [e-mail]

Attachments: Financial Assurance – WI High Point C&D Landfill
Enclosure: CQA Report – Closure Event No. 1

cc: Seth Heath, Waste Industries USA, Inc.
David Pepper, Waste Industries USA, Inc.
Jim Poole, Insure-NC
DocuSign Envelope ID: F21E79DF-DDEB-4899-8125-42567F574F97

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DATE:05-Oct-17
BY:WMB
WI High Point Landfill, LLC (NC Solid Waste Permit No. 41-16)
Engineer's Closure Construction Cost Estimate
Item Item Contractor
No.Description Unit Quantity Unit Price Total Price Comments
Closure Area (Horizontal Plan) ---->AC 16.2
1.0 Pre-Construction Subtotal $23,100.00
1.1 Construction Documents & Bidding AC 16 $10k + $500/AC $23,100.00 S+G Estimate
2.0 Construction $727,056.00 Reference 1
2.1 Surveys and Layout AC 16 $250.00 $4,050.00 S+G Historical Estimate
2.2 Mobilization AC 16 $2,000.00 $32,400.00 ~4% of Construction Cost
2.3 Site Preparation (repairs to intermediate cover layer)AC 16 $1,000.00 $16,200.00 Assumed estimate for repair of erosion rills.
2.4 18" On-site Low Permeability Soil CY 39,204 $8.00 $313,632.00 S+G Historical Estimate
2.5 18" Vegetative Support Layer CY 39,204 $3.50 $137,214.00 S+G Historical Estimate
2.6 Landfill Gas Venting System AC 16 $3,500.00 $56,700.00 S+G Historical Estimate
2.7 Cap Drainage Structures (berms, piping, etc.)AC 16 $7,500.00 $121,500.00 S+G Historical Estimate
2.8 Erosion & Sediment Control (grading, silt fence, maintenance, etc.)AC 16 $800.00 $12,960.00 S+G Historical Estimate
2.9 Revegetation AC 16 $2,000.00 $32,400.00 S+G Historical Estimate
3.0 Quality Assurance, Certification, & Deed Notation $99,770.00
3.1 Field Monitoring AC 16 $3,000.00 $48,600.00 S+G Estimate
3.2 Laboratory Testing AC 16 $2,500.00 $40,500.00 S+G Estimate
3.3 Engineering Certification AC 16 $5k + $250/AC $9,050.00 S+G Estimate
3.4 Surveying and Deed Notation AC 16 $100.00 $1,620.00 S+G Historical Estimate
4.0 Miscellaneous Costs to Close $20,250.00
4.1 Erosion and Stormwater Control (outside landfill footprint)AC 16 $1,000.00 $16,200.00 S+G Historical Estimate
4.2 Engineering and Reporting AC 16 $250.00 $4,050.00 S+G Historical Estimate
5.0 Total Closure Costs
Construction Estimate ----->$870,176 (2017$)
Cost per Acre ---->$53,715
Total Estimate ---->$870,176 (2017$) (See Notes 1 & 2)
Notes:
1.  Costs are presented in current dollars and should be increased at an inflation rate prescribed by the NCDEQ Division of Waste Management per http://portal.ncdenr.org/web/wm/sw/financialassurance
     if additional review is not performed annually.
2. This ESTIMATE has been prepared for financial assurance purposes only and shall not be considered a replacement for an actual bid from a licensed contractor and is considered acceptable
within a +/- 10% of the Total Estimate value.
References:
1. Approved WCA of High Point C&D Landfill - Permit to Construct Application prepared by Smith Gardner, Inc dated January 2016.
2. Final Cover Event No. 1 CQA Report prepared by Smith Gardner, Inc. for 10.7 acres of closure, dated October 16, 2017.
Denotes values calculated in spreadsheet.
2 of 2 Financial Assurance_2017 (Revised for Cap Event No. 1).xls
DATE:05-Oct-17
BY:WMB
WI High Point Landfill, LLC (NC Solid Waste Permit No. 41-16)
Engineer's Post Closure Cost Estimate
Item Quantity Unit Comments
Groundwater Monitoring
Monitoring wells 11 wells Reference 1
Surface water point 4 points Reference 1
Sampling frequency 2 events Reference 1
Field sampling, collection, and shipping.$2,500 per event S+G estimate
Laboratory Analysis $200 per well S+G estimate
Data review, statistics, and reporting $3,000 per event S+G estimate
Maintenance and repair $100 per well S+G estimate
Subtotal Cost $18,100 per year
Landfill Gas Management
Control System Vents 0 vents Pro-rated @ one (1) per two (2) acres
Sub-Surface Perimeter Monitoring Probes 5 probes Per Ref. 2
Control system monitoring, maintenance and repair $200 per vent per year S+G estimate
Semi-Annual Perimeter Monitoring $250 per probe per year S+G estimate
Subtotal Cost $1,250 per year Averaged over post-closure period
Final Cover Management
Area of maintenance 26.9 acres Extends to area immediately around landfill.Mowing $100 per acre S+G estimate
Erosion and sediment control maintenance $200 per acre S+G estimate
Topdressing (seed & fertilizer)$150 per acre S+G estimate
Vector and rodent control $10 per acre S+G estimate
Maintenance Mobilization $1,000 per year S+G estimate
Subtotal Cost $13,374 per year
Administration, Inspections, and Reporting
Administration and record keeping $1,000 per year S+G estimate
Inspection $1,000 per year S+G estimate
Miscellaneous engineering $2,000 per year S+G estimate
Subtotal Cost $4,000 per year
Subtotal Post-Closure Costs
Estimated Average Annual Costs $36,724 per year (2017$)
Number of Years for Post-Closure 30 years
Cost per Acre $1,365.20 per year
Subtotal Post Closure Costs $1,101,720 (2017$) (See Notes 1 & 2)
Potential Assessment and Corrective (Remedial) Action
Minimum amount required by NCDENR Division of Waste Management $1,000,000 lump sum Regulatory requirement (Session Law 2011-262)
Subtotal Remedial Cost $1,000,000 lump sum
Total Post Closure and Remedial Costs $2,101,720 (2017$) (See Notes 1 & 2)
Total Closure, Post Closure, and Remedial Costs $2,971,896 (2017$) (See Notes 1 & 2)
Notes:
1.  Costs are presented in current dollars and should be increased at an inflation rate prescribed by the NCDEQ Division of Waste Management
per http://portal.ncdenr.org/web/wm/sw/financialassurance if additional review is not performed annually.
2. This ESTIMATE has been prepared for financial assurance purposes only and shall not be considered a replacement for an actual bid from a licensed contractor and is considered acceptable
within a +/- 10% of the Total Estimate value.
References:
1. WCA of High Point C&D Landfill Design Hydrogeologic Report by Smith Gardner, Inc. dated May 2016.
2. WCA of High Point C&D Landfill Operations Plan by Smith Gardner, Inc. dated May 2016.
Denotes values calculated in spreadsheet.

Construction Quality Assurance Report

Cap Event No. 1 Construction
WI High Point C&D Landfill

Prepared for:

WI High Point Landfill, LLC
(A Wholly-Owned Subsidiary of Waste Industries USA, Inc.)
Jamestown, North Carolina

October 2017

Prepared by:

© 2017 Smith Gardner, Inc.
This document is intended for the sole use of the client for which it was prepared and
for the purpose agreed upon by the client and Smith Gardner, Inc.
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Construction Quality Assurance Report

Cap Event No.1 Construction
WI High Point C&D Landfill
Jamestown, North Carolina

Prepared For:
WI High Point Landfill, LLC
(a wholly-owned subsidiary of Waste Industries USA, Inc.)
Jamestown, North Carolina

S+G Project No. WIHIGHPOINT-17-1

October 2017

Patrick Brownson, E.I.
Staff Engineer

W. Michael Brinchek, P.E.
Senior Project Manager
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10/16/2017
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WI High Point – Cap Event No. 1 Construction Construction Quality Assurance Report
October 2017 Table of Contents Page i
Closure Event No. 1 Construction
WI High Point Landfill, LLC

Construction Quality Assurance Report

Table of Contents
Page

1.0 OVERVIEW ........................................................................................................................... 2
2.0 PROJECT DESCRIPTION ..................................................................................................... 2
2.1 General ...................................................................................................................... 2
2.2 Reference Documents ............................................................................................... 2
2.3 Project Participants ................................................................................................... 3
2.3.1 Owner ............................................................................................................ 3
2.3.2 Engineer/CQA Engineer ................................................................................ 3
2.3.3 CQA Testing - Earthwork & Construction Monitoring ................................. 3
2.3.4 Contractor ..................................................................................................... 4
2.3.5 Owner’s Surveyor .......................................................................................... 4
3.0 SUMMARY OF CONSTRUCTION ACTIVITIES ....................................................................... 4
3.1 Site Preparation......................................................................................................... 4
3.2 Landfill Gas Vents ...................................................................................................... 4
3.3 Erosion and Sedimentation Control Measures ........................................................ 4
3.4 Final Cover ................................................................................................................. 5
4.0 CQA PROGRAM ................................................................................................................... 5
4.1 Scope of Services ...................................................................................................... 5
5.0 FINAL COVER CQA .............................................................................................................. 5
5.1 Material Approval ...................................................................................................... 5
5.2 Material Control Testing ........................................................................................... 6
5.3 Final Cover Depth Check ........................................................................................... 6
6.0 RECORD DRAWINGS ........................................................................................................... 6
7.0 PROJECT CERTIFICATION .................................................................................................. 7

TABLES
Table 1 Summary of Material Control and Record Tests – Vegetative Soil

APPENDICES
Appendix A Reference Documents (Permits)
Appendix B Photographic Log
Appendix C Meeting Minutes
Appendix D Vegetative Cover Soil Control Tests
Appendix E Vegetative Cover Soil Record Tests
Appendix F Final Cover Record Survey
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WI High Point – Cap Event No. 1 Construction Construction Quality Assurance Report
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1.0 OVERVIEW
This Construction Quality Assurance (CQA) Report has been prepared to document the CQA
activities performed during the Cap Event No.1 Construction of the WI Highpoint Construction
and Demolition (C&D) Landfill (landfill). The landfill facility is located on 5830 Riverdale Road in
Jamestown, North Carolina and is owned and operated by WI High Point, LLC under North
Carolina Solid Waste Permit No. 41-16.

2.0 PROJECT DESCRIPTION
2.1 General
Cap Event No. 1 is a 10.7 acre closure area of the existing C&D landfill. The construction
documents were prepared by Smith Gardner, Inc. (S+G). The final cover was installed
using soils obtained from on-site sources located within the limits of the facility. In
addition to the cover, the Cap Event No. 1 design includes associated side slope swales
and erosion and sedimentation control (E&SC) measures.

2.2 Reference Documents
Closure Event No. 1 was constructed in accordance with the following documents :

Permit To Construct – WI High Point Landfill, LLC C&D Landfill - Phase 3 (DIN
26907):
Approval for construction of Phase 3 issued by NCDENR-DWM on January 9,
2017 (copy provided in Appendix A).

Notification of Intent to Close (DIN 27725):
Notification by S+G on behalf of Waste Industries to NCDEQ-DWM for the partial
closure of 10.7 acres of the landfill identified as Cap Event 1A and Cap Event 1B
on May 11, 2017 (copy provided in Appendix A).

Erosion and Sedimentation Control Plan for WI High Point Landfill, LLC C&D
Landfill – Phase 3, submitted by Smith Gardner, Inc., May 2016, to update
previous permits, as follows:

• Land-Disturbing Permit # 2151 submitted by Smith Gardner, Inc., May
2016. Approved by the City of High Point Engineering Services
Department on April 12, 2017 (copy provided in Appendix A)

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2.3 Project Participants
The following parties were involved in the construction and CQA of Closure Event No. 1:

2.3.1 Owner
WI High Point Landfill, LLC
5830 Riverdale Drive
High Point, North Carolina 27282
Phone: [phone]

Contact: Seth Heath

2.3.2 Engineer/CQA Engineer
Smith Gardner, Inc. (S+G)
14 N. Boylan Ave.
Raleigh, NC 27603
Phone: [phone]
Fax: [phone]

Contacts: W. Michael Brinchek, P.E., Senior Project Manager
Patrick D. Brownson, E.I., Staff Engineer

2.3.3 CQA Testing - Earthwork & Construction Monitoring
Geotechnics
2200 Westinghouse Blvd., Suite 103
Raleigh, NC 27604
Phone: [phone]
Fax: [phone]

Contacts: Michael Smith, Regional Manager
Jeremy Shaw, Field Technician

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2.3.4 Contractor
Baxter Johnson Contracting (BJC)
PO Box 33343
Raleigh, NC 27636
Phone: [phone]

Contacts: Brady Johnson, President
Brad Murray, Site Superintendent

2.3.5 Owner’s Surveyor
Surveying Solutions, PC
PO Box 376
Louisburg, NC 27549
Phone: [phone]

Contact: Dwayne Kroeze, PLS

3.0 SUMMARY OF CONSTRUCTION ACTIVITIES
Major elements of the project are discussed below. Photos documenting the construction of
Cap Event No. 1 can be found in Appendix B. Prior to BJC beginning work, a project
Pre-Construction Meeting was held on May 5, 2017. A summary from this meeting is provided in
Appendix C.

3.1 Site Preparation
Construction of Cap Event No. 1 began on May 15, 2017 with the surveying/staking of the
limits of construction and the initiation of site preparation activities by BJC.

3.2 Landfill Gas Vents
Landfill gas vents were installed in accordance with the project drawings. Generally,
landfill gas vents were placed at a minimum frequency of one (1) per acre.

3.3 Erosion and Sedimentation Control Measures
The construction of erosion and sedimentation control measures took place in
conjunction with project activities and under the site permit issued by the City of High
Point Engineering Services Department (Appendix A). Permanent and temporary
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drainage channels were added as areas were brought to grade. Once areas reached
final grade, the areas were vegetated in accordance with project requirements.

3.4 Final Cover
The work area was cleared and topsoil was taken to the stockpile area for later use by
BJC on the closure area or future use as daily/intermediate cover by the Landfill.
Afterwards, final cover placement took place. A minimum of two (2) feet of vegetative
soil was placed, tracked in, and graded. Soil was visually inspected to verify that no
deleterious materials were present.

Side slope swales and the side slope bench drains were constructed with appropriate
structural fill material, compacted, and lined with matting. Down pipes were installed in
conjunction with side slope swales. The perimeter ditch along the closure area was
cleared, re-graded, matted, and check dams installed. Down pipe outlet protection was
then installed.

4.0 CQA PROGRAM
4.1 Scope of Services
In satisfying the requirements of the Project CQA Manual for Cap Event No. 1, the
following activities were performed:

• Observation and documentation of construction of final cover system.
• Review of submittals from the Contractor for conformance with project
specifications and CQA requirements.
• Review/preparation of record drawings.
• Preparation of the final CQA report.

5.0 FINAL COVER CQA
5.1 Material Approval
S+G reviewed and approved the final cover system product submittals provided by BJC.
The selected materials include the following:

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PVC Pipe/Fittings: National Pipe & Plastics
(6” Diam. Solid and Perforated Pipe (Sch 40))
CPK Products
(6” Diam. Fittings (Sch 40))

LFG Passive Vent: Empire Ventilation Equipment
HDPE Pipe/Fittings: 24” Diam. ADS N-12 WT Pipe and Fittings

5.2 Material Control Testing
The number and results of material control and record tests performed on vegetative
soil are summarized in Table 1. Other tests performed on an on-going basis during
construction included visual classification of soils (ASTM D 2488). Note that the number
of tests required was based on approximate quantity of 34,500 cubic yard (CY) of material
placed (in-place measure). The results of field and laboratory testing of vegetative soil
can be found in Appendix D.

5.3 Final Cover Depth Check
Upon completion of construction, Mr. Patrick Brownson, E.I. conducted a post-
construction cover inspection. Test holes were dug using a hand auger at a frequency of
four (4) per acre to verify minimum final cover thickness, which included a minimum one
(1) foot intermediate cover, overlaid by a minimum two (2) foot vegetative cover for a
minimum final cover thickness of three (3) feet. Record test results are provided in
Appendix E.

6.0 RECORD DRAWINGS
Upon completion of construction, Mr. Dwayne Kroeze, PLS prepared record (as-built) drawings
depicting finish grades for all work within the closure limits (including locations and invert
elevations of all stormwater piping and structures). The record drawings can be found in
Appendix F.

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7.0 PROJECT CERTIFICATION
Based on the observations and results of the CQA program documented herein, it is our
professional opinion that the construction of Closure Event No. 1 of the WI High Point
C&D Landfill was completed in accordance with the following:

i. The Project CQA Manual;
ii. The conditions of the Permit to Construct;
iii. The requirements of 15A NCAC 13B.0543; and
iii. Acceptable engineering practices.

SMITH GARDNER, INC.

W. Michael Brinchek, P.E.
Senior Project Manager

Patrick D. Brownson, E.I.
Staff Engineer

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WI High Point Landfill, LLC
NC Solid Waste Permit No. 41-16
Cap Event No. 1
TABLE 1
SUMMARY OF MATERIAL CONTROL
AND RECORD TESTS
VEGETATIVE FILL
1 of 1
SMITH GARDNER, INC.Table 1 - Vegetative Cover CQA Report Tables.xls
Units ---------------% Std. Proctor %
Test Method ASTM D 2488 ASTM D422 ASTM D 4318 ASTM D 29221 ASTM D 30172
Required Test Frequency Each Load 5,000 CY 5,000 CY Not Required Not Required
No. of Tests Required ----7 7 --------
No. of Tests Performed ----8 8 20 20
Specified Value -----------------------
Minimum Value ---------------90%15.0%
Maximum Value ---------------94.1%16.9%
Average Value ---------------92.0%15.8%
Notes:
Atterber Limits
Control Tests
3. Based on the consistancy of the materials and previous material testing conducted on previous projects the No. of tests performed were reduced on material used outside the Cell 9 limits.
1. Nuclear density values verified periodically by sand cone (ASTM D 1556), rubber balloon (ASTM D 2167), and/or drive cylinder (ASTM D 2937) test methods.
2. Nuclear moisture values verified periodically by oven (ASTM D 2216), microwave oven (ASTM D 4643), and/or direct heating (ASTM D 4959) test methods.
Record Tests
Property
Visual Classification In-Place Density In-Place Moisture ContentGrain Size Analysis
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Appendix A
Reference Documents

Construction Quality Assurance Report
Cap Event No. 1 Construction
WI High Point C&D Landfill

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Permit No: 4116
High Point C&D Landfill &
C&D Waste Reclamation Pad
January 9, 2017
Document ID No. 26907
Page 1 of 23
North Carolina Department of Environmental Quality
Division of Waste Management
Roy Cooper Bill Ross
Governor Secretary

1646 Mail Service Center, Raleigh, North Carolina 27699-1646
Phone: [phone] Internet: http://www.ncdenr.gov

An Equal Opportunity \ Affirmative Action Employer

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WASTE MANAGEMENT
SOLID WASTE SECTION

SOLID WASTE MANAGEMENT FACILITY
Permit No. 41-16

WI HIGH POINT LANDFILL, LLC
(a wholly-owned subsidiary of Waste Industries USA, Inc.)
is hereby issued a
PERMIT TO CONSTRUCT
4116-CDLF-2012 High Point C&D Debris Landfill – Phase 3
PERMIT TO OPERATE
4116-CDLF-2012 High Point C&D Debris Landfill – Phases 1, 2A, 2B-1 & 2B-2
4116-MWP-2012 High Point C&D Waste Reclamation Pad

PERMIT FOR CLOSURE
Not Applicable

Located at 5822 Riverdale Drive, northeast of the City of High Point in Guilford 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.

Edward F. Mussler, III, P.E.
Permitting Branch Supervisor
Solid Waste Section
Permit No. 4116
High Point C&D Debris Landfill &
C&D Waste Reclamation Pad
January 9, 2017
Document ID No. 26907
Page 2 of 23

ATTACHMENT 1
GENERAL PERMIT CONDITIONS INFORMATION
Permit to Operate Table
Permit Status Issuance Review Expiration
4116-CDLF-2012 Active August 4, 2014 Not Applicable January 16, 2024
4116-MWP-2012 Active January 9, 2017 Not Applicable January 16, 2022

Part I General Facility
1. 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 North Carolina Administrative Code
(NCAC) 13B .0201(d), a solid waste management facility permit shall have two parts: a
permit to construct and a permit to operate. The permit to construct must be implemented
in accordance with Attachment 2 of this permit. The permit to operate must be
implemented in accordance with Attachment 3 of this permit.
2. The persons to whom this permit is issued (“permittee”) are the owners and operators of
the solid waste management facility.
3. The permit to construct and permit to operate for this facility issued September 4, 2012,
was recorded in the Guilford County Register of Deeds on September 13, 2012, in Deed
Book R 7391, Pages 117-133 [Document Identification Number (DIN) 17121].
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 solid waste management facility and a reference by book and page to
the recordation of the permit.
5. By receiving waste at this facility the permittee shall be considered to have accepted the
terms and conditions of this permit.
6. Operation of this solid waste management facility shall be in accordance with the North
Carolina Solid Waste Management Rules, 15A NCAC 13B; Article 9 of the Chapter
130A of the North Carolina General Statutes (NCGS)(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
Permit No. 4116
High Point C&D Debris Landfill &
C&D Waste Reclamation Pad
January 9, 2017
Document ID No. 26907
Page 3 of 23

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 including those identified in Attachment 1, “List of Documents for
Approved Plan,” and which constitute the approved plan for the facility. Where
discrepancies exist, the most recent submittals and the conditions of permit shall govern.
8. This permit may be transferred only with the approval of the Section, through the
issuance of a new or substantially amended permit in accordance with applicable statutes
and rules. In accordance with NCGS 130A-295.2(g) the permittee shall notify the Section
thirty (30) days prior to any significant change in the identity or business structure of
either the owner or the operator, including but not limited to a proposed transfer of
ownership of the facility or a change in the parent company of the owner or operator of
the facility.
9. The permittee is responsible for obtaining all permits and approvals necessary for the
development of this project including approval from appropriate agencies for a General
or Individual National Pollutant Discharge Elimination System 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
Guilford County, NC - Register of Deeds
Book Page Grantor Grantee Acres
R 7335 400 WCA of High Point, LLC WI High Point, LLC 149.83
Plat 15 96-97 New Lot “A” in Recombination Plat Map
Total Site Acreage 149.83

Property Combination (2003)
Book Page Document
5830 2290 Combination Instrument
Plat 150 96-97 Recombination Plat Map
Properties Included in New Lot “A”
5350 1568 Tax No. 18-523-1-1
5018 273 Tax No. 18-523-1-2
5248 914 Tax No. 18-523-1-3
5759 1144 Tax No. 18-523-1-4
5248 911 Tax No. 18-523-1-5
Permit No. 4116
High Point C&D Debris Landfill &
C&D Waste Reclamation Pad
January 9, 2017
Document ID No. 26907
Page 4 of 23

Part II Municipal Solid Waste Landfill Unit(s)
Not Applicable
Part III Construction and Demolition Landfill Unit(s)
4116-CDLF-2012, High Point C&D Debris Landfill
Permitting History
No. Permit Type Date Issued Document
ID
1 Permit to Construct May 14, 2003
2 Permit to Operate February 10, 2004
3 Permit Modification December 9, 2004
4 Permit Amendment December 28,2007 3286
5 Permit Amendment February 20, 2009 6710
6 Permit Modification July 21, 2010 11138
7 Permit Amendment May 5, 2011 12929
8 Permit Amendment September 4, 2012 17121
9 Permit Amendment January 16, 2014 20297
10 Permit Modification August 4, 2014 21408
11 Operation Authorization October 31, 2016 26876
12 Permit Amendment January 9, 2017 26907

1. On May 14, 2003, a permit was issued for the construction of Phase 1 of the landfill to
MRR of High Point, LLC.
2. On February 10, 2004, a permit was issued for the operation of Phase 1, Cell 1 of the
landfill.
3. On December 9, 2004, a modification was issued for revised operation plans, a change in
service area, and operation of Phase 1, Cells 2 and 3.
4. On December 28, 2007, an amendment was issued for the change in ownership from
MRR of High Point, LLC to WCA of High Point, LLC and for operation of Phase 1,
Cells 4 and 5.
5. On February 20, 2009, an amendment was issued for the construction of Phase 2 and for
the renewal of operations for Phase 1, Cells 1-5.
6. On July 21, 2010, a modification was issued for operation of Phase 2A.
7. On May 5, 2011, a substantial amendment was issued for an increase in service area.
Permit No. 4116
High Point C&D Debris Landfill &
C&D Waste Reclamation Pad
January 9, 2017
Document ID No. 26907
Page 5 of 23

8. On September 4, 2012, an amendment was issued for a change in ownership from WCA
of High Point, LLC to WI High Point, LLC.
9. On January 16, 2014, a 10-yr amendment was issued for the operation of Phases 1 and
2A and for the remaining construction of Phase 2.
10. On August 4, 2014, a modification was issued approving operation of Phase 2B-1.
11. On October 31, 2016, a authorization was issued approving operation of Phase 2B-2.
12. On January 9, 2017 an amendment was made to the Permit approving construction of
Phase 3.
List of Documents for the Approved Plan
1. Volume One, Site Application, Section I, WCA of North Carolina, LLC, Construction and
Demolition Debris Landfill, High Point, North Carolina. Prepared by Joyce Engineering,
Inc. June 2002. Revised through January 24, March 5, and April 1, 2003.
2. Volume One, Site Application, Section II - Hydrogeologic Report and Groundwater
Monitoring Plan, WCA of North Carolina, LLC Construction and Demolition Debris
Landfill, High Point, North Carolina. Prepared by Joyce Engineering, Inc. June 2002.
Revised through January 24, March 5, and April 1, 2003.
3. Volume Two, Construction Plan Application, WCA of North Carolina, LLC Construction
and Demolition Debris Landfill, High Point, North Carolina. Prepared by Joyce
Engineering, Inc. June 2002. Revised through January 24, March 5, and April 1, 2003.
4. Fax dated February 12, 2003, from the City of High Point containing certified copy of the
minutes of the City Council Meeting of June 17, 2002, which approved the facility
franchise agreement.
5. Fax dated February 12, 2003, from Joyce Engineering, Inc. containing a copy of the
service area map referenced in the approved franchise agreement. Two full size maps of
the service area received February 13, 2003.
6. Fax dated February 19, 2003, from Joyce Engineering, Inc. containing information
submitted to the City of High Point for its review of the franchise agreement and local
government approval of the C&D facility.
7. Sediment and Erosion control plan approval from the City of High Point dated February
25, 2003.
8. Instrument of Combination dated May 30, 2003, and submitted by Coggin, Blackwood &
Brannan, Attorneys at Law, making the five previous parcels of land into one single tract
of land for permitting purposes.
9. Letter from Joyce Engineering, Inc. addressing as-built certification for the reclamation
pad area of the facility, including a drawing titled “As Built Survey for a Portion of MRR
of High Point.” December 22, 2003.
Permit No. 4116
High Point C&D Debris Landfill &
C&D Waste Reclamation Pad
January 9, 2017
Document ID No. 26907
Page 6 of 23

10. Letter from MRR Southern, LLC, as a follow up to a previous telephone conversation
requesting a “temporary” Permit to Operate in order to conduct processing equipment
tests with a nominal amount of waste material. December 22, 2003. Equipment testing
was conducted on December 30, 2003, with a representative of the Solid Waste Section
on site.
11. Letter from Joyce Engineering, Inc. providing hydro geologic subgrade inspection
certification and well abandonment records for ten piezometers and one water well.
January 21, 2004. Cover letter was replaced by an additional letter that addressed
weathered bedrock encountered in the central portion of Cell A. January 29, 2004.
12. Letter from Joyce Engineering, Inc. addressing as built surveys for the reclamation pad
and for Phase 1 - Cell A of the C&D Landfill. Three drawings were included:
“Comparison of As-Built Grades to Permitted Base Grades,” “As Built Survey for a
Portion of WCA of North Carolina, LLC,” and “As Built Survey Phase II for a Portion of
WCA of North Carolina, LLC.” January 29, 2004.
13. Letter from “Pat” Curran, Manager of the Health Hazards Control Unit, Epidemiology
Section, Division of Public Health, NC Division of Health and Human Services. January
13, 2004. Received February 2, 2004. Letter addresses the Unit’s review of MRR of
High Point’s Operation Plan for the proposed Reclamation Center.
14. Letter from David Garrett, P.G., P.E., Engineering and Geology, certifying that the base
grades for Cells 2 and 3 of Phase 1 were constructed according to the approved plan.
Letter includes an as-built survey drawing showing the limits of construction. December
2, 2004.
15. Letter from David Garrett, P.G., P.E. Engineering and Geology certifying that the base
grades for Cells 4 and 5 of Phase 1 were constructed according to the approved plan.
Letter includes an as-built survey drawing showing the limits of construction. April 18,
2006.
16. Series of correspondence relating to ownership, name and properties [Document Id Nos.
RCO826, RCO827, RCO3177, RCO3196, RCO3246].
17. Application for Permit to Construct WCA of High Point Construction and Demolition
Landfill, Phase 2 Expansion. Prepared by: Golder Associates NC Inc., Greensboro, NC.
March 2007. Revised through November 17, 2008. Document ID No. 6646.
18. Construction Quality Assurance Documentation for CDLF Phase 2A, Prepared for WCA
of High Point (Permit #41-16) Guilford County, North Carolina. Prepared by David
Garrett, P.G., P.E., Engineering and Geology. Dated April 14, 2010. Received April 29,
2010. DIN 11185
19. Substantial Amendment Application for C&D Landfill Permit, Prepared for WCA of High
Point (Permit No. 41-16), Guilford County, North Carolina. Prepared by David Garrett,
Permit No. 4116
High Point C&D Debris Landfill &
C&D Waste Reclamation Pad
January 9, 2017
Document ID No. 26907
Page 7 of 23

P.G., P.E., Engineering and Geology. Raleigh, NC. Dated June 2, 2010. Revised by
Golder Associates NC, Inc., Greensboro, NC, through February 9, 2011. DIN 12930.
20. Notification of change in operator and request to transfer permit. Submitted by Grady L.
Shields, Wyrick Robbins Yates & Ponton LLP, Raleigh, NC, representing Waste
Industries USA, Inc. February 28, 2012. DIN 16620
21. Application for transfer of franchise to WI High Point Landfill, LLC and documentation
of readings and approval of the City of High Point City Council. Sent from Grady L.
Shields, Wyrick Robins Yates & Ponton LLP, Raleigh, NC. March 21, 2012. Received
May 17, 2012. DIN 16949.
22. North Carolina Special Warranty Deed from WCA of High Point, LLC to WI High Point
Landfill, LLC. March 23, 2012. Filed March 28, 2012. Guilford County, NC. Deed
Book R7335, page 400. Retrieved May 2, 2012 from
http://rdlxweb.co.guilford.nc.us/guilford/NameSearch.php. DIN 16950
23. An Ordinance Approving the Transfer of a Franchise From WCA of High Point, Inc. to
WI High Point, LLC for Construction and Demolition Landfill and Reclamation
Operation at 5830 Riverdale Road, High Point, North Carolina. Ordinance No. 6942/12-
58. August 20, 2012. DIN 16951
24. Permit Renewal Application. Prepared for WI Point Landfill (a Waste Industries
Company) High Point, North Carolina. Prepared by Smith Gardner, Raleigh, NC. August
2013. DIN 19581
25. Permit to Operate Renewal Application – Franchise Agreement. Prepared for WI High
Point Landfill (a Waste Industries Company) High Point, North Carolina. Prepared by
Smith Gardner, Raleigh, NC. November 14, 2013. DIN 20160
26. Operations Plan. Prepared for WI High Point Landfill (a Waste Industries Company)
High Point, North Carolina. Prepared by Smith Gardner, Raleigh, NC. August 2013.
DIN 20304
27. Construction Quality Assurance Report. Phase 2B-1 Construction. WI High Point
Landfill, LLC. Prepared by Smith Gardner, Inc. June 18, 2014. Revised through July 31,
2014. DIN 21326.
28. Water Quality Monitoring Plan for WI High Point CDLF. Prepared by Smith + Gardner,
August 2013. DIN 21344.
29. Landfill Gas Monitoring Plan for WI High Point CDLF. Prepared by Smith + Gardner,
June 2014. DIN 21434.
30. Letter to Mr. Roger Marcum, General Manager, WI High Point Landfill, LLC. Financial
Assurance Cost Estimate. June 24, 2014. DIN 21327.
Permit No. 4116
High Point C&D Debris Landfill &
C&D Waste Reclamation Pad
January 9, 2017
Document ID No. 26907
Page 8 of 23

31. Permit to Construct Application, WI High Point C&D Landfill - Phase 3. Prepared by
Smith Gardner, Raleigh, NC. May 31, 2016. DIN 26270.
32. High Point C&D Landfill Phase 3 Permit to Construct Drawings. Prepared by Smith
Gardner, Raleigh, NC. May 31, 2016. DIN 26271.
33. Construction Quality Assurance Report. Phase 2B-2 Construction. WI High Point
Landfill, LLC. Prepared by Smith Gardner, Inc. September 26, 2016. DIN 26831.
34. WI High point C&D Landfill Phase 3 Response to Comments Permit Renewal,
Engineering Technical Review (revised Facility & Engineering Plan, Operations Manual
and Permit to Construct Drawings). Prepared by Smith Gardner, Raleigh, NC. May 31,
2016. DIN 26855.
35. Erosion and Sedimentation Control Plan. Prepared by Smith Gardner, Raleigh, NC. May
2016. DIN 27072.
36. Water Quality Monitoring Plan. Prepared by Smith Gardner, Raleigh, NC. May 2016,
revised December 2016. DIN 27225.
37. Landfill Gas Monitoring Plan. Prepared by Smith Gardner, Raleigh, NC. May 2016,
revised December 2016. DIN 27226.
38. Permit to Construct Application (Final). Prepared by Smith Gardner, Raleigh, NC. May
2016, revised December 2016. DIN 27230.
39. Operations Manual. Prepared by Smith Gardner, Raleigh, NC. May 2016, revised
December 2016. DIN 27231.
Part IV Industrial Landfill Unit(s)
Not Applicable
Part V Land Clearing and Inert Debris Landfill Unit(s)
Not Applicable
Part VI Transfer Station/Treatment & Processing Unit(s)
4116-MWP-2012, High Point C&D Waste Reclamation Pad
Permit No. 4116
High Point C&D Debris Landfill &
C&D Waste Reclamation Pad
January 9, 2017
Document ID No. 26907
Page 9 of 23

No. Permit Type Date Issued Document
ID
1 Permit to Construct May 14, 2003
2 Permit to Operate February 10, 2004
3 Permit Modification December 9, 2004
4 Permit Amendment December 28,2007 3286
5 Permit Amendment February 20, 2009 6710
6 Permit Amendment May 5, 2011 12929
7 Permit Amendment September 4, 2012 17121
8 Permit Amendment January 16, 2014 20297
9 Permit Amendment January 9, 2017 26907
Permitting History
1. On March 13, 2003, a permit was issued for the construction of the Reclamation Pad to
MRR of High Point, LLC.
2. On February 10, 2004, a permit was issued for the operation of the Reclamation Pad.
3. On December 9, 2004, a modification was made to the permit for revised operation plans
and a change in service area.
4. On December 28, 2007, an amendment was made to the permit for change in ownership
from MRR of High Point, LLC to WCA of High Point, LLC.
5. On February 20, 2009, an amendment was made to the permit for construction of C&D
Landfill Phase 2 and the five-year renewal of operations of the Reclamation Pad.
6. On May 5, 2011, a substantial amendment was made to the permit for an increase in
service area.
7. On September 4, 2012, an amendment was made to the permit for change in ownership
from WCA of High Point, LLC to WI High Point, LLC.
8. On January 16, 2014, an amendment was made to the permit for the 5-year renewal of
operations of the Reclamation Pad.
9. On January 9, 2017 and amendment was made to the Permit for the 5-year renewal of
operations of the Reclamation Pad.
List of Documents for the Approved Plan
Documents were included in submittals for the construction and demolition solid waste landfill
(C&DLF) permit. Refer to Attachment 1, Part III, “List of Documents for the Approved Plan”.
Part VII Miscellaneous Solid Waste Management
Not Applicable
Permit No. 4116
High Point C&D Debris Landfill &
C&D Waste Reclamation Pad
January 9, 2017
Document ID No. 26907
Page 10 of 23

- End of Section -
Permit No. 4116
High Point C&D Debris Landfill &
C&D Waste Reclamation Pad
January 9, 2017
Document ID No. 26907
Page 11 of 23

ATTACHMENT 2
CONDITIONS OF PERMIT TO CONSTRUCT
Part I: General Facility
1. Construction of all solid waste management units within this facility must be in accordance
with the pertinent approved plans included in Attachment 1, “List of Documents for the
Approved Plan”.
2. Modification or revision of any approved plan or changes during construction require
approval by the Section and may constitute a permit modification and be subject to a
permitting fee.
3. All sedimentation and erosion control activities must be conducted in accordance with the
Sedimentation Control Act NCGS 113A-50, et seq., and rules promulgated under 15A
NCAC 4. The facility must furnish a copy of the approved Sedimentation and Erosion
Control Plan from the NC Division of Energy, Mineral and Land Resources, Land Quality
Section, to the Solid Waste Section.
4. Modifications to the approved sedimentation and erosion control activities require approval
by the NC Division of Energy, Mineral and Land Resources, Land Quality Section. The
Solid Waste Section must be notified of any modifications.
5. Facility construction 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 requirement under Sections 401
and 4040 of the Clean Water Act, as amended.
6. In areas with stream and/or wetland impacts, the permittee must furnish a copy of the
approved 404/401 from U.S. Army Corps of Engineers and/or the NCDEQ Division of
Water Resources prior to construction in the affected areas.
7. The initial, substantial, construction authorized by this permit to construct must commence
within 18 months from the issuance date of this permit. If substantial construction does not
begin within 18 months from the issuance date of this permit, then the permit to construct
shall expire. Substantial construction includes, but is not limited to, issuance of construction
contracts, mobilization of equipment onsite, and construction activities including installation
of sedimentation and erosion control structures. The permittee may reapply for the permit to
construct prior to the expiration date. The re-application will be subject to the statutes and
rules in effect on that date and may be subject to additional fees.
Part II Municipal Solid Waste Landfill Unit(s)
Not Applicable
Permit No. 4116
High Point C&D Debris Landfill &
C&D Waste Reclamation Pad
January 9, 2017
Document ID No. 26907
Page 12 of 23

Part III Construction and Demolition Landfill Unit(s)
1. Pursuant to the NC Solid Waste Management Rules 15A NCAC 13B .0201(c) and (d)(1),
this permit approves construction of Phase 3 of the landfill, consisting of approximately
6.5 acres with a projected gross capacity of 744,681 cubic yards in accordance with the
approved plan reference in Attachment 1, Part III.
2. Construction of all solid waste management units within this facility must be in
accordance with the pertinent approved plans. Construction of subsequent landfill
unit/cell is subject to approval by the Section. Pursuant to 15A NCAC 13B .0533(a)(2),
the permittee must submit an application for amendment of the permit to construct. The
application must be prepared in accordance with applicable statutes and rules in effect at
the time of the application and must pay the required permit fee.
3. 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.
4. Pursuant to Rule 15A NCAC 13B .0542(i)(2), burning of land-clearing debris generated
on-site, as a result of construction activities, requires approval by the Section prior to
initiating the burn. In addition, the Division of Air Quality and local fire department
must approve the activity prior to burning.
Geologic, Water Quality, and Landfill Gas Monitoring Requirements
5. Prior to construction of the phase or cell(s) within the phase, all piezometers, borings, and
groundwater and landfill gas monitoring wells within the footprint must be properly
abandoned in accordance with 15A NCAC 2C .0113 entitled “Abandonment of Wells”.
6. In areas where soil is to be undercut, abandoned piezometers, borings, groundwater and
landfill gas monitoring wells must not be grouted to pre-grade land surface, but to the
proposed base grade surface to prevent having to cut excess grout and possibly damage
the wells.
7. A licensed geologist must report any pertinent geological feature(s) exposed during phase
or cell excavation. Prior to placing any landfill liner, the permittee must submit to the
Section hydrogeologist a written report that includes an accurate description of the
exposed geological feature(s) and effect of the geological feature(s) on the design,
construction, and operation of the cell, phase, or unit.
8. A licensed geologist must be present to supervise the installation of groundwater
monitoring wells and landfill gas monitoring wells. Wells must be constructed in
accordance with 15A NCAC 02C entitled “Well Construction Standards”.
9. Any modification to the approved water quality monitoring plan and landfill gas
monitoring plan must be submitted to the Section Hydrogeologist for review.
Permit No. 4116
High Point C&D Debris Landfill &
C&D Waste Reclamation Pad
January 9, 2017
Document ID No. 26907
Page 13 of 23

10. Within 30 days of completed construction of each new groundwater and landfill gas
monitoring well, a well construction record, well schematic, boring log, field log and
notes, and description of well development activities must be submitted to the Section.
Form GW-1 must be used for both groundwater and landfill gas wells. The submittal
must also include a scaled topographic map showing the location and identification of
new, existing, and abandoned wells and piezometers.
11. Within 30 days of the abandonment of any groundwater monitoring well, the well
abandonment record (GW-30 form), and any additional information included in the
abandonment record, must be certified by a licensed geologist, and submitted to the
Section. A copy of the well abandonment records submitted to the Division of Water
Quality, consistent with 15A NCAC 2C .0114(b), must be submitted to the Section.
12. All forms, reports, maps, plans, and data submitted to the Section must include an
electronic (pdf) copy.
Pre-Operation Requirements
13. The following conditions must be met prior to operation of a newly constructed area:
a. The permittee must obtain a permit to operate for the phase from the Section in
accordance with 15A NCAC 13B .0201(d).
b. Construction Quality Assurance documentation and a certification by the project
engineer that the landfill was built in accordance with approved plans and the
conditions of the permit must be submitted to the Section for review and approval in
accordance with 15A NCAC 13B .0541.
c. The edge of waste footprint must be identified with permanent physical markers, for
both existing units and the new unit.
d. The permittee must contact the appropriate 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.
e. Documentation of financial assurance mechanisms must be submitted to the Section.
The financial assurance amount must include closure and post-closure costs including
the new phase to receive the permit to operate, in accordance with 15A NCAC 13B
.0546, and must include costs for potential assessment and corrective action, in
accordance with NCAC 13A 295.2 (h).
f. Groundwater and landfill gas monitoring wells and probes must be installed and
surface water sampling locations established. New groundwater monitoring wells
and surface water stations must be sampled for tetrahydrofuran and the constituents
listed in 15A NCAC .0544 (b)(1)(D). Well construction records and sampling results
shall be submitted to the Section hydrogeologist of review and approval prior to
issuing the Permit to Operate.
Permit No. 4116
High Point C&D Debris Landfill &
C&D Waste Reclamation Pad
January 9, 2017
Document ID No. 26907
Page 14 of 23

Part IV Industrial Landfill Unit(s)
Not Applicable
Part V Land Clearing and Inert Debris Landfill Unit(s)
Not Applicable
Part VI Transfer Station/Treatment & Processing Unit(s)
Not Applicable
Part VII Miscellaneous Solid Waste Management
Not Applicable

-End of Section-

Permit No. 4116
High Point C&D Debris Landfill &
C&D Waste Reclamation Pad
January 9, 2017
Document ID No. 26907
Page 15 of 23

ATTACHMENT 3
CONDITIONS OF PERMIT TO OPERATE
Part I: General Facility
1. The facility must be adequately secured by means of gates, chains, berms, fences, or
other security measures approved by the Section to prevent unauthorized entry.
2. Signs must be posted at the entrance to the facility that state types of waste that can and
cannot be received at the facility, the hours of operation, the permit number(s), contact
name, telephone number, and other pertinent information. Traffic signs or markers must
be provided as necessary to promote an orderly traffic pattern to and from the operating
areas and to maintain efficient operating conditions.
3. Interior roadway must be of all-weather construction and maintained in good condition.
4. A responsible individual trained and certified in facility operations must be on-site at all
times during all operating hours of the facility, in accordance with N.C.G.S. 130A-
309.25. An attendant must be present to oversee the loading and unloading of waste.
5. Copies of this permit, the approved plans, and all records required to be maintained by
the permittee must be maintained at the facility and made available to the Section upon
request during normal business hours.
6. All sedimentation and erosion control activities must be conducted in accordance with the
Sedimentation Control Act, NCGS 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. The Section must be notified of any
modifications to the approved sedimentation and erosion plan.
7. 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 401 and 4040 or the Clean Water Act, as amended.
8. Fire lanes must be established and maintained at all times. The dimensions of the fire
lanes must be coordinated with the Fire Marshall having jurisdiction over the site.
9. Open burning of solid waste is prohibited.
10. Fires and non-conforming waste incidents shall be reported to the Section’s regional
waste management specialist within twenty-four hours followed by a written notification
to be submitted within 15 days.
11. Financial assurance as required by state rules and statutes must be continuously
maintained for the duration of the facility and updated and submitted annually to the
Section by the anniversary date of the issuance of this permit.
Permit No. 4116
High Point C&D Debris Landfill &
C&D Waste Reclamation Pad
January 9, 2017
Document ID No. 26907
Page 16 of 23

12. Any modifications to the approved plans must be submitted to the Section and approved
prior to implementation.
Part II: Municipal Solid Waste Landfill Units
Not Applicable
Part III: Construction and Demolition Debris Landfill Units
1. The permit to operate will expire January 16, 2024. Pursuant to 15A NCAC 13B
.0201(c), the permittee must submit a permit amendment application prepared in
accordance with 15A NCAC 13B .0535 (b) to the Section no later than July 16, 2023.
2. ( not used)
3. This permit approves the operation of Phases 1, 2A, 2B-1 and 2B-2 of the C&DLF, as
well as the onsite environmental management and protection facilities as described in the
approved plan in Attachment 1, Part III. Operation of any C&DLF future phases or cells
requires written approval of the Section after construction in accordance with applicable
statutes and rules.
4. The facility is permitted to receive the following waste types:
a. “C&D solid waste” as defined in 15A NCAC 13B .0532(8) means solid waste
generated solely from the construction, remodeling, or demolition operations on
pavement and buildings or structures. C&D waste does not include municipal and
industrial wastes that may have been generated by the on-going operations at
buildings or structures.
b. “Inert debris” as defined in NCGS 130A-290 (a) (14) means solid waste that consists
solely of material such as concrete, brick, concrete block, uncontaminated soil, rock,
and gravel.
c. “Land-clearing debris” as defined in NCGS 130A-290 (a) (15) means solid waste that
is generated solely from land-clearing activities.
d. “Asphalt” in accordance with NCGS 130-294(m).
5. Those wastes listed in 15A NCAC 13B .0542 (e), must not be accepted for disposal.
Those wastes include, but are not limited to, hazardous waste, municipal solid waste,
liquid waste, industrial wastes, and yard trash. Barrels and drums shall not be accepted
unless they are empty and perforated sufficiently to ensure that no liquid or hazardous
waste in contained therein.
6. 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 15
NCAC 13B .0542 (c)(2).
Permit No. 4116
High Point C&D Debris Landfill &
C&D Waste Reclamation Pad
January 9, 2017
Document ID No. 26907
Page 17 of 23

7. This facility is permitted to receive solid waste generated within the following counties
and municipalities contained within the counties consistent with the franchise approved
by the City of High Point: Guilford, Randolph, Davidson, Forsyth, Rockingham,
Caswell, Alamance, Orange, Cabarrus, Rowan, Davie, Yadkin, Surry, and Stokes.
Waste receipt must be consistent with the local government waste management plan and
with local government approval and as defined in NCGS 130-290 (a)(18a) and (35),
except where prohibited by the NCGS Article 9 of Chapter 130A, and the rules adopted
by the Commission for Health Services.
8. The permitted annual waste disposal rate is approximately 98,600 tons per year, with a
maximum variance in accordance with G.S. 130A-294(b1)(1). This rate is approximately
315 tons per day assuming 285 operating days per year as identified in the approved plan
and consistent with the franchise granted by the City of High Point and amended
December 12, 2006.
9. The following table lists the capacity for the C&DLF units. Total gross capacity is
defined as the volume measured from the bottom of waste through the top of final cover.
Phase
Area
(acres)
Gross Capacity
(cubic yards) Status Estimated Life
(Years)
1 12.5 788,083 Constructed Filled
2A 4.3 240,140 Constructed Filled
2B-1 3.6 481,397 Constructed Filled
2B-2 1.5 213,136 Constructed 1.2
3 6.5 744,681 Future 4.0
4 5.6 728,676 Future 4.0
5 8.5 757,216 Future 4.1
6 3.6 820,639 Future 4.5
Total 46.1 4,773,968 20.2
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 shall actively employ a screening program at the facility prepared in
accordance with Rule .0544 for detecting and preventing the disposal of excluded or
unauthorized waste. At a minimum, the program shall include:
a. Random inspections of incoming loads or other comparable procedures.
Permit No. 4116
High Point C&D Debris Landfill &
C&D Waste Reclamation Pad
January 9, 2017
Document ID No. 26907
Page 18 of 23

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. The facility operator must complete an approved operator training course in compliance
with NCGS 130A-309.25.
a. A responsible individual certified in landfill operations must be on-site during all
operating hours of the facility at all times while open for public use to ensure
compliance with operational requirements.
b. All pertinent landfill-operating personnel must receive training and supervision
necessary to properly operate the C&D landfill unit in accordance with NCGS 130A-
309.25 and addressed by memorandum dated November 29, 2000.
13. The edge of the waste footprint for all disposal units must be identified with permanent
physical markers.
14. Fill operations must be contained within the approved elevation contours as shown on the
approved application drawings.
Cover Materials
15. Unless alternative materials or an alternative thickness of cover has been approved by the
Section, waste must be covered with six inches of earthen materials when the waste
disposal area exceeds one-half acre and at least once weekly. Cover must be placed at
more frequent intervals if necessary to control disease vectors, fires, odors, blowing litter,
and scavenging. A notation of the date and time of the cover must be recorded in the
operating record.
16. Unless alternative materials or an alternative thickness of cover has been approved by the
Section, areas which will not have additional wastes placed on them for three months or
more, but where final termination of disposal operations has not occurred, must be
covered and stabilized with vegetative ground cover or other stabilizing material.
17. Alternative materials or an alternative thickness of cover may be approved by the Section
if the owner or operator demonstrates that the alternative material or thickness controls
disease vectors, fires, odors, blowing litter, and scavenging without presenting a threat to
human health and the environment. A C&DLF owner or operator may apply for approval
of an alternative cover material. If approval is given by the Section, approval would
extend to all C&DLF units at one specific facility.
18. 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.
Permit No. 4116
High Point C&D Debris Landfill &
C&D Waste Reclamation Pad
January 9, 2017
Document ID No. 26907
Page 19 of 23

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.
19. The use of alternative daily cover that has not been approved for the facility or approved
under NCGS 130A-295.6 must be demonstrated and approved by the Section. Requests
for alternative daily cover approval must include a plan detailing the comprehensive use
and a demonstration of the effectiveness of the alternative daily cover. The plan must be
developed according to Section guidelines. Plans which are approved by the Section will
be incorporated into, and made a part of, the approved documents listed in Attachment 1.
20. Wastewater treatment sludge is not approved for disposal. Wastewater treatment sludge
may be accepted, with 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 greater than agronomic rates or to a depth greater than six
inches.
Closure
21. Closure or partial closure on any unit must be in accordance with the most recently
approved closure plan that is included in Attachment 1, Part III. Prior to beginning
closure of each C&DLF unit, the owner or operator must notify the Section that a notice
of intent to close the unit has been placed in the operation record.
22. The owner or operator must begin closure activities for that portion of each C&DLF unit
meeting one or more of the following requirements, unless an extension has been granted
by the Section. Extensions beyond the deadline for beginning closure may be granted by
the Section if the owner or operator demonstrates that the portion of the C&DLF unit has
the capacity to received additional wastes and the owner or operator has taken and will
continue to take all steps necessary to prevent threats to human health and the
environment from the unclosed C&DLF unit.:
a. No later than 30 days after the date on which the C&DLF unit receives the known
final receipt of wastes;
b. No later than 30 days after the date that a 10 acre or greater area of waste, is within 15
feet of the final design grades; or
c. No later than one year after the most receipt of wastes, if the C&DLF unit has
remaining capacity.
Groundwater, Surface Water, and Landfill Gas Monitoring
23. Groundwater, surface water, and landfill gas monitoring shall be conducted in accordance
with Rule .0544, and approved monitoring plans listed in the List of Documents for the
Approved Plan in Attachment I, Part III. Any modification to the approved plans must be
submitted to the Section and approved prior to implementation.
Permit No. 4116
High Point C&D Debris Landfill &
C&D Waste Reclamation Pad
January 9, 2017
Document ID No. 26907
Page 20 of 23

24. The permittee must maintain a record of all monitoring events and analytical data in their
operating record.
25. The permittee must obtain approval from the Section for the design, installation, and
abandonment of any monitoring well.
26. A readily accessible, unobstructed, path shall be maintained so that monitoring wells may
be accessed using four-wheel drive vehicles.
27. A licensed geologist must be present to supervise the installation of any new groundwater
monitoring wells and landfill gas monitoring wells. The exact locations, screened
intervals, and nesting of the wells shall be established after consultation with the Section
hydrogeologist at the time of well installation.
28. Each groundwater monitoring well and landfill gas monitoring well shall be surveyed and
for location and elevation. Each groundwater monitoring well and landfill gas
monitoring well must have an identification plate permanently attached to the well, in
accordance with 15A NCAC 2C .0108.
29. Within thirty (30) days of the completed construction of each new groundwater
monitoring well and landfill gas monitoring well, the well construction record (GW-1
form), well schematic, boring log, field log and notes, and description of well
development activities must be submitted to the Section.
a. Within thirty (30) days of the completed permanent abandonment of a groundwater
monitoring well and landfill gas monitoring well, the well abandonment record (GW-
30 form) and any additional information included in the abandonment record must be
submitted to the Section. The well abandonment records must be submitted to the
Section in accordance with 15A NCAC 2C .0113 and be certified by a Licensed
Geologist.
b. Documentation of well completion or abandonment must be placed in the operation
record.
30. A field log book which details all development, sampling, repair, and other pertinent
activities associated with each monitoring well must be kept as part of facility record.
31. Reports of the analytical results for groundwater quality monitoring sampling events
must be submitted to the Section within 120 days of the sample collection date.
Analytical data must be submitted in a manner prescribed by the Section.
32. All monitoring reports must contain
a. an evaluation of the potentiometric surface,
b. analytical laboratory reports and summary tables,
c. a Solid Waste Environment Monitoring Data Form, and
Permit No. 4116
High Point C&D Debris Landfill &
C&D Waste Reclamation Pad
January 9, 2017
Document ID No. 26907
Page 21 of 23

d. laboratory data submitted in accordance with the Electronic Data Deliverable
Template.
33. All forms, reports, maps, plans and data submitted to the Section must include an electronic
(pdf) copy.

Recordkeeping and Reporting
34. The permittee must maintain a record of the amount of solid waste received at the
facility, including daily records of waste received and origins of the loads. 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.
35. On or before August 1 annually, the permittee must submit an annual facility report to the
Solid Waste 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 facility report must list the amount of waste received 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 receiving disposal 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
November 19, 2001, through the date of the annual volume survey must be included
in the report.
e. The completed report must be forwarded to the 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.

Permit No. 4116
High Point C&D Debris Landfill &
C&D Waste Reclamation Pad
January 9, 2017
Document ID No. 26907
Page 22 of 23

Part IV: Industrial Landfill Units
Not Applicable
Part V: Land Clearing and Inert Debris Landfill Units
Not Applicable
Part VI: Transfer Station / Treatment and Processing Unit

1. The permit to operate shall expire January 16, 2022. Pursuant to 15A NCAC 13B .0201(e),
no later than July16, 2021, the owner or operator must submit a request to the Section for
permit review and must update pertinent facility plans including, but not limited to, the
facility operation and waste screening plans.
2. Construction waste placed on the reclamation pad must be sorted each operating day, and
no waste shall remain on the pad after operating hours unless covered by tarp to prevent
leaching by rainfall.
a. Only an amount of waste sufficient to begin sorting operations the next day may be
left on the reclamation pad.
b. In the event the sorting process is not operational, then waste may not be deposited on
the reclamation pad and must be diverted directly to the landfill unit.
c. Except for wood, concrete and aggregate, recoverable materials must be placed in
containers. Recovered materials placed in containers must be removed from the site
once the container is full. A limit of approximately 150 cubic yards of wood may be
stockpiled at any time.
d. Non-recyclable materials must be securely placed in containers or trucks, and
disposed in the on- site C&DLF at the end of the operating day.
3. If demolition waste is to be sorted and recycled, then an asbestos screening plan must be
submitted to the Division of Epidemiology of the Department of Health and Human
Services for approval and the approved plan forwarded to the Section for inclusion in the
operations plan for the facility. Otherwise, asbestos containing material or material
suspected to contain asbestos must not be placed on the reclamation pad.
4. Control measures must be utilized to minimize and eliminate visible dust emissions and
blowing litter emanating from materials on the reclamation pad.
a. Fugitive dust emissions are prohibited.
b. Windblown materials must be collected at the end of the day and no material may be
allowed to leave the facility boundary.
Permit No. 4116
High Point C&D Debris Landfill &
C&D Waste Reclamation Pad
January 9, 2017
Document ID No. 26907
Page 23 of 23

5. Control measures must be utilized to minimize and eliminate visible dust emissions and
blowing litter emanating from materials on the reclamation pad.
6. Appropriately sized containers for receipt of sorted wastes materials must be on-site
when waste is placed on the reclamation pad for sorting.
7. Waste must not be placed on the reclamation pad during inclement weather unless run-off
control measures are installed. Run-off from the reclamation pad must be collected and
properly disposed.
8. Documentation of delivery of all recovered material to valid end-users, processors, or
recyclers must be maintained in the facility operating record.
9. Material processing, shredding and grinding operations shall only occur in compliance
with any local ordinance or special use permit.

Part VII: Miscellaneous Solid Waste Management
Not Applicable

- End of Permit Conditions -

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May 11, 2017

Mr. Ming-Tai Chao, P.E
Environmental Engineer
NCDEQ – Division of Waste Management
217 West Jones Street
Raleigh, NC 27603

RE: WI High Point Landfill, LLC (Permit No. 41-16)
Notification of Intent to Close

Dear Ming:

On behalf of WI High Point, LLC, Smith Gardner, Inc. (S+G) is submitting this letter to notify
the NC Department of Environmental Quality Division of Waste Management (DWM), in
accordance with Attachment 3, Part III, Paragraph 21 of the above referenced permit that WI
High Point Landfill, LLC (Landfill) intends to partially close approximately 11 acres of the
active construction and demolition debris (C&D) landfill.

The partial closure will include the areas identified as Cap Event 1A and Cap Event 1B on
Drawing S2 (attached) and will be completed in accordance with Drawing S3 and FC1 of the
Closure Plan and the Construction Quality Assurance Manual1. Work will begin immediately
following the issuance of this letter and will be completed in approximately 120 days
(September 2017).

This letter serves as formal notification of the intent to close (15A NCAC 13B.0543(c)(4)) and a
copy will be placed in the operating record. Please contact us at your earliest convenience
should you have any questions or comments or if you require additional information related
to this submittal.

Sincerely,
SMITH GARDNER, INC.

W. Michael Brinchek, P.E. Stacey A. Smith, P.E.
Senior Project Manager Senior Engineer
[e-mail] [e-mail]

Attachments: Attachment A: Drawing S2
cc: David Pepper, WI; Seth Heath, WI

1 Permit to Construct Application – WI High Point C&D Landfill – Phase 3 (NC Solid Waste Permit No.
41-6), Prepared by Smith Gardner, Inc. May 2016, revised December 2016.
DocuSign Envelope ID: 73E0306F-5336-457E-AB72-F91B672F3B70

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DocuSign Envelope ID: 73E0306F-5336-457E-AB72-F91B672F3B70
PROJECT TITLE:DRAWING TITLE:REV.DATEDESCRIPTIONDESIGNED:DRAWN:APPROVED:PROJECT NO:SCALE:FILENAME:PREPARED BY:PREPARED FOR:SHEET NUMBER:DRAWING NUMBER:DATE:G:\CAD\WCA High Point\WIHIGHPOINT 17-1\construction\sheets\WI-D1232.dwg - 5/8/2017 3:01 PM
SEALSEALSMITHGARDNERENGINEERS+14 N. Boylan Avenue, Raleigh NC 27603NC LIC. NO. C-0828 (ENGINEERING)919.828.0577Electronic files are instruments of service provided by SmithGardner, Inc. for the convenience of the intended recipient(s), andno warranty is either expressed or implied.  Any reuse orredistribution of this document in whole or part without thewritten authorization of Smith Gardner, Inc., will be at the solerisk of the recipient.  If there is a discrepancy between theelectronic files and the signed and sealed hard copies, the hardcopies shall govern.  Use of  any electronic files generated orprovided by Smith Gardner, Inc., constitutes an acceptance ofthese terms and conditions.© 2017 Smith Gardner, Inc.  WI HIGH POINTLANDFILL, LLC(A WASTE INDUSTRIES COMPANY) HIGH POINT C&D LANDFILLCAP EVENT NO. 1CONSTRUCTION DRAWINGS   PHASE 3SUBGRADE GRADING, DRAINAGE,AND FINAL COVER PLAN  W.M.B.C.T.J.WIHIGHPOINT 17-1AS SHOWNMARCH 2017WI-D12323S215/17CONSTRUCTION ISSUE                                 DocuSign Envelope ID: 3DC21E6D-44B0-40E5-8BBB-8F8FCF9BF5EC5/11/2017DocuSign Envelope ID: 73E0306F-5336-457E-AB72-F91B672F3B70
          This Page Intentionally Left Blank DocuSign Envelope ID: 73E0306F-5336-457E-AB72-F91B672F3B70

June 27, 2016

Mr. Scott E. Ford
Civil Engineer II
211 S. Hamilton Street
High Point, NC 27260

RE: WI High Point Landfill, LLC
Erosion and Sedimentation Control Plan

Dear Mr. Ford:

On behalf of WI High Point Landfill, LLC, Smith Gardner, Inc. (S+G) is pleased to submit an
erosion and sedimentation control plan and applicable fees for proposed land disturbing
activities at the referenced construction and demolition (C&D) landfill facility located on
Riverdale Drive.

The enclosed application is associated with the proposed site expansion area which will
require 36.7 acres of disturbance in addition to the previously permitted 27.98 acres. The
erosion and sedimentation control plan includes a project description, a revised financial
responsibility form for the prescribed activities, erosion and sedimentation control
calculations, and project drawings and specifications. The WI High Point Landfill, LLC
facility’s most recent Permit for Land-Disturbing Activities (Permit No. 1900) was issued on
February 19, 2014 in association with landfill construction activities.

Should you have any questions or require additional information, please contact us at (919)
828-0577 or by email below.

Sincerely,
SMITH GARDNER, INC.

Carter T. Shore, E.I. Stacey A. Smith, P.E.
Staff Engineer Senior Engineer
[e-mail] [e-mail]

Attachment

CC: Seth Heath, Waste Industries USA, Inc.
David Pepper, Waste Industries USA, Inc.
File

E&SC Cover Letter - 2016-05-09 - WIHP-16-1
DocuSign Envelope ID: 5D0147EE-237F-49CA-A606-1382D11576E2
6/27/2016

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DocuSign Envelope ID: 5D0147EE-237F-49CA-A606-1382D11576E2

Erosion and Sedimentation Control Plan

WI High Point C&D Landfill
Jamestown, North Carolina

Prepared for:

WI High Point Landfill, LLC
Jamestown, North Carolina

May 2016

Prepared by:

© 2016 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: 5D0147EE-237F-49CA-A606-1382D11576E2

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DocuSign Envelope ID: 5D0147EE-237F-49CA-A606-1382D11576E2
Erosion and Sedimentation Control Plan

WI High Point C&D Landfill
Jamestown, North Carolina

Prepared For:
WI High Point Landfill, LLC
Jamestown, North Carolina

S+G Project No. WIHIGHPOINT-16-1

May 2016

Carter T. Shore, E.I.
Staff Engineer

Stacey A. Smith, P.E.
Senior Engineer
DocuSign Envelope ID: 5D0147EE-237F-49CA-A606-1382D11576E2
6/27/2016

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DocuSign Envelope ID: 5D0147EE-237F-49CA-A606-1382D11576E2

Appendix B
Photographic Log

Construction Quality Assurance Report
Cap Event No. 1 Construction
WI High Point C&D Landfill

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PHOTOGRAPHIC LOG
Client Name:
WI High Point Landfill, LLC

Site Location:
Jamestown, North Carolina

Project No.
WIHIGHPOINT 17-1

Photo No.
1 Date:
6/8/17

Direction Photo Taken:

North
Description:
Installation of downpipe
and cutoff trench for
basin

Photo No.
2 Date:
6/8/17

Direction Photo Taken:
East
Description:

Downpipe connected to
Riser Structure and in
the process of being
buried
PHOTOGRAPHIC LOG
Client Name:
WI High Point Landfill, LLC

Site Location:
Jamestown, North Carolina

Project No.
WIHIGHPOINT 17-1

Photo No.
3 Date:
6/8/17

Direction Photo Taken:

Northeast
Description:
Downpipe connected to
Riser Structure

Photo No.
4 Date:
6/22/17

Direction Photo Taken:
East
Description:

Finished Basin
PHOTOGRAPHIC LOG
Client Name:
WI High Point Landfill, LLC

Site Location:
Jamestown, North Carolina

Project No.
WIHIGHPOINT 17-1

Photo No.
5 Date:
7/12/17

Direction Photo Taken:

North
Description:
Cap construction –
Cover installation

Photo No.
6 Date:
7/12/17

Direction Photo Taken:
Northwest
Description:

Gas vent structure
complete
PHOTOGRAPHIC LOG
Client Name:
WI High Point Landfill, LLC

Site Location:
Jamestown, North Carolina

Project No.
WIHIGHPOINT 17-1

Photo No.
7 Date:
7/12/17

Direction Photo Taken:

Northwest
Description:
Gas vent structure in
process

Photo No.
8 Date:
7/18/17

Direction Photo Taken:
West
Description:

South Cap Section
Complete
PHOTOGRAPHIC LOG
Client Name:
WI High Point Landfill, LLC

Site Location:
Jamestown, North Carolina

Project No.
WIHIGHPOINT 17-1

Photo No.
9 Date:
7/28/17

Direction Photo Taken:
East
Description:
Rip rap reinforced,
grassed, stabilized and
completed drainage
channel DC-9 leading
into sediment basin SB-
8

Photo No.
10 Date:
7/28/17

Direction Photo Taken:
North
Description:
Completed drainage
channel DC-9

PHOTOGRAPHIC LOG
Client Name:
WI High Point Landfill, LLC

Site Location:
Jamestown, North Carolina

Project No.
WIHIGHPOINT 17-1

Photo No.
11 Date:
07/28/17

Direction Photo Taken:
North
Description:
Cap repair southwest
corner of Cap Event 1B

Photo No.
12 Date:
07/28/17

Direction Photo Taken:

South
Description:
West cap slope -
complete

Appendix C
Meeting Minutes

Construction Quality Assurance Report
Cap Event No. 1 Construction
WI High Point C&D Landfill

This page intentionally left blank.

MEMORANDUM

Date: May 11, 2017
To: Distribution and Meeting Attendees
From: W. Michael Brinchek, P.E., Smith Gardner, Inc.
RE: Waste Industries (WI) High Point C&D Landfill – Phase 1 Capping Event
Pre-Construction Meeting Summary

Meeting Summary:

A pre-construction meeting was held Friday, May 5, 2017 at Waste Industries’ High Point
C&D Landfill Office to discuss the Phase 1 capping event and sediment basin construction at
the High Point C&D Landfill, Permit No. 41-16. The meeting began at 11:00 a.m. and the
following represents notes from the items discussed.

Attendance and Introductions:
See attached attendees list.

A. Tentative Construction Schedule/Milestones
Baxter Johnson Contracting (Baxter) will be on site next week to begin clearing operations
for the project. Based on discussions during the meeting, the duration of the project will be
90-120 calendar days. Baxter’s goal is to complete construction by Labor Day 2017
(September 4, 2017).

The construction schedule was discussed. Elements noted during the discussion are as
follows:

• The project will begin immediately with clearing operations around the proposed
sediment basin area and Phase 4 borrow area, as well as the creation of haul roads
• Basin construction and the excavation of the Phase 4 borrow area will begin after
clearing has been completed

B. Permit Requirements

ACOE – Wetlands Impacts
Ms. Dailey of the ACOE said the site should keep in touch with the ACOE if there is
any expectation that impacts to streams or wetlands exceed what is anticipated in
the plans. She also requested that Baxter Johnson maintain a copy of the ACOE
permit on site at all times as well.

DocuSign Envelope ID: 3F825ACB-C808-4EAB-A7F0-0AA27CBC875F

DocuSign Envelope ID: 3F825ACB-C808-4EAB-A7F0-0AA27CBC875F
DocuSign Envelope ID: 3F825ACB-C808-4EAB-A7F0-0AA27CBC875F
DocuSign Envelope ID: 3F825ACB-C808-4EAB-A7F0-0AA27CBC875F
DocuSign Envelope ID: 3F825ACB-C808-4EAB-A7F0-0AA27CBC875F

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feetmeters2000600Haul RoutePhase 4 EarthworkDrainage Channel 9PondCap 1BCap 1ACap 1ADocuSign Envelope ID: 3F825ACB-C808-4EAB-A7F0-0AA27CBC875F
          This Page Intentionally Left Blank

Appendix D
Vegetative Cover Soil Material Control Testing

Construction Quality Assurance Report
Cap Event No. 1 Construction
WI High Point C&D Landfill

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

ATTERBERG LIMITS
ASTM D 4318-10
Client:Smith + Gardner, Inc.Boring No.:NA
Client Reference: WI High Point C&D LF - PH. 3 Depth (ft): NA
Project No.: R-2017-729-003 Sample No.: Cap Soil #1
Lab ID:R-2017-729-003-001 Color: Tan
( MInus No. 40 sieve material)
As Received Water Content
Tare Number 399
Wt. of Tare & Wet Sample (g) 566.75
Wt. of Tare & Dry Sample (g) 542.61
Weight of Tare (g) 86.60
Weight of Water (g) 24.14
Weight of Dry Sample (g) 456.01
Water Content (%) 5.3
NON - PLASTIC
MATERIAL
Tested By BW Date 7/21/17 Checked By GEM Date 7/21/17
/DCN: CT-S4C, DATE: 4/27/17, REVISION : 4e S:\Excel\Excel QA\Spreadsheets\Limit NP.xls

2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net
WASH SIEVE ANALYSIS
ASTM D 422-63 (2007)
Client:Smith + Gardner, Inc.Boring No.:NA
Client Reference: WI High Point C&D LF - PH. 3 Depth (ft):NA
Project No.: R-2017-729-003 Sample No.: Cap Soil #1
Lab ID: R-2017-729-003-001 Soil Color:Tan
SIEVE ANALYSIS HYDROMETER
USCS gravel sand silt and clay
USCS Symbol: SM, TESTED
(NON-PLASTIC FINES)
USCS Classification:SILTY SAND
Tested By APG Date 7/18/17 Checked By GEM Date 7/21/17
page 1 of 2 DCN: CT-S3C DATE 3/20/13 REVISION: 3
0
10
20
30
40
50
60
70
80
90
100
0.0010.010.11101001000Percent Finer By Weight (%)Particle Diameter (mm)
12"6" 3" 3/4" 3/8" #4 #10 #20 #40 #140 #200

2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net
WASH SIEVE ANALYSIS
ASTM D 422-63 (2007)
Client:Smith + Gardner, Inc.Boring No.:NA
Client Reference: WI High Point C&D LF - PH. 3 Depth (ft):NA
Project No.: R-2017-729-003 Sample No.: Cap Soil #1
Lab ID: R-2017-729-003-001 Soil Color:Tan
Moisture Content of Passing 3/4" Sample Water Content of Retained 3/4" Sample
Tare No.399 Tare No.NA
Wt. of Tare & Wet Sample (g) 566.75 Weight of Tare & Wet Sample (g)NA
Wt. of Tare & Dry Sample (g) 542.61 Weight of Tare & Dry Sample (g)NA
Weight of Tare (g)86.60 Weight of Tare (g)NA
Weight of Water (g)24.14 Weight of Water (g)NA
Weight of Dry Sample (g) 456.01 Weight of Dry Sample (g)NA
Moisture Content (%)5.3 Moisture Content (%)NA
Wet Weight of -3/4" Sample (g) NA Weight of the Dry Sample (g)456.01
Dry Weight of - 3/4" Sample (g) 369.1 Weight of - #200 Sample (g)86.88
Wet Weight of +3/4" Sample (g) NA Weight of + #200 Sample (g)369.13
Dry Weight of + 3/4" Sample (g) 0.00
Total Dry Weight of Sample (g) NA
Sieve Sieve Weight of Soil Percent Accumulated Percent Accumulated
Size Opening Retained Retained Percent Finer Percent
Retained Finer
(mm)(g)(%) (%)(%) (%)
12" 300 0.00 0.00 0.00 100.00 100.00
6" 150 0.00 0.00 0.00 100.00 100.00
3" 75 0.00 0.00 0.00 100.00 100.00
2" 50 0.00 0.00 0.00 100.00 100.00
1 1/2" 37.5 0.00 0.00 0.00 100.00 100.00
1" 25.0 0.00 0.00 0.00 100.00 100.00
3/4" 19.0 0.00 0.00 0.00 100.00 100.00
1/2" 12.50 9.06 1.99 1.99 98.01 98.01
3/8" 9.50 8.03 1.76 3.75 96.25 96.25
#4 4.75 18.76 4.11 7.86 92.14 92.14
#10 2.00 63.24 13.87 21.73 78.27 78.27
#20 0.850 81.53 17.88 39.61 60.39 60.39
#40 0.425 4.68 1.03 40.64 59.36 59.36
#60 0.250 114.86 25.19 65.82 34.18 34.18
#140 0.106 54.98 12.06 77.88 22.12 22.12
#200 0.075 13.99 3.07 80.95 19.05 19.05
Pan -86.88 19.05 100.00 --
Tested By APG Date 7/18/17 Checked By GEM Date 7/21/17
page 2 of 2 DCN: CT-S3C DATE 3/20/13 REVISION: 3

2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net
ATTERBERG LIMITS
ASTM D 4318-10
Client:Smith + Gardner, Inc.Boring No.:NA
Client Reference: WI High Point C&D LF - Ph. 3 Depth (ft): NA
Project No.: R-2017-729-003 Sample No.: Cap Soil #2
Lab ID:R-2017-729-003-002 Soil Description: GRAY SILTY CLAY
Note: The USCS symbol used with this test refers only to the minus No. 40 ( Minus No. 40 sieve material, Air dried)
sieve material. See the "Sieve and Hydrometer Analysis" graph page for the complete material description.
1 2 3 M
Tare Number:1M A-K A-T U
Wt. of Tare & Wet Sample (g): 29.76 29.44 29.76 L
Wt. of Tare & Dry Sample (g): 27.14 26.60 26.77 T
Weight of Tare (g): 15.86 15.47 15.54 I
Weight of Water (g): 2.6 2.8 3.0 P
Weight of Dry Sample (g): 11.3 11.1 11.2 O
Was As Received MC Preserved:I
Moisture Content (%): 23.2 25.5 26.6 N
Number of Blows: 32 25 15 T
Plastic Limit Test 1 2 Range Test Results
Tare Number:V-2 B Liquid Limit (%): 25
Wt. of Tare & Wet Sample (g): 21.58 21.38
Wt. of Tare & Dry Sample (g): 20.63 20.41 Plastic Limit (%): 19
Weight of Tare (g): 15.59 15.19
Weight of Water (g): 0.9 1.0 Plasticity Index (%): 6
Weight of Dry Sample (g): 5.0 5.2
USCS Symbol: CL-ML
Moisture Content (%): 18.8 18.6 0.3
Note: The acceptable range of the two Moisture contents is ± 2.6
Flow Curve Plasticity Chart
Tested By BW Date 7/21/17 Checked By SFS Date 7/24/17
page 1 of 1 DCN: CTS4B, REV. 5, 9/13/13
S:\Excel\Excel QA\Spreadsheets\Limit 3Pt.xls
84.76
717.78
768.70
Liquid Limit TestAs Received Moisture Content
Yes
305
ASTM D2216-10
8.0
633.0
50.9
20
21
22
23
24
25
26
27
110100Water Content (%)Number of Blows
0
10
20
30
40
50
60
0 20406080100Plasticity Index (%)Liquid Limit (%)
CL CH
MH
CL-ML
ML

2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net
WASH SIEVE ANALYSIS
ASTM D 422-63 (2007)
Client:Smith + Gardner, Inc.Boring No.:NA
Client Reference: WI High Point C&D LF - Ph. 3 Depth (ft):NA
Project No.: R-2017-729-003 Sample No.: Cap Soil #2
Lab ID: R-2017-729-003-002 Soil Color:GRAY
SIEVE ANALYSIS HYDROMETER
USCS gravel sand silt and clay
USCS Symbol: SC-SM, TESTED
USCS Classification:SILTY, CLAYEY SAND WITH GRAVEL
Tested By APG Date 7/18/17 Checked By GEM Date 7/21/17
page 1 of 2 DCN: CT-S3C DATE 3/20/13 REVISION: 3
0
10
20
30
40
50
60
70
80
90
100
0.0010.010.11101001000Percent Finer By Weight (%)Particle Diameter (mm)
12"6" 3" 3/4" 3/8" #4 #10 #20 #40 #140 #200

2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net
WASH SIEVE ANALYSIS
ASTM D 422-63 (2007)
Client:Smith + Gardner, Inc.Boring No.:NA
Client Reference: WI High Point C&D LF - Ph. 3 Depth (ft):NA
Project No.: R-2017-729-003 Sample No.: Cap Soil #2
Lab ID: R-2017-729-003-002 Soil Color:GRAY
Moisture Content of Passing 3/4" Sample Water Content of Retained 3/4" Sample
Tare No.305 Tare No.NA
Wt. of Tare & Wet Sample (g) 768.70 Weight of Tare & Wet Sample (g)NA
Wt. of Tare & Dry Sample (g) 717.78 Weight of Tare & Dry Sample (g)NA
Weight of Tare (g)84.76 Weight of Tare (g)NA
Weight of Water (g)50.92 Weight of Water (g)NA
Weight of Dry Sample (g) 633.02 Weight of Dry Sample (g)NA
Moisture Content (%)8.0 Moisture Content (%)NA
Wet Weight of -3/4" Sample (g) NA Weight of the Dry Sample (g)633.02
Dry Weight of - 3/4" Sample (g) 511.0 Weight of - #200 Sample (g)122.07
Wet Weight of +3/4" Sample (g) NA Weight of + #200 Sample (g)510.95
Dry Weight of + 3/4" Sample (g) 0.00
Total Dry Weight of Sample (g) NA
Sieve Sieve Weight of Soil Percent Accumulated Percent Accumulated
Size Opening Retained Retained Percent Finer Percent
Retained Finer
(mm)(g)(%) (%)(%) (%)
12" 300 0.00 0.00 0.00 100.00 100.00
6" 150 0.00 0.00 0.00 100.00 100.00
3" 75 0.00 0.00 0.00 100.00 100.00
2" 50 0.00 0.00 0.00 100.00 100.00
1 1/2" 37.5 0.00 0.00 0.00 100.00 100.00
1" 25.0 0.00 0.00 0.00 100.00 100.00
3/4" 19.0 0.00 0.00 0.00 100.00 100.00
1/2" 12.50 48.87 7.72 7.72 92.28 92.28
3/8" 9.50 12.20 1.93 9.65 90.35 90.35
#4 4.75 60.99 9.63 19.28 80.72 80.72
#10 2.00 102.68 16.22 35.50 64.50 64.50
#20 0.850 100.17 15.82 51.33 48.67 48.67
#40 0.425 1.14 0.18 51.51 48.49 48.49
#60 0.250 109.24 17.26 68.76 31.24 31.24
#140 0.106 58.30 9.21 77.97 22.03 22.03
#200 0.075 17.36 2.74 80.72 19.28 19.28
Pan -122.07 19.28 100.00 --
Tested By APG Date 7/18/17 Checked By GEM Date 7/21/17
page 2 of 2 DCN: CT-S3C DATE 3/20/13 REVISION: 3

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

ATTERBERG LIMITS
ASTM D 4318-10
Client:Smith + Gardner, Inc.Boring No.:NA
Client Reference: WI High Point C&D LF - PH. 3 Depth (ft): NA
Project No.: R-2017-729-003 Sample No.: Cap Soil #3
Lab ID:R-2017-729-003-003 Color: Tan
( MInus No. 40 sieve material)
As Received Water Content
Tare Number 398
Wt. of Tare & Wet Sample (g) 659.29
Wt. of Tare & Dry Sample (g) 635.38
Weight of Tare (g) 83.93
Weight of Water (g) 23.91
Weight of Dry Sample (g) 551.45
Water Content (%) 4.3
NON - PLASTIC
MATERIAL
Tested By HM Date 7/20/17 Checked By GEM Date 7/21/17
/DCN: CT-S4C, DATE: 4/27/17, REVISION : 4e S:\Excel\Excel QA\Spreadsheets\Limit NP.xls

2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net
WASH SIEVE ANALYSIS
ASTM D 422-63 (2007)
Client:Smith + Gardner, Inc.Boring No.:NA
Client Reference: WI High Point C&D LF - PH. 3 Depth (ft):NA
Project No.: R-2017-729-003 Sample No.: Cap Soil #3
Lab ID: R-2017-729-003-003 Soil Color:GRAY
SIEVE ANALYSIS HYDROMETER
USCS gravel sand silt and clay
USCS Symbol: SM, TESTED
(NON-PLASTIC FINES)
USCS Classification:SILTY SAND
Tested By APG Date 7/18/17 Checked By GEM Date 7/21/17
page 1 of 2 DCN: CT-S3C DATE 3/20/13 REVISION: 3
0
10
20
30
40
50
60
70
80
90
100
0.0010.010.11101001000Percent Finer By Weight (%)Particle Diameter (mm)
12"6" 3" 3/4" 3/8" #4 #10 #20 #40 #140 #200

2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net
WASH SIEVE ANALYSIS
ASTM D 422-63 (2007)
Client:Smith + Gardner, Inc.Boring No.:NA
Client Reference: WI High Point C&D LF - PH. 3 Depth (ft):NA
Project No.: R-2017-729-003 Sample No.: Cap Soil #3
Lab ID: R-2017-729-003-003 Soil Color:GRAY
Moisture Content of Passing 3/4" Sample Water Content of Retained 3/4" Sample
Tare No.398 Tare No.NA
Wt. of Tare & Wet Sample (g) 659.29 Weight of Tare & Wet Sample (g)NA
Wt. of Tare & Dry Sample (g) 635.38 Weight of Tare & Dry Sample (g)NA
Weight of Tare (g)83.93 Weight of Tare (g)NA
Weight of Water (g)23.91 Weight of Water (g)NA
Weight of Dry Sample (g) 551.45 Weight of Dry Sample (g)NA
Moisture Content (%)4.3 Moisture Content (%)NA
Wet Weight of -3/4" Sample (g) NA Weight of the Dry Sample (g)551.45
Dry Weight of - 3/4" Sample (g) 456.1 Weight of - #200 Sample (g)95.31
Wet Weight of +3/4" Sample (g) NA Weight of + #200 Sample (g)456.14
Dry Weight of + 3/4" Sample (g) 0.00
Total Dry Weight of Sample (g) NA
Sieve Sieve Weight of Soil Percent Accumulated Percent Accumulated
Size Opening Retained Retained Percent Finer Percent
Retained Finer
(mm)(g)(%) (%)(%) (%)
12" 300 0.00 0.00 0.00 100.00 100.00
6" 150 0.00 0.00 0.00 100.00 100.00
3" 75 0.00 0.00 0.00 100.00 100.00
2" 50 0.00 0.00 0.00 100.00 100.00
1 1/2" 37.5 0.00 0.00 0.00 100.00 100.00
1" 25.0 0.00 0.00 0.00 100.00 100.00
3/4" 19.0 0.00 0.00 0.00 100.00 100.00
1/2" 12.50 0.00 0.00 0.00 100.00 100.00
3/8" 9.50 6.58 1.19 1.19 98.81 98.81
#4 4.75 31.81 5.77 6.96 93.04 93.04
#10 2.00 84.66 15.35 22.31 77.69 77.69
#20 0.850 105.63 19.15 41.47 58.53 58.53
#40 0.425 18.69 3.39 44.86 55.14 55.14
#60 0.250 126.85 23.00 67.86 32.14 32.14
#140 0.106 65.66 11.91 79.77 20.23 20.23
#200 0.075 16.26 2.95 82.72 17.28 17.28
Pan -95.31 17.28 100.00 --
Tested By APG Date 7/18/17 Checked By GEM Date 7/21/17
page 2 of 2 DCN: CT-S3C DATE 3/20/13 REVISION: 3

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

ATTERBERG LIMITS
ASTM D 4318-10
Client:Smith + Gardner, Inc.Boring No.:NA
Client Reference: WI High Point C&D LF - PH. 3 Depth (ft): NA
Project No.: R-2017-729-003 Sample No.: Cap Soil #4
Lab ID:R-2017-729-003-004 Color: Gray
( MInus No. 40 sieve material)
As Received Water Content
Tare Number 300
Wt. of Tare & Wet Sample (g) 762.37
Wt. of Tare & Dry Sample (g) 717.17
Weight of Tare (g) 110.94
Weight of Water (g) 45.20
Weight of Dry Sample (g) 606.23
Water Content (%) 7.5
NON - PLASTIC
MATERIAL
Tested By HM Date 7/20/17 Checked By GEM Date 7/21/17
/DCN: CT-S4C, DATE: 4/27/17, REVISION : 4e S:\Excel\Excel QA\Spreadsheets\Limit NP.xls

2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net
WASH SIEVE ANALYSIS
ASTM D 422-63 (2007)
Client:Smith + Gardner, Inc.Boring No.:NA
Client Reference: WI High Point C&D LF - PH. 3 Depth (ft):NA
Project No.: R-2017-729-003 Sample No.: Cap Soil #4
Lab ID: R-2017-729-003-004 Soil Color:GRAY
SIEVE ANALYSIS HYDROMETER
USCS gravel sand silt and clay
USCS Symbol: SM, TESTED
(NON-PLASTIC FINES)
USCS Classification:SILTY SAND WITH GRAVEL
Tested By APG Date 7/18/17 Checked By GEM Date 7/21/17
page 1 of 2 DCN: CT-S3C DATE 3/20/13 REVISION: 3
0
10
20
30
40
50
60
70
80
90
100
0.0010.010.11101001000Percent Finer By Weight (%)Particle Diameter (mm)
12"6" 3" 3/4" 3/8" #4 #10 #20 #40 #140 #200

2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net
WASH SIEVE ANALYSIS
ASTM D 422-63 (2007)
Client:Smith + Gardner, Inc.Boring No.:NA
Client Reference: WI High Point C&D LF - PH. 3 Depth (ft):NA
Project No.: R-2017-729-003 Sample No.: Cap Soil #4
Lab ID: R-2017-729-003-004 Soil Color:GRAY
Moisture Content of Passing 3/4" Sample Water Content of Retained 3/4" Sample
Tare No.300 Tare No.NA
Wt. of Tare & Wet Sample (g) 762.37 Weight of Tare & Wet Sample (g)NA
Wt. of Tare & Dry Sample (g) 717.17 Weight of Tare & Dry Sample (g)NA
Weight of Tare (g)110.94 Weight of Tare (g)NA
Weight of Water (g)45.20 Weight of Water (g)NA
Weight of Dry Sample (g) 606.23 Weight of Dry Sample (g)NA
Moisture Content (%)7.5 Moisture Content (%)NA
Wet Weight of -3/4" Sample (g) NA Weight of the Dry Sample (g)606.23
Dry Weight of - 3/4" Sample (g) 488.3 Weight of - #200 Sample (g)117.91
Wet Weight of +3/4" Sample (g) NA Weight of + #200 Sample (g)488.32
Dry Weight of + 3/4" Sample (g) 0.00
Total Dry Weight of Sample (g) NA
Sieve Sieve Weight of Soil Percent Accumulated Percent Accumulated
Size Opening Retained Retained Percent Finer Percent
Retained Finer
(mm)(g)(%) (%)(%) (%)
12" 300 0.00 0.00 0.00 100.00 100.00
6" 150 0.00 0.00 0.00 100.00 100.00
3" 75 0.00 0.00 0.00 100.00 100.00
2" 50 0.00 0.00 0.00 100.00 100.00
1 1/2" 37.5 0.00 0.00 0.00 100.00 100.00
1" 25.0 0.00 0.00 0.00 100.00 100.00
3/4" 19.0 0.00 0.00 0.00 100.00 100.00
1/2" 12.50 29.23 4.82 4.82 95.18 95.18
3/8" 9.50 20.85 3.44 8.26 91.74 91.74
#4 4.75 60.27 9.94 18.20 81.80 81.80
#10 2.00 104.68 17.27 35.47 64.53 64.53
#20 0.850 98.22 16.20 51.67 48.33 48.33
#40 0.425 0.61 0.10 51.77 48.23 48.23
#60 0.250 99.29 16.38 68.15 31.85 31.85
#140 0.106 56.82 9.37 77.52 22.48 22.48
#200 0.075 18.35 3.03 80.55 19.45 19.45
Pan -117.91 19.45 100.00 --
Tested By APG Date 7/18/17 Checked By GEM Date 7/21/17
page 2 of 2 DCN: CT-S3C DATE 3/20/13 REVISION: 3

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

ATTERBERG LIMITS
ASTM D 4318-10
Client:Smith + Gardner, Inc.Boring No.:NA
Client Reference: WI High Point C&D LF - PH. 3 Depth (ft): NA
Project No.: R-2017-729-004 Sample No.: Cap Soil #5
Lab ID:R-2017-729-004-001 Color: DARK BROWN
( MInus No. 40 sieve material)
As Received Water Content
Tare Number NE-04
Wt. of Tare & Wet Sample (g) 884.63
Wt. of Tare & Dry Sample (g) 805.01
Weight of Tare (g) 228.30
Weight of Water (g) 79.62
Weight of Dry Sample (g) 576.71
Water Content (%) 13.8
NON - PLASTIC
MATERIAL
Tested By BW Date 7/26/17 Checked By GEM Date 7/26/17
/DCN: CT-S4C, DATE: 4/27/17, REVISION : 4e S:\Excel\Excel QA\Spreadsheets\Limit NP.xls

2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net
SIEVE ANALYSIS
ASTM D 422-63 (2007)
Client Smith + Gardner, Inc. Boring No. NA
Client Reference WI High Point C&D LF - PH. 3 Depth (ft) NA
Project No. R-2017-729-004 Sample No. Cap Soil #5
Lab ID R-2017-729-004-001 Soil Color DARK BROWN
SIEVE ANALYSIS HYDROMETER
USCS gravel sand silt and clay
USCS Symbol SM, TESTED (NON PLASTIC FINES)
USCS Classification SILTY SAND
Tested By MY Date 7/21/17 Checked By GEM Date 7/26/17
page 1 of 2 DCN: CT-S3A DATE 6-25-98 REVISION 2Z:\2017 PROJECTS\2017-729 SMITH + GARDNER - HIGH POINT C&D LF CLOSURE\[2017-729-004-001 J-SIEVEON.xls]Sheet1
0
10
20
30
40
50
60
70
80
90
100
0.0010.010.11101001000Percent Finer By WeightParticle Diameter (mm)
12"6"3"3/4"3/8"#4 #10 #20 #40 #140 #200

2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net
WASH SIEVE ANALYSIS
ASTM D 422-63 (2007)
Client Smith + Gardner, Inc.Boring No.NAClient Reference WI High Point C&D LF - PH. 3 Depth (ft)NA
Project No.R-2017-729-004 Sample No. Cap Soil #5
Lab ID R-2017-729-004-001 Soil Color DARK BROWN
Moisture Content of Passing 3/4" Material Water Content of Retained 3/4" Material
Tare No.NE-04 Tare No.NE-06
Wgt.Tare + Wet Specimen (gm) 884.63 Wgt.Tare + Wet Specimen (gm)303.72
Wgt.Tare + Dry Specimen (gm) 805.01 Wgt.Tare + Dry Specimen (gm)301.05
Weight of Tare (gm)228.30 Weight of Tare (gm)227.84Weight of Water (gm)79.62 Weight of Water (gm)2.67
Weight of Dry Soil (gm)576.71 Weight of Dry Soil (gm)73.21
Moisture Content (%)13.8 Moisture Content (%)3.6
Wet Weight -3/4" Sample (gm) 13052.8 Weight of the Dry Specimen (gm)576.71
Dry Weight - 3/4" Sample (gm) 11469.4 Weight of minus #200 material (gm)161.14
Wet Weight +3/4" Sample (gm) 69.05 Weight of plus #200 material (gm)415.57
Dry Weight + 3/4" Sample (gm) 66.62
Total Dry Weight Sample (gm) 11536.0 J - Factor (Percent Finer than 3/4")0.9942
Sieve Sieve Wgt.of Soil Percent Accumulated Percent Accumulated
Size Opening Retained Retained Percent Finer Percent
(mm)Retained Finer (gm)(%) (%)(%)(%)
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
1" 25 37.66 0.3 0.3 99.7 99.73/4" 19 31.39 0.3 0.6 99.4 99.4
1/2" 12.5 0.00 0.0 0.0 100.0 99.4
3/8" 9.5 4.59 0.8 0.8 99.2 98.6
#4 4.75 2.95 0.5 1.3 98.7 98.1
#10 2 28.68 5.0 6.3 93.7 93.2
#20 0.85 75.19 ( ** ) 13.0 19.3 80.7 80.2
#40 0.425 87.80 15.2 34.5 65.5 65.1
#60 0.25 79.47 13.8 48.3 51.7 51.4
#140 0.106 109.98 19.1 67.4 32.6 32.4
#200 0.075 26.91 4.7 72.1 27.9 27.8
Pan -161.14 27.9 100.0 --
Notes :( * ) The + 3/4" sieve analysis is based on the Total Dry Weight of the Sample
( ** ) The - 3/4" sieve analysis is based on the Weight of the Dry Specimen
Tested By MY Date 7/21/17 Checked By GEM Date 7/26/17
page 2 of 2 DCN: CT-S3A DATE 5-17-00 REVISION 3Z:\2017 PROJECTS\2017-729 SMITH + GARDNER - HIGH POINT C&D LF CLOSURE\[2017-729-004-001 J-SIEVEON.xls]Sheet1
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net
ATTERBERG LIMITS
ASTM D 4318-17
Client:Smith + Gardner, Inc.Boring No.:NA
Client Reference:WI High Point C&D LF - Ph. 3 Depth (ft):NA
Project No.:R-2017-729-005 Sample No.:Cap Soil #6
Lab ID:R-2017-729-005-001 Color:Grayish Brown
( MInus No. 40 sieve material)
As Received Water Content
Tare Number 581
Wt. of Tare & Wet Sample (g)963.40
Wt. of Tare & Dry Sample (g)890.40
Weight of Tare (g)308.88
Weight of Water (g)73.00
Weight of Dry Sample (g)581.52
Water Content (%)12.6
NON - PLASTIC
MATERIAL
Tested By BE Date 8/8/17 Checked By NC Date 8/8/17
/DCN: CT-S4C, DATE: 4/27/17, REVISION : 4e S:\Excel\Excel QA\Spreadsheets\Limit NP.xls
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net
SIEVE ANALYSIS
ASTM D 422-63 (2007)/AASHTO T88-00 SOP-S3
Client:Smith + Gardner, Inc.Boring No.:NA
Client Reference:WI High Point C&D LF - Ph. 3 Depth (ft):NA
Project No.:R-2017-729-005 Sample No.:Cap Soil #6
Lab ID: R-2017-729-005-001 Soil Color:Grayish Brown
SIEVE ANALYSIS HYDROMETER
USCS gravel sand silt and clay
USCS Symbol:
SM, TESTED
USCS Classification:
SILTY SAND
(NON-PLASTIC FINES)
Tested By NC Date 7/31/2017 Checked By BE Date 8/8/2017
page 1 of 2 DCN: CT-S3A DATE 10-03-07 REVISION 4C:\Users\TenLab#02\Desktop\Projects Folder\Raleigh Projects\2017\R-2017-729 - Smith + Gardner\005\[R-2017-729-005-001 D422.xls]Raw Data
0
10
20
30
40
50
60
70
80
90
100
0.0010.010.11101001000Percent Finer By WeightParticle Diameter (mm)
12"6" 3" 3/4" 3/8" #4 #10 #20 #40 #140 #200

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

WASH SIEVE ANALYSIS
ASTM D 422-63 (2007)/AASHTO T88-00 SOP-S3
Client:Smith + Gardner, Inc.Boring No.:NA
Client Reference:WI High Point C&D LF - Ph. 3 Depth (ft):NA
Project No.:R-2017-729-005 Sample No.:Cap Soil #6
Lab ID: R-2017-729-005-001 Soil Color:Grayish Brown

Moisture Content of Passing 3/4" Material Water Content of Retained 3/4" Material
Tare No.:581 Tare No.:8
Wt. of Tare & Wet Sample (g):963.40 Weight of Tare & Wet Sample (g):337.69
Wt. of Tare & Dry Sample (g):890.40 Weight of Tare & Dry Sample (g):318.09
Weight of Tare (g):308.88 Weight of Tare (g):87.40
Weight of Water (g):73.00 Weight of Water (g):19.60
Weight of Dry Soil (g):581.52 Weight of Dry Soil (g):230.69
Moisture Content (%):12.6 Moisture Content (%):8.5
Wet Weight of -3/4" Sample (g):3874 Weight of the Dry Sample (g):581.52
Dry Weight of - 3/4" Sample (g): 3441.9 Weight of minus #200 Material (g):193.67
Wet Weight of +3/4" Sample (g):231.50 Weight of plus #200 Material (g):387.85
Dry Weight of + 3/4" Sample (g): 213.37
Total Dry Weight of Sample (g):3655.3 J - Factor (Percent Finer than 3/4"):0.9416
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"37.5 208.25 5.25 5.25 94.75 94.75
1"25 0.00 0.00 5.25 94.75 94.75
3/4"19 23.25 0.59 5.84 94.16 94.16
1/2"12.5 0.00 0.00 0.00 100.00 94.16
3/8"9.5 8.46 1.45 1.45 98.55 92.79
#4 4.75 6.02 1.04 2.49 97.51 91.82
#10 2 26.15 4.50 6.99 93.01 87.58
#20 0.85 64.33 ( ** )11.06 18.05 81.95 77.17
#40 0.425 77.70 13.36 31.41 68.59 64.59
#60 0.25 78.06 13.42 44.83 55.17 51.95
#140 0.106 100.25 17.24 62.07 37.93 35.71
#200 0.075 26.88 4.62 66.70 33.30 31.36
Pan -193.67 33.30 100.00 --
Notes :( * ) The + 3/4" sieve analysis is based on the Total Dry Weight of the Sample
( ** ) The - 3/4" sieve analysis is based on the Weight of the Dry Specimen
Tested By NC Date 7/31/2017 Checked By BE Date 8/8/2017
page 2 of 2 DCN: CT-S3A DATE 10-03-07 REVISION 4C:\Users\TenLab#02\Desktop\Projects Folder\Raleigh Projects\2017\R-2017-729 - Smith + Gardner\005\[R-2017-729-005-001 D422.xls]Raw Data
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net
ATTERBERG LIMITS
ASTM D 4318-17
Client:Smith + Gardner, Inc.Boring No.:NA
Client Reference:WI High Point C&D LF - Ph. 3 Depth (ft):NA
Project No.:R-2017-729-005 Sample No.:Cap Soil #7
Lab ID:R-2017-729-005-002 Color:Tan
( MInus No. 40 sieve material)
As Received Water Content
Tare Number 1566
Wt. of Tare & Wet Sample (g)921.65
Wt. of Tare & Dry Sample (g)899.16
Weight of Tare (g)309.54
Weight of Water (g)22.49
Weight of Dry Sample (g)589.62
Water Content (%)3.8
NON - PLASTIC
MATERIAL
Tested By BE Date 8/8/17 Checked By NC Date 8/8/17
/DCN: CT-S4C, DATE: 4/27/17, REVISION : 4e S:\Excel\Excel QA\Spreadsheets\Limit NP.xls
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net
SIEVE ANALYSIS
ASTM D 422-63 (2007)
Client:Smith + Gardner, Inc.Boring No.:NA
Client Reference:WI High Point C&D LF - Ph. 3 Depth (ft):NA
Project No.:R-2017-729-005 Sample No.:Cap Soil #7
Lab ID:R-2017-729-005-002 Soil Color:Tan
SIEVE ANALYSIS HYDROMETER
USCS gravel sand silt and clay
USCS Symbol:
SM, TESTED
USCS Classification:
SILTY SAND
(NON-PLASTIC FINES)
Tested By BE Date 8/8/17 Checked By NC Date 8/8/17
page 1 of 2 DCN: CT-S3C DATE 3/20/13 REVISION: 3
0
10
20
30
40
50
60
70
80
90
100
0.0010.010.11101001000Percent Finer By Weight (%)Particle Diameter (mm)
12"6" 3" 3/4" 3/8" #4 #10 #20 #40 #140 #200

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

WASH SIEVE ANALYSIS
ASTM D 422-63 (2007)
Client:Smith + Gardner, Inc.Boring No.:NA
Client Reference:WI High Point C&D LF - Ph. 3 Depth (ft):NA
Project No.:R-2017-729-005 Sample No.:Cap Soil #7
Lab ID:R-2017-729-005-002 Soil Color:Tan

Moisture Content of Passing 3/4" Sample Water Content of Retained 3/4" Sample
Tare No.:1566 Tare No.:NA
Wt. of Tare & Wet Sample (g):921.65 Weight of Tare & Wet Sample (g):NA
Wt. of Tare & Dry Sample (g):899.16 Weight of Tare & Dry Sample (g):NA
Weight of Tare (g):309.54 Weight of Tare (g):NA
Weight of Water (g):22.49 Weight of Water (g):NA
Weight of Dry Sample (g):589.62 Weight of Dry Sample (g):NA
Moisture Content (%):3.8 Moisture Content (%):NA
Wet Weight of -3/4" Sample (g):NA Weight of the Dry Sample (g):589.62
Dry Weight of - 3/4" Sample (g): 589.6 Weight of - #200 Material (g):118.18
Wet Weight of +3/4" Sample (g):NA Weight of + #200 Material (g):471.44
Dry Weight of + 3/4" Sample (g): 0.00
Total Dry Weight of Sample (g): NA
Sieve Sieve Weight of Soil Percent Accumulated Percent Accumulated
Size Opening Retained Retained Percent Finer Percent
Retained Finer (mm)(g)(%)(%)(%)(%)
12"300 0.00 0.00 0.00 100.00 100.00
6"150 0.00 0.00 0.00 100.00 100.00
3"75 0.00 0.00 0.00 100.00 100.00
2"50 0.00 0.00 0.00 100.00 100.00
1 1/2"37.5 0.00 0.00 0.00 100.00 100.00
1"25.0 0.00 0.00 0.00 100.00 100.003/4"19.0 0.00 0.00 0.00 100.00 100.00
1/2"12.50 0.00 0.00 0.00 100.00 100.00
3/8"9.50 0.00 0.00 0.00 100.00 100.00
#4 4.75 19.38 3.29 3.29 96.71 96.71
#10 2.00 93.93 15.93 19.22 80.78 80.78
#20 0.850 117.04 19.85 39.07 60.93 60.93
#40 0.425 92.01 15.60 54.67 45.33 45.33#60 0.250 63.45 10.76 65.43 34.57 34.57
#140 0.106 67.41 11.43 76.87 23.13 23.13
#200 0.075 18.22 3.09 79.96 20.04 20.04
Pan -118.18 20.04 100.00 --
Tested By BE Date 8/8/17 Checked By NC Date 8/8/17
page 2 of 2 DCN: CT-S3C DATE 3/20/13 REVISION: 3
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net
ATTERBERG LIMITS
ASTM D 4318-17
Client:Smith + Gardner, Inc.Boring No.:NA
Client Reference:WI High Point C&D LF - Ph. 3 Depth (ft):NA
Project No.:R-2017-729-005 Sample No.:Cap Soil #8
Lab ID:R-2017-729-005-003 Color:Grayish Brown
( MInus No. 40 sieve material)
As Received Water Content
Tare Number 590
Wt. of Tare & Wet Sample (g)942.45
Wt. of Tare & Dry Sample (g)873.57
Weight of Tare (g)308.46
Weight of Water (g)68.88
Weight of Dry Sample (g)565.11
Water Content (%)12.2
NON - PLASTIC
MATERIAL
Tested By BE Date 8/8/17 Checked By NC Date 8/8/17
/DCN: CT-S4C, DATE: 4/27/17, REVISION : 4e S:\Excel\Excel QA\Spreadsheets\Limit NP.xls
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net
SIEVE ANALYSIS
ASTM D 422-63 (2007)
Client:Smith + Gardner, Inc.Boring No.:NA
Client Reference:WI High Point C&D LF - Ph. 3 Depth (ft):NA
Project No.:R-2017-729-005 Sample No.:Cap Soil #8
Lab ID:R-2017-729-005-003 Soil Color:Grayish Brown
SIEVE ANALYSIS HYDROMETER
USCS gravel sand silt and clay
USCS Symbol:
SM, TESTED
USCS Classification:
SILTY SAND
(NON-PLASTIC FINES)
Tested By BE Date 8/8/17 Checked By NC Date 8/8/17
page 1 of 2 DCN: CT-S3C DATE 3/20/13 REVISION: 3
0
10
20
30
40
50
60
70
80
90
100
0.0010.010.11101001000Percent Finer By Weight (%)Particle Diameter (mm)
12"6" 3" 3/4" 3/8" #4 #10 #20 #40 #140 #200

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

WASH SIEVE ANALYSIS
ASTM D 422-63 (2007)
Client:Smith + Gardner, Inc.Boring No.:NA
Client Reference:WI High Point C&D LF - Ph. 3 Depth (ft):NA
Project No.:R-2017-729-005 Sample No.:Cap Soil #8
Lab ID:R-2017-729-005-003 Soil Color:Grayish Brown

Moisture Content of Passing 3/4" Sample Water Content of Retained 3/4" Sample
Tare No.:590 Tare No.:NA
Wt. of Tare & Wet Sample (g):942.45 Weight of Tare & Wet Sample (g):NA
Wt. of Tare & Dry Sample (g):873.57 Weight of Tare & Dry Sample (g):NA
Weight of Tare (g):308.46 Weight of Tare (g):NA
Weight of Water (g):68.88 Weight of Water (g):NA
Weight of Dry Sample (g):565.11 Weight of Dry Sample (g):NA
Moisture Content (%):12.2 Moisture Content (%):NA
Wet Weight of -3/4" Sample (g):NA Weight of the Dry Sample (g):565.11
Dry Weight of - 3/4" Sample (g): 565.1 Weight of - #200 Material (g):189.38
Wet Weight of +3/4" Sample (g):NA Weight of + #200 Material (g):375.73
Dry Weight of + 3/4" Sample (g): 0.00
Total Dry Weight of Sample (g): NA
Sieve Sieve Weight of Soil Percent Accumulated Percent Accumulated
Size Opening Retained Retained Percent Finer Percent
Retained Finer (mm)(g)(%)(%)(%)(%)
12"300 0.00 0.00 0.00 100.00 100.00
6"150 0.00 0.00 0.00 100.00 100.00
3"75 0.00 0.00 0.00 100.00 100.00
2"50 0.00 0.00 0.00 100.00 100.00
1 1/2"37.5 0.00 0.00 0.00 100.00 100.00
1"25.0 0.00 0.00 0.00 100.00 100.003/4"19.0 0.00 0.00 0.00 100.00 100.00
1/2"12.50 0.00 0.00 0.00 100.00 100.00
3/8"9.50 0.00 0.00 0.00 100.00 100.00
#4 4.75 8.26 1.46 1.46 98.54 98.54
#10 2.00 26.82 4.75 6.21 93.79 93.79
#20 0.850 62.53 11.07 17.27 82.73 82.73
#40 0.425 75.73 13.40 30.67 69.33 69.33#60 0.250 75.98 13.45 44.12 55.88 55.88
#140 0.106 99.26 17.56 61.68 38.32 38.32
#200 0.075 27.15 4.80 66.49 33.51 33.51
Pan -189.38 33.51 100.00 --
Tested By BE Date 8/8/17 Checked By NC Date 8/8/17
page 2 of 2 DCN: CT-S3C DATE 3/20/13 REVISION: 3

Appendix E
Vegetative Cover Soil Record Tests

Construction Quality Assurance Report
Cap Event No. 1 Construction
WI High Point C&D Landfill

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2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net Smith + Gardner, inc.WI Hign Point C & D Landfill Cap2017-729Report Number : Geotechnics Representative : Page : 1 of 1Date (s) : Reviewed By : Date : 8/27/17Contractor : Borrow Source :MDD pcf Opt. %M WD (pcf) % M DD (pcf) % C % Req.ND- 1 Cap N/A 6" SF-1 107.2 15.8114.2 15.0 99.3 92.6% 95.0%ND- 2 Cap N/A 6" SF-1 107.2 15.8111.3 15.2 96.6 90.1% 95.0%ND- 3 Cap N/A 6" SF-1 107.2 15.8115.7 16.0 99.7 93.0% 95.0%ND- 4 Cap N/A 6" SF-1 107.2 15.8115.6 15.3 100.3 93.5% 95.0%Client:Project Name :Project Number :Field Density ReportCFDR-01Jeremy Shaw7/7/17Shannon SisellBaxter Johnson On SiteCompaction Equipment :1 HAMM 3410 Sheeps FootTest Number Test LocationElevation/ LiftRod DepthProctor I.D. No.Proctor Data Measured In Place CompactionCommentsDensity Count Moisture Count13957 3440 2011 572Gauge Number Gauge Model
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net CQA Moisture Density RelationshipsClient:Smith + Gardner, inc.Project Name :WI Hign Point C & D Landfill CapProject Number :2017-72970.080.090.0100.0110.0120.0130.0140.00.0 10.0 20.0 30.0 40.0 50.0Density (pcf)Moisture Content (%)100% Saturation Line Based on SG of 2.7(Assumed)SF-1 2017-729-001-001 107.2 @ 15.8%MSF-2 2017-729-001-002 103.8 @ 16.6%MSF-3 2017-729-002-001 118.9 @ 11.5%M
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net Smith + Gardner, inc.WI Hign Point C & D Landfill Cap2017-729Report Number : Geotechnics Representative : Page : 1 of 1Date (s) : Reviewed By : Date : 8/27/17Contractor : Borrow Source :MDD pcf Opt. %M WD (pcf) % M DD (pcf) % C % Req.ND- 5 Cap N/A 6" SF-1 107.2 15.8115.8 15.9 99.9 93.2% 95.0%ND- 6 Cap N/A 6" SF-1 107.2 15.8114.3 15.9 98.6 92.0% 95.0%ND- 7 Cap N/A 6" SF-1 107.2 15.8116.4 15.4 100.9 94.1% 95.0%ND- 8 Cap N/A 6" SF-1 107.2 15.8112.5 15.6 97.3 90.8% 95.0%ND- 9 Cap N/A 6" SF-1 107.2 15.8115.7 15.9 99.8 93.1% 95.0%ND- 10 Cap N/A 6" SF-1 107.2 15.8115.7 16.2 99.6 92.9% 95.0%ND- 11 Cap N/A 6" SF-1 107.2 15.8113.5 16.9 97.1 90.6% 95.0%ND- 12 Cap N/A 6" SF-1 107.2 15.8113.6 16.0 97.9 91.4% 95.0%13957 3440 2019 586Gauge Number Gauge Model Density Count Moisture Count7/10/177/12/177/12/177/12/177/12/17Measured In Place CompactionComments7/10/177/10/177/10/17Test Number Test LocationElevation/ LiftRod DepthProctor I.D. No.Proctor Data7/10/2017 - 7/12/2017 Shannon SisellBaxter Johnson On SiteCompaction Equipment :1 HAMM 3410 Sheeps FootClient:Project Name :Project Number :Field Density ReportCFDR-02Jeremy Shaw
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net CQA Moisture Density RelationshipsClient:Smith + Gardner, inc.Project Name :WI Hign Point C & D Landfill CapProject Number :2017-72970.080.090.0100.0110.0120.0130.0140.00.0 10.0 20.0 30.0 40.0 50.0Density (pcf)Moisture Content (%)100% Saturation Line Based on SG of 2.7(Assumed)SF-1 2017-729-001-001 107.2 @ 15.8%MSF-2 2017-729-001-002 103.8 @ 16.6%MSF-3 2017-729-002-001 118.9 @ 11.5%M
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net Smith + Gardner, inc.WI Hign Point C & D Landfill Cap2017-729Report Number : Geotechnics Representative : Page : 1 of 1Date (s) : Reviewed By : Date : 8/27/17Contractor : Borrow Source :MDD pcf Opt. %M WD (pcf) % M DD (pcf) % C % Req.ND- 13 Cap N/A 6" SF-1 107.2 15.8113.5 16.1 97.8 91.2% 95.0%ND- 14 Cap N/A 6" SF-1 107.2 15.8113.3 16.0 97.7 91.1% 95.0%ND- 15 Cap N/A 6" SF-1 107.2 15.8113.3 16.1 97.6 91.0% 95.0%ND- 16 Cap N/A 6" SF-1 107.2 15.8115.2 15.8 99.5 92.8% 95.0%Client:Project Name :Project Number :Field Density ReportCFDR-03Jeremy Shaw7/17/17Shannon SisellBaxter Johnson On SiteCompaction Equipment :1 HAMM 3410 Sheeps FootTest Number Test LocationElevation/ LiftRod DepthProctor I.D. No.Proctor Data Measured In Place CompactionCommentsDensity Count Moisture Count13957 3440 2019 586Gauge Number Gauge Model
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net CQA Moisture Density RelationshipsClient:Smith + Gardner, inc.Project Name :WI Hign Point C & D Landfill CapProject Number :2017-72970.080.090.0100.0110.0120.0130.0140.00.0 10.0 20.0 30.0 40.0 50.0Density (pcf)Moisture Content (%)100% Saturation Line Based on SG of 2.7(Assumed)SF-1 2017-729-001-001 107.2 @ 15.8%MSF-2 2017-729-001-002 103.8 @ 16.6%MSF-3 2017-729-002-001 118.9 @ 11.5%M
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net Smith + Gardner, inc.WI Hign Point C & D Landfill Cap2017-729Report Number : Geotechnics Representative : Page : 1 of 1Date (s) : Reviewed By : Date : 8/27/17Contractor : Borrow Source :MDD pcf Opt. %M WD (pcf) % M DD (pcf) % C % Req.ND- 17 Cap N/A 6" SF-1 107.2 15.8113.8 15.8 98.3 91.7% 95.0%ND- 18 Cap N/A 6" SF-1 107.2 15.8113.6 15.8 98.1 91.5% 95.0%ND- 19 Cap N/A 6" SF-1 107.2 15.8113.5 16.0 97.8 91.3% 95.0%ND- 20 Cap N/A 6" SF-1 107.2 15.8113.8 15.9 98.2 91.6% 95.0%13957 3440 2001 586Gauge Number Gauge Model Density Count Moisture CountMeasured In Place CompactionCommentsTest Number Test LocationElevation/ LiftRod DepthProctor I.D. No.Proctor Data7/24/17Shannon SisellBaxter Johnson On SiteCompaction Equipment :1 HAMM 3410 Sheeps FootClient:Project Name :Project Number :Field Density ReportCFDR-04Jeremy Shaw
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net CQA Moisture Density RelationshipsClient:Smith + Gardner, inc.Project Name :WI Hign Point C & D Landfill CapProject Number :2017-72970.080.090.0100.0110.0120.0130.0140.00.0 10.0 20.0 30.0 40.0 50.0Density (pcf)Moisture Content (%)100% Saturation Line Based on SG of 2.7(Assumed)SF-1 2017-729-001-001 107.2 @ 15.8%MSF-2 2017-729-001-002 103.8 @ 16.6%MSF-3 2017-729-002-001 118.9 @ 11.5%M

Appendix F
Final Cover Record Survey

Construction Quality Assurance Report
Cap Event No. 1 Construction
WI High Point C&D Landfill

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