0403_AnsonLF_responsetocomments_20210507

Civil & Environmental Consultants, Inc.
May 7, 2021
ELECTRONIC SUBMITTAL
donna.wilson&ncdenr. gov
Donna Wilson
Engineering Project Manager, Solid Waste Section
Division of Waste Management
North Carolina Department of Environmental Quality
Dear Donna:
Subject: Response to Comments
Anson County Landfill (Permit No. 0403-MSWLF-2010) Phase 5
Expansion
CEC Project 165-276
C&D LF Facility Plan
Comment #1 - Discussion of the requirements of 15A NCAC 13B .1618.
Requirements have been listed in table format including each section they are discussed in the
report.
Comment #2 - The regional characterization study map and the local characterization map, and a
text discussion of the maps for the items listed in 15A NCAC 13B .1618 (c) (1) and (2). (Section
2.3)
The Regional Characterization study map (Exhibit 1) and the Local Characterization map (Exhibit
2) are located in Appendix A. The regional Characterization study text is in Section 2.0, the Local
Characterization Study text is in Section 3.0.
Comment #3 - Address compliance with the location restrictions listed in 15A NCAC 13B .1622,
which are airport safety, floodplains, wetlands, fault areas, seismic impact zones, unstable areas,
cultural resources, state nature and historic preserves, water supply watersheds, endangered
species. A few specific comments:
a. Cultural resources - the original reports and correspondence have been located and are
on laserfiche, two files dated 1-1-1998 and 1-30-1996. The original report
investigation included the expansion area. Provide a summary discussion of the
original investigation as it relates to the expansion area. I did a file search and review
of this information, for the expansion, and my comments are in a file dated 3-30-2020.
3701 Arco Corporate Drive, Suite 400 1 Charlotte, NC 28273 1 p: 980-237-0373 f: 980-237-0372 1 www.cecinc.com

Anson County Landfill Phase 5 Site Study NCDEQ Comments
CEC Project 165-276
May 7, 2021
b. Floodplains - the landfill waste boundary should be drawn onto the map. Also the map
should have a key relating to the floodplain areas, identifying which areas are in the
100 floodplain.
Cultural resource reports are located in Appendix E and Appendix F. Floodplains are shown on
Exhibit 2 and Figure 1,
Comment #4 - Please provide the finalized wetlands permit. We have the March 5, 2020 pre -final
authorization that was not yet signed
Finalized jurisdictional assessment permit has been attached in Appendix D.
Comment #5 - A traffic study for the expansion, in accordance with NCGS 13A-195.5. A letter
or email from a DOT is Division Engineer for the traffic study, that the site expansion will not
have a substantial impact on highway traffic.
Appendix H includes DOT documentation.
Comment #6 - The EA report:
a. The acreage is inconsistent with the information we have for the facility. The facility
property should be stated as 875.7 acres, instead of 1100 acres. You can also say that
Chambers owns additional property surrounding the landfill property, for a total of x
acres.
b. The tons accepted per day and year should be updated.
c. EA - Hours listed for site operation are not consistent with approved plan.
d. Include the traffic study information and letter from the DOT Division Engineer.
e. Discussion of wetland impacts and endangered species, and attachments, and
references to figures, should be updated regarding the more recent correspondence and
permitting, of 2019 and 2020.
EA report was updated with the requested information.
Please let us know if you need any additional information in support of this review.
Sincerely,
CIVIL & ENVIRONMENTAL CONSULTANTS, INC.
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Nathan Bivins, P.E. Scott L. Brown, P.E.
Project Manager Vice President
Attachments
Civil & Environmental Consultancs, Int.

SITE STUDY APPLICATION
ANSON COUNTY LANDFILL PHASE 5
ANSON COUNTY, NORTH CAROLINA
Prepared For:
CHAMBERS DEVELOPMENT OF NORTH CAROLINA, INC.,
A WHOLLY OWNED SUBSIDIARY OF WASTE CONNECTIONS, INC.
Prepared By:
CIVIL & ENVIRONMENTAL CONSULTANTS, INC.
CHARLOTTE, NC
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Nathan Bivins, P.E.
Project Manager
North Carolina Board of Examiners
for Engineers and Surveyors
License No. C-3035
CEC Project 165-276
NOVEMBER 2020
REVISED MAY 2021
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Scott L. Brown, P.E.
Vice President
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Civil & Environmental Consultants. Inc.
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TABLE OF CONTENTS
Page
1.0 INTRODUCTION..............................................................................................................I
1.1 Project Description.................................................................................................. 1
1.2 Compliance with State and County Solid Waste Management Plans .................... 1
1.3 Purpose and Scope.................................................................................................. 2
2.0 REGIONAL CHARACTERIZATION STUDY 15a NCAC 13B .1618C(1) ................3
2.1 Topography and Features(.1618(c)(1)(A))............................................................. 3
2.2 Proposed Landfill Facility Location (.1618(c)(1)(B))............................................ 4
2.3 Public Water Supply Wells, Surface Water Intakes, and Service Areas
(.1618(c)(1)(C))...................................................................................................... 4
2.4 Residential Subdivisions(.1618(c)(1)(D)).............................................................. 5
2.5 Waste Transportation Routes (.1618(c)(1)(E))....................................................... 5
2.6 Public Use Airports and Runways (.1618(c)(1)(F))............................................... 6
3.0 LOCAL CHARACTERIZATION STUDY 15a NCAC 13B.1618C(2)........................7
3.1 Disposal Site (.1618(c)(2)(A))................................................................................ 7
3.2 Existing Land Use and Zoning (.1618(c)(2)(B)).................................................... 7
3.3 Location of Private Residences and Schools (.1618(c)(2)(C)) ............................... 7
3.4 Location of Commercial and Industrial Buildings (.1618(c)(2)(D)) ...................... 8
3.5 Location of Potable Wells(.1618(c)(2)(E))............................................................ 8
3.6 Historic Site(.1618(c)(2)(F)).................................................................................. 8
3.7 Existing Topography Features(.1618(c)(2)(G))..................................................... 8
3.8 Site Hydrogeologic Report (.1618(c)(3))................................................................ 9
4.0 LOCATION RESTRICTIONS(.1618(c)(4)).................................................................10
4.1 Compliance with Rule .1622 (2)(a) - FloodPlains................................................ 10
4.2 Compliance with Rule .1622 (3)(a)(iii) - Wetlands .............................................. 10
4.3 Compliance with Rule .1622 (4)(a) - Fault Areas ................................................ 10
4.4 Compliance with Rule .1622 (5)(a) - Seismic Impact Zones ............................... 10
4.5 Compliance with Rule .1622 (6)(a) - Unstable Areas .......................................... 10
5.0 GOVERNMENT APPROVALS.....................................................................................11
6.0 PROPOSED FACILITY PLAN.....................................................................................12
6.1 Purpose and Scope................................................................................................
12
6.1.1 Introduction and Facility Information........................................................12
6.2 Waste Stream -15A NCAC R ULE .1619(E) (1)...................................................
12
6.2.1 Types of Wastes.........................................................................................12
6.2.2 Disposal Rates............................................................................................14
6.2.3 Service Area...............................................................................................14
6.2.4 Waste Segregation.....................................................................................14
6.2.4.1 Types of Waste........................................................................15
6.2.4.2 Weighing and Control of Waste Volumes...............................17
6.2.4.3 Inspection.................................................................................17
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6.2.4.4 Equipment and Staffing...........................................................18
6.3 Containment And Environmental Controls - 15A NCAC RULE .1619(E)
(3).......................................................................................................................... 18
6.3.1 Leachate Migration....................................................................................18
6.3.2 Landfill Gas Management..........................................................................18
6.3.3 Soil Resources............................................................................................19
7.0 TRAFFIC STUDY...........................................................................................................20
8.0 ENVIRONMENTAL IMPACT STUDY.......................................................................21
APPENDICES
Appendix A — Figures and Characterization Study Exhibits
Figure 1 — Vicinity Map
Figure 2 — USGS Topography Map
Figure 3 — Wetlands Map
Exhibit 1 — Regional Characterization Map
Exhibit 2 — Local Characterization Map
Appendix B
— Engineering Drawings
Appendix C
— Design Hydrogeologic Investigation Report
Appendix D
— Jurisdictional Delineation Report
Appendix E
— Cultural Resources Report
Appendix F
— Protected Species Assessment Report
Appendix G
— Government Approvals
Appendix H
— NCDOT Certification on Highway Traffic
Appendix I —
Environmental Impact Study
Appendix J —
Other Related Documents
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1.0 INTRODUCTION
1.1 PROJECT DESCRIPTION
Civil & Environmental Consultants, Inc. (CEC) is submitting this Site Study Application for Phase
5 of the Anson County Landfill (Landfill) on behalf of Chambers Development of North Carolina,
Inc., a wholly owned subsidiary of Waste Connections, Inc. (WCN) to the North Carolina
Department of Environment Quality (NCDEQ).
1.2 COMPLIANCE WITH STATE AND COUNTY SOLID WASTE MANAGEMENT
PLANS
This report demonstrates compliance with the rules and regulations 15A NCAC 13B .1618 Site
Study for MSWLF Facilities set forth by the NCDEQ. The findings and conclusions of this report
are supported by technical studies which are included as Appendices in this report.
'
Report
15A NCAC 13B. 1618 (a)- Purpose
Section 1.3
15A NCAC 13B .1618 (b)- Scope
Section 1.3
15A NCAC 13B. 1618 (c)(1)- Regional
Section 2.0
Characterization Study
Exhibit I
15A NCAC 13B. 1618 (c)(2)- Local
Section 3.0
Characterization Study
Exhibit 2
15A NCAC 13B. 1618 (c)(3)- Site Hydrogeologic
Appendix C
Report
15A NCAC 13B .1618 (c)(4)- Location Restrictions
Section 4.0
15A NCAC 13B. 1618 (c)(5)- Local government
Section 5.0
approvals
15A NCAC 13B. 1618 (c)(6)- Proposed Facility
Section 6.0
Plan
Civil & Environmental Consultants, Inc. -1- Anson Landfill Phase 5 Site Study
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1.3 PURPOSE AND SCOPE
This site study is to demonstrate that the portion of land, within the landfill property, chosen for
Phase 5 is suitable. The proposed expansion will be built adjacent to (the west of) the existing
landfill. The said portion of land is currently mostly wooded and an existing stream originates
from this area as shown on Figure 1 (Vicinity Map).
Using field survey, desktop review, and previously approved site study for this property, this
report will show that the proposed expansion area will not impact public health and welfare and
the environment. The author of this report is a qualified environmental professional and has
sealed and signed this report.
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2.0 REGIONAL CHARACTERIZATION STUDY 15A NCAC 13B .1618C(1)
The regional characterization study area includes the landfill facility and a two mile perimeter
measured from the proposed boundary of the landfill facility. A regional map is presented as
Exhibit 1 in Appendix A.
2.1 TOPOGRAPHY AND FEATURES (.1618(C)(1)(A))
The general vicinity and topography of Anson County Landfill (Landfill) is shown on Figure 2
(USGS Topography Map). The figure shows that the existing landfill is situated on a ridge that
is bounded on the west by Brown Creek and on the east by Pinch Gut Creek. The CSX Railroad
bounds the property to the immediate south and US Highway 74 further south.
Features within two (2) miles of the property are shown on Exhibit 1 in Appendix A. Within this
buffer, the surrounding area is rural and primarily wooded. The Town of Polkton is located
within this buffer to the west. A portion of the Town of Wadesboro is also located within this
buffer to the east. Residential, commercial, and industrial properties are scattered throughout the
remaining 2-mile buffer area.
The topographic features of the site and the immediate adjacent areas as shown in Figure 2 depict
series of rolling hills that reach the heights of almost 350 feet above sea level. The lowest
elevation is 250 feet above sea level before water drains to Brown Creek and Pinch Gut Creek.
For a complete discussion of site topography and surface drainage, the reader is referred to the
Design Hydrogeologic Investigation Report, prepared by Civil & Environmental Consultants,
Inc. (dated March 2018). A copy of this report (excluding appendices) is presented in Appendix
C.
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2.2 PROPOSED LANDFILL FACILITY LOCATION (.1618(C)(1)(B))
The Landfill is situated in the south-central portion of Anson County, North Carolina, north of
US Highway 74. Entrance is at the southern end of the landfill on Dozer Drive, which is
accessible from US Highway 74. The Landfill is currently comprised of four phases with a
combined area of approximately 133 acres. The proposed expansion, Phase 5, will add
approximately 66.90 acres over an area that is presently hilly and wooded southwest of the
existing phases.
The existing Landfill has been developed incrementally in phases. Within each phase, smaller
cells were developed where the timing of construction were dictated by the owner and waste
capacity. Phases 1 and 2 were permitted to construct in 2000 and 2008, respectively. Both are
currently operational. Phases 3 and 4 were permitted to construct in 2018. Cell 2 of Phase 3,
adjacent to Phase 4 (see Engineering Drawing C100 in Appendix B), is most recently
constructed and is actively accepting waste. This site study is part of the permit to construct the
proposed Phase 5 portion of the Landfill. Phasing and timing of Phase 5 construction will be
established as has previously been upheld.
Engineering drawings, provided in Appendix B, show the proposed design and progression of
the landfill including the expansion area. The drawings depict floor grades, leachate
conveyance, waste and final cover grades, erosion and sedimentation control measures, and
stormwater management system. The projected life of Phase 5 is approximately 11.61 years
based on the anticipated average incoming waste rate of 3,000 tons per day.
2.3 PUBLIC WATER SUPPLY WELLS, SURFACE WATER INTAKES, AND
SERVICE AREAS (.1618(C)(1)(C))
Based on the Preliminary Siting Criteria map prepared by GZA Environmental in 1992 for the
initial permitting and the GIS data from Anson County website*, public water supply wells,
waterlines and fire hydrants are shown within two (2) miles of the property. They are
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represented as blue dots, black dashed lines, and red open circles, respectively, on Exhibit 1 in
Appendix A. *(http://www.co.anson.nc.us/252/GIS-Data-Downloads)
The nearest water supply wells are located within the Landfill property. Other water supply
wells near the landfill are located outside of the landfill property lines, a minimum 1200 feet
distance.
2A RESIDENTIAL SUBDIVISIONS (.1618(C)(1)(D))
Residential subdivisions are identified within 2 miles of the property but are scattered within the
two mile buffer. Tighter clusters of residences are located within the Town of Polkton and
Wadesboro closer to the outermost limit of the 2-mile buffer.
2.5 WASTE TRANSPORTATION ROUTES (.1618(C)(1)(E))
Waste materials are transported to the site using trucks and other suitable waste transport
vehicles. Access to the site is directly from US Highway 74. The site access road is
approximately 2,500 feet in length from the intersection of US Highway 74 to the scale area.
This provides staging distance for waste transport vehicles arriving simultaneously. Waste loads
contained in open top containers are inspected prior to reaching the scale area. If hazardous or
other unacceptable waste is detected or observed, the load will be rejected and directed to leave
the site without being allowed to deposit the waste material.
Waste vehicles transporting acceptable waste will be weighed and allowed to pass the scales.
The recycling building, tire processing area, yard waste composting area, and sanitary landfill are
accessible from the main road, beyond the scale area. Vehicles will be directed to the
appropriate waste processing area by site personnel and informational signs.
After waste transport vehicles deposit their loads, they will exit the site using the main access road. All
vehicles must pass by the scale area and be logged out. If necessary, vehicles can pass through a tire -
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wash area to remove mud or dirt prior to reaching US Highway 74. Any mud that reaches the public road
will be promptly removed.
2.6 PUBLIC USE AIRPORTS AND RUNWAYS (.1618(C)(1)(F))
The nearest airport to the Anson County Landfill Solid Waste Management Facility is the Anson
County Airport which is located approximately 4 miles northeast of the site. The proposed
expansion will not affect public use of airport and runway as it is beyond the 10,000 foot setback
requirements for turbine powered aircraft and 5,000 foot setback for the piston powered type
aircraft.
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3.0 LOCAL CHARACTERIZATION STUDY 15A NCAC 13B .1618C(2)
Local characterization study includes the landfill facility and a 2,000 feet perimeter from
property boundary of the landfill facility. Exhibit 2 in Appendix A presents the 2,000-ft
perimeter and an aerial photo as background.
3.1 DISPOSAL SITE (.1618(C)(2)(A))
The limit of waste within the property is shown on Exhibit 2 (Local Characterization Map). It
shows the 2,000 foot perimeter as measured from the property boundary as well as the aerial
photo which was taken from NCONE Map aerial imagery data, dated 2019. There are no on -site
easements identified at the time of study.
3.2 EXISTING LAND USE AND ZONING (.1618(C)(2)(B))
Land use and zoning of the site and surrounding area of the Landfill have not been zoned in local
zoning classification systems (Anson County GIS). The original permit included a letter from
the Anson County Board of Commissioners stating this fact and is included in this report in
Appendix J. However, since the original permit was approved in 2000, the site has been
developed as a sanitary landfill. A portion of the site and areas located along US Highway 74
are zoned for light industry, commercial and residential purposes (Anson County GIS). Zoning
areas, residences, commercial buildings, utilities, roads, wells, and water courses are shown on
Exhibits 1 and 2.
3.3 LOCATION OF PRIVATE RESIDENCES AND SCHOOLS (.1618(C)(2)(C))
Private residences are located within 2,000 feet of the perimeter offset. They are represented as
green dots on Exhibits 1 and 2.
Local schools are not located within the 2,000 feet perimeter offset. They are represented as red
diamonds on Exhibit 1.
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The expansion is designed to be, at minimum, 500 feet away from all residences and occupied
buildings as required by Rule .1624 (b)(3)(B).
3A LOCATION OF COMMERCIAL AND INDUSTRIAL BUILDINGS
(.1618(C)(2)(D))
There are no commercial or industrial buildings located within the 2,000 feet perimeter offset.
Commercial buildings are shown, as pink dots, outside of this buffer on Exhibit 1.
The expansion is designed to be, at minimum, 500 feet away from all residences and occupied
buildings as required by Rule .1624 (b)(3)(B) which applies for this condition as well.
3.5 LOCATION OF POTABLE WELLS (.1618(C)(2)(E))
Locations of potable wells are shown on Exhibits 1 and 2 (blue dots). Historical locations were
taken from a preliminary siting criteria map prepared by Riley, Park, Hayden & Associates, Inc.
for Chambers Development of North Carolina, Inc. in January 1992. The map is presented in
this report as a reference in Appendix J.
16 HISTORIC SITE (.1618(C)(2)(F))
A Cultural Resources report is presented in Appendix E. It describes the history of
investigations at the site and provides an updated assessment of the sites in the proposed project
area.
3.7 EXISTING TOPOGRAPHY FEATURES (.1618(C)(2)(G))
Existing topography of the Landfill is partially developed into the now operational Phases 1, 2,
and 3. Surface water runoff from these developed areas are collected by temporary diversion
ditches and perimeter channels that flow to existing basins before draining to surface water
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tributaries to Pinch Gut Creek. The portion of land where the proposed expansion development
is currently wooded and drains to tributaries to Brown Creek.
The 100-year floodplain is shown on Exhibit 1 and wetland areas as depicted in National
Wetlands Inventory is shown on Figure 3.
On August 2, 2016, Carolina Wetland Service (CWS) performed a site visit to delineate
jurisdictional waters of the US. Wetlands and streams were identified in the project area. Of the
jurisdictional streams, Stream A will be impacted by this project, consisting of approximately
1,466 linear feet and 0.08 acres of stream impact. This Stream A is shown on figures in the
Jurisdictional Delineation Report in Appendix D. Streams B and C, and the wetlands identified
in the CWS report will not be impacted by this project. Based on this proposed impact on
Stream A, the Owner is currently preparing permitting documents for an Individual Permit with
the United States Army Corps of Engineers (USACE), in accordance with Section 404 of the
Clean Water Act. This Permit Application is submitted contingent on the Owner obtaining an
Individual Permit for the stream impact area.
3.8 SITE HYDROGEOLOGIC REPORT (.1618(C)(3))
The site Hydrogeologic Report is presented in Appendix C and fulfills the requirements set forth
in Rule .1623 (a).
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4.0 LOCATION RESTRICTIONS (.1618(C)(4))
4.1 COMPLIANCE WITH RULE .1622 (2)(A) - FLOODPLAINS
The proposed expansion is not located in the 100-year floodplain. The limit of waste versus the
100-year floodplain limit are shown on Exhibit I in Appendix A. Grading in the proposed
expansion maintains positive drainage to stormwater treatment BMPs and then to existing
tributaries. All waste materials will be contained within the Landfill by means of cell berms and
proper waste compaction.
4.2 COMPLIANCE WITH RULE .1622 (3)(A)(III) - WETLANDS
Jurisdictional wetlands study is presented in Appendix D.
4.3 COMPLIANCE WITH RULE .1622 (4)(A) — FAULT AREAS
Design Hydrogeologic Investigation Report for the Phase 5 Landfill Expansion Area presented in
Appendix C provides a detailed discussion of site geology and seismicity.
4A COMPLIANCE WITH RULE .1622 (5)(A) — SEISMIC IMPACT ZONES
Design Hydrogeologic Investigation Report for the Phase 5 Landfill Expansion Area presented in
Appendix C provides a detailed discussion of site geology and seismicity.
4.5 COMPLIANCE WITH RULE .1622 (6)(A) — UNSTABLE AREAS
Design Hydrogeologic Investigation Report for the Phase 5 Landfill Expansion Area presented in
Appendix C provides a detailed discussion of site geology and seismicity.
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5.0 GOVERNMENT APPROVALS
Per the requirement of 15 NCAC 13B .1618 (5), a Franchise Agreement is presented in
Appendix G which shows the agreement between Chambers Development of North Carolina
with Anson County and provides information regarding public hearings held prior to obtaining
said agreement.
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6.0 PROPOSED FACILITY PLAN
6.1 PURPOSE AND SCOPE
6.1.1 Introduction and Facility Information
Anson County Landfill (Landfill) is located in Anson County between Polkton and Wadesboro
on US Highway 74. The site is bordered to the northwest by Brown Creek, the east by Pinch Gut
Creek, and the south by the CSX railroad. The facility location is presented on Figure 1 Vicinity
Map. The Landfill currently operates under Solid Waste Facility Permit Number 0403.
6.2 WASTE STREAM -15A NCAC RULE. 1619(E) (1)
6.2.1 Types of Wastes
The Landfill will not accept types of waste prohibited by 15A NCAC 13B, which include:
• Hazardous wastes as defined within 15A NCAC 13A to include hazardous wastes from
conditionally exempt small quantity generators;
• Polychlorinated biphenyls (PCBs) wastes as defined in 40 CFR 761;
• Liquid wastes except as provided by 15A NCAC 13B .1626(9);
• Untreated regulated medical wastes; and
• Petroleum contaminated soils.
The following waste types will not be accepted for landfilling, but may be accepted at a drop-off
for alternative processing:
• White goods;
• Used oil;
• Lead -acid batteries;
• Petroleum contaminated waste;
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• Whole scrap tires;
• ABC Container Recycling;
• Electronics;
• Fluorescent Lights;
• Mercury Containing Thermostats;
• Oil Filters;
• Plastic Bottles;
• Wood Pallets; and
• Yard waste.
The Landfill will accept all types of municipal solid waste (MSW) and special wastes, to include:
• Spoiled foods, animal carcasses, abattoir waste, hatchery and other animal wastes;
• Asbestos waste;
• Treated medical wastes which are not hazardous, liquid, infectious or radioactive;
• Wastewater treatment sludges;
• Construction/ demolition wastes;
• Ash (non -medical); Coal ash may be accepted for disposal after approval of Anson
County and the Solid Waste Section;
• Industrial process waste;
• Off -specification, outdated commercial products;
• Barrels and drums which are empty and have been perforated sufficiently to ensure that
no liquid or hazardous waste is contained therein, except for fiber drums containing
asbestos;
• Laboratory waste (non -hazardous); and
• Other non-MSW wastes not excluded above.
Acceptance of special wastes will be subject to provisions of 15A NCAC 13B, the special waste
acceptance procedures defined in the Operations Plan included in this application.
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The landfill operator shall be responsible for screening wastes to ensure that hazardous or
unacceptable wastes are not disposed in the landfill. Screening of special wastes shall be
performed in accordance with the Operations Plan.
Landfill management reserves the right to establish acceptance criteria and procedures for certain
non -municipal solid wastes. These may be more restrictive than required by law based on
quantities and characteristics of the waste stream, current operating status of the Landfill, and
characteristics of waste streams previously received. Acceptability will be based on judgment of
the landfill operator's technical personnel with respect to regulatory requirements, physical and
chemical qualities and other technical considerations.
6.2.2 Disposal Rates
An October 5, 2016 Franchise Agreement limited waste acceptance of 3,000 tons per day. The
facility will accept only those items listed in 15A NCAC RULE .1619(E) (1) that have not come
in contact with hazardous constituents, petroleum products, or lead based paints or waste
determined as acceptable by the Department based on the submittal of a waste characterization
report and will screen the incoming waste in accordance with 15A NCAC RULE .1619(E) (1).
6.2.3 Service Area
In accordance with the agreement between Anson County and WCN, the Landfill will serve
Anson County and other parts of North Carolina and South Carolina.
6.2.4 Waste Segregation
Incoming waste will be observed to verify it is acceptable in content and origin. Accurate and
current records will be maintained for all accepted waste and all Landfill operations. Waste
handling procedures and normal operating procedures will be implemented to prevent disposal of
unauthorized waste.
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6.2.4.1 Types of Waste
The Landfill will only accept solid waste as described in 15A NCAC 13B and will not accept
wastes as described in Section 2.2.1. The Landfill may accept special wastes and handling
procedures will be implemented by waste type. The special wastes that may be accepted include:
o Bulky Waste- Bulky waste such as furniture, appliances, and other over -sized
items will be handled such that compaction is maximized and management at the
working face is prompt. Bulky wastes will typically be crushed on the ground
prior to disposal. If crushing or other size reduction is not possible, bulky wastes
will be placed at the base of the working face and run over with the landfill
compactor to reduce their size. The bulky waste will then be placed at the toe of
the working face and covered with other waste.
o Low -Density Wastes- Waste types such as agricultural wastes, loose plastic film,
foam rubber, plastic scraps, and plastic shavings require special handling. These
materials present problems because they rebound after being compacted by the
equipment. In order to achieve maximum densities, light -weight materials should
be spread into layers between one (1) and two (2) feet deep before being covered
with regular waste and compacted as usual into the base of the cell.
o Powdery Waste- The Landfill may accept powdery waste such as ash, sawdust or
exhaust trappings. Since these wastes are dry and powdery, they require special
management to minimize dusting and blowing. The principal means of
controlling these wastes will be wetting or quickly covering with other waste.
If conditions warrant, landfill workers managing these wastes will wear protective
clothing and respirators as determined by the site safety officer.
o Sludges -The Landfill will accept neither municipal sewer sludge nor sludges
containing free liquids, as determined by the Paint Filter Liquids test.
The Landfill will accept all other sludges subject to the requirement of the
Operations Plan's Special Waste Quality Assurance Plan. Sludges that are
determined to be acceptable will be mixed/ bulked with municipal solid waste or
other solid waste at the working face. Sludges will be stabilized, digested, or heat
treated prior to disposal.
Civil & Environmental Consultants, Inc. -15- Anson Landfill Phase 5 Site Study
November 2020

The amount of sludge managed on a daily basis will be dictated by operating
conditions. A maximum ratio of one (1) ton of sludge to five (5) tons of solid
waste for daily intake of sludges will be employed.
o Free Liquids- The Landfill will not accept solid wastes that contain free liquids
as determined by the Paint Filter Liquids Test. However, liquid waste may be
treated by solidification, or thickening, to make the waste suitable for landfill
disposal.
Solidification of liquid waste will be conducted in leak -resistant containers or
steel tanks partially buried within an active landfill cell. Incoming liquid waste
will be deposited directly into the containers with a solidification agent.
Solidification may be accomplished using soil, mulch, wood chips, etc.
The liquid waste will be mixed with the solidifying agent in the tanks using a
backhoe or other appropriate equipment until free liquid is no longer observed.
The solidified waste will then be removed from the tanks and disposed at the
working face. The number and location of mixing tanks will be dictated by the
Landfill operations. The requirements of this section do not apply to leachate
recirculation or landfill gas condensate management.
o Putrescible Waste- Animal carcasses, in small volumes, may be managed at the
Landfill. If a large volume is delivered to the Landfill, they will be accepted in a
designated area away from the working face and promptly covered.
o Asbestos Containing Material- The Landfill will contain areas designated for
the management of asbestos waste. The management of asbestos waste will
follow the procedures described in Appendix D and Appendix E of the Operations
Plan.
o Tires- The Landfill will not accept whole tires for disposal. Tires pulled from
waste loads delivered to the landfill will be temporarily stockpiled in piles not
exceeding five (5) feet high, or in trailers. Proper management of collected tires
will be arranged as needed.
Civil & Environmental Consultants, Inc. -16- Anson Landfill Phase 5 Site Study
November 2020

6.2.4.2 Weighing and Control of Waste Volumes
All landfill users entering the disposal area must stop on the scales at the entrance gate for
security check -in. The load weight, customer, and charges will be recorded for all trucks
delivering waste to the disposal area. The Landfill will promptly repair any malfunctioning
scales. Vehicles will be directed to the appropriate disposal area by signs. However, verbal or
other instructions may be given if necessary. All open topped waste loads will be inspected for
hazardous or otherwise unacceptable wastes by the gatekeeper from the observation platform
above the gate house. All other waste loads will be inspected at the active face by the equipment
operators
6.2.4.3 Inspection
A plan will be implemented by the Site Manager to prevent the onsite disposal of unauthorized
hazardous wastes. The plan will contain an inspection program to be staffed by personnel who
have been trained to recognize unauthorized hazardous wastes. At a minimum, the following
shall be included in the inspection program:
• Periodic vehicle inspection of loads at the gate and at the landfill face that document all
suspicious materials, the hauler, and if possible, the generator;
• Random monitoring of organic vapors from open top loads using suitable instruments;
• Thorough inspection of suspicious loads;
• Training of personnel to recognize regulated hazardous wastes; and
• Establishment of specific procedures for notification of proper authorities if a regulated
hazardous waste is discovered.
Civil & Environmental Consultants, Inc.
-17-
Anson Landfill Phase 5 Site Study
November 2020

6.2.4.4 Equipment and Staffing
The Landfill will provide the appropriate level of equipment and staff to address the needs of a
landfill that accepts a maximum of 3,000 tons per day. If waste acceptance changes, the
equipment and staff levels will change accordingly. All employees associated with the waste
management operations will be properly trained for their respective duties.
Additional geotechnical testing and analysis throughout construction and operations will confirm
the quantities and types of materials required as construction commences and operations
continue.
6.3 CONTAINMENT AND ENVIRONMENTAL CONTROLS - 15A NCAC RULE
.1619(E) (3)
6.3.1 Leachate Migration
Leachate migration will be controlled by a base liner system, leachate collection system (LCS),
and final cover system. Daily and intermediate cover may be removed to the extent possible
prior to placing additional refuse vertically during operation of the landfill to promote
percolation downward to the LCS. Downward migration of leachate into natural ground will be
prevented by the base liner system and LCS. The base liner system complies with the
requirements of 15A NCAC Rule .1624(b) (1) (A), comprising of a composite liner system and an
LCS.
6.3.2 Landfill Gas Management
A LFG management system minimizes gas pressure exerted on the closure cap system,
eliminates uncontrolled emissions, reduces the potential for odor conditions to develop, and
reduces the potential for subsurface migration of landfill gas. The Landfill's LFG management
is based on a Landfill Gas Master Plan prepared by SCS Engineers dated November 20, 2007
and revised by Civil & Environmental Consultants, Inc. for this Permit Application. The Landfill
Civil & Environmental Consultants, Inc. -18- Anson Landfill Phase 5 Site Study
November 2020

Gas Master Plan has been updated for the entire Landfill facility, Phases 1 through 5. LFG
management will use an active gas extraction and collection system with auxiliary gas
management features. The LFG will be collected using vertical extraction wells installed in the
waste which will be connected to collection piping under a constant vacuum generated by a
dedicated blower system. Collected LFG will be combusted in the onsite landfill gas flare(s),
which will consume the hydrocarbons present in the LFG, reducing hydrocarbon emissions and
global warming potential. Vertical extraction well installation will begin once the closure cap is
constructed. However, wells may be installed prior to final grades, if the operator determines
they will provide effective gas collection capability. Gas migration monitoring is required at the
perimeter of the Landfill property line and must be performed in accordance with the
requirements of 15A NCAC 13B .1626.
6.3.3 Soil Resources
Cut and fill soil volumes were calculated for construction, operations, and closure for Phase 5.
The cut and fill soil volumes include construction of base grades, compacted soil liner, protective
cover, daily and intermediate cover, perimeter roads, and closure final cover. Approximately
5,415,641 cubic yards of soil fill material will be needed to complete the construction,
operations, and closure of the Landfill. An existing onsite soil borrow area and other areas that
could be used as borrow areas are available for production of the required soils. Chambers
Development of North Carolina, Inc. has recently purchased an adjoining parcel of
approximately 300 acres that could be utilized for soil resources in the future. Alternatively,
alternate daily cover approved by DEQ may be used to reduce the amount of daily intermediate
cover required.
Civil & Environmental Consultants, Inc. -19- Anson Landfill Phase 5 Site Study
November 2020

7.0 TRAFFIC STUDY
An electronic correspondence letter from the Division Engineer of the North Carolina
Department of Transportation is included in Appendix H.
Civil & Environmental Consultants, Inc. -20- Anson Landfill Phase 5 Site Study
November 2020

8.0 ENVIRONMENTAL IMPACT STUDY
An Environmental Impact Study is presented in Appendix I of this application.
Civil & Environmental Consultants, Inc. -21- Anson Landfill Phase 5 Site Study
November 2020

APPENDIX A
FIGURES AND CHARACTERIZATION STUDY EXHIBITS

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LEGEND
0/ \ /° A / EXISTING PROPERTY LINE
ADJACENT PARCEL
2-MILE PERIMETER OFFSET
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100-YEAR FEMA FLOODPLAIN
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TOWN LIMITS
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_ : / • I COUNTY ZONING LINES, COUNTY WATER LINES, COUNTY
Q II WASTEWATER LINES, AND RAILROADS WERE TAKEN FROM ANSON
- J Z �i ° �', / / ' o I• • US H/�,+yw • �� O \ II COUNTY PUBLIC RECORDS (GIS DATA DOWNLOADS), ACCESSED
` OCTOBER 5, 2020.
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I ' �4 �I • 41 FEMA NATIONAL FLOOD HAZARD LAYER VIEWER, ACCESSED
low^ ����{ OCTOBER 5, 2020.
1/ ♦ 3. WATER WELLS WERE TAKEN FROM PRELIMINARY SITING CRITERIA
PREPARED FOR CHAMBERS DEVELOPMENT OF NORTH CAROLINA,
0 INC. BY RILEY, PARK, HAYDEN & ASSOCIATES, INC. OF ATLANTA
GEORGIA IN JANUARY 1992, AERIAL PHOTOGRAPHY WAS FLOWN
J II OCTOBER 1991.
I \ 11 4. SCHOOL LOCATIONS WERE VERIFIED VISUALLY USING GOOGLE
1 1 °� d\ MAPS.
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NO. C-3035
7 6 5 4

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EX/STING
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SCALE IN FEET
REFERENCE 0 1000 2000
LEGEND
PROPERTY LINE
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100-YEAR FEMA
1. AERIAL PHOTO TAKEN FROM NCONEMAP, DATED 2019,
ACCESSED OCTOBER 5, 2020 EXPANSION AREA
I �: �:7 CHAMBERS DEVELOPMENT OF NORTH CAROLINA, INC.
ANSON COUNTY LANDFILL - PHASE 5
PERMIT TO CONSTRUCT APPLICATION
Civil & Environmental Consultants, Inc. ANSON COUNTY, NORTH CAROLINA
3701 Arco Corporate Drive - Suite 400 - Charlotte, NC 28273
Ph:980.237.0373 Fax:[phone] VICINITY MAP
www.cecinc.com
DRAWN BY: PAB I CHECKED BY: DRAFT APPROVED BY: DRAFT I FIGURE NO.:
DATE: OCTOBER 20201 DWG SCALE: 1 "=1000' PROJECT NO: 165-276 1

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REFERENCE SCALE IN FEET
1. U.S.G.S. 7.5' TOPOGRAPHIC MAPS:
a. POLKTON QUADRANGLE, NC DATED: 2019; 0 2000 4000
b. RUSSELLVILLE QUANDRANGLE, NC DATED: 2019.
f1A
,�,� CHAMBERS DEVELOPMENT OF NORTH CAROLINA, INC.
ANSON COUNTY LANDFILL - PHASE 5
PERMIT TO CONSTRUCT APPLICATION
Civil & Environmental Consultants, Inc. ANSON COUNTY, NORTH CAROLINA
3701 Arco Corporate Drive - Suite 400 - Charlotte, NC 28273
Ph:980.237.0373 Fax:[phone] USGS SITE LOCATION MAP
www.cecinc.com
DRAWN BY: PAB I CHECKED BY: DRAFT APPROVED BY: DRAFT I FIGURE NO.:
DATE: OCT 20201 DWG SCALE: 1 = 2,000 PROJECT NO: 165-276 2

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SCALE IN FEET
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1. WETLANDS DATA TAKEN FROM NWI WETLANDS VIEWER,
ACCESSED OCTOBER 5, 2020.
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Civil & Environmental Consultants, Inc.
3701 Arco Corporate Drive - Suite 400 - Charlotte, NC 28273
Ph:980.237.0373 Fax:[phone]
www.cecinc.com
DRAWN BY: PAB I CHECKED BY:
DATE: OCTOBER 20201 DWG SCALE:
DRAFT APPROVED BY
1 "=2,000 PROJECT NO:
LEGEND
This map i
Service is
base data
be used in
Wetlands I
PROPERTY LINE
CURRENT PHASE BOUNDARIES
EXPANSION AREA
CHAMBERS DEVELOPMENT OF NORTH CAROLINA, INC.
ANSON COUNTY LANDFILL - PHASE 5
PERMIT TO CONSTRUCT APPLICATION
ANSON COUNTY, NORTH CAROLINA
WETLANDS MAP
DRAFT I FIGURE NO.:
165-276 3

APPENDIX B
ENGINEERING DRAWINGS

7
5
PHASE 5 PERMIT APPLICATION
FOR
CHAMBERS DEVELOPMENT OF NORTH CAROLINA, INC.
ANSON COUNTY MSW LANDFILL
(PERMIT No. 0403=MSWLF=2010)
ANSON COUNTY, NORTH CAROLINA
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V,
REFERENCE
1. U.S.G.S. 7.5' TOPOGRAPHIC MAP, POLKTON QUADRANGLE, NC DATED: 2013.
2. U.S.G.S. 7.5' TOPOGRAPHIC MAP, RUSSELVILLE QUADRANGLE, NC DATED: 2013.
VICINITY MAP
SCALE: 1'= 1,000'
DECEMBER 2018
LIST OF DRAWINGS:
C000
COVER SHEET
C100 OVERALL SITE PLAN
C300-C301 TOP OF SUBGRADE PLAN
C302-C303 TOP OF CLAY LINER PLAN
C304-C305 TOP OF PROTECTIVE COVER PLAN
C400 LEACHATE CONVEYANCE PLAN
C401 BORROW AREA PLAN
C500 FINAL COVER PLAN
C501 STORMWATER DRAINAGE PLAN
C502-0503 LANDFILL OPERATION FILL PROGRESSION PLAN
C600-C606 CONSTRUCTION DETAILS
C700-C702 LEACHATE DETAILS
G100 GENERALIZED TOP -OF -BEDROCK CONTOUR MAP
G200 SEASONAL HIGH GROUNDWATER CONTOUR MAP
G201-G204 HYDROGEOLOGIC CROSS -SECTIONS
BEFORE YOU DIGI
CALL 1-800-632-4949
N.C. ONE -CALL CENTER
IT'S THE LAWI
NORTH CAROLINA
BOARD OF EXAMINERS
FOR ENGINEERS AND
SURVEYORS LICENSE
NO. C-3035
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1. EXISTING TOPOGRAPHY WITHIN WASTE CONNECTIONS PROPERTY WAS PROVIDED � �--- / \ \ — ) l- I lIl�ll -/ -, / / \/ \ \ \ < /�' L \\ v — -
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2. LIDAR TOPOGRAPHY OUTSIDE WASTE CONNECTIONS PROPERTY WAS ACQUIRED /� �ll� I I IIII �_-- / \ \-` \ \� \� �� / \�� J \ ( \ / /r I I t ( J /) I ( ) 1 I I 1 l I / \ \\ �") ( L
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3. WETLANDS INFORMATION PROVIDED BY CWS ON AUGUST 8, 2016. __ 1 1 I 1 I I \ \ ___ �\ \`_____ ---\ \ � -, \ - " oo\\ ��`'/ EX/STING LEACHATE I� I \ I 1 \ \�J / / I l I I l \ '-�� cI-) _ � -'-,-/ -I
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0 4. FEMA FLOODPLAIN INFORMATION FROM NCFLOODMAPS. MAP NUMBERS: \ I I
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LEGEND
PROPERTY LINE
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EXISTING STREAMS
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PHASE LIMIT/EDGE OF LINER
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NORTH CAROLINA
BOARD OF EXAMINERS
SCALE IN FEET FOR ENGINEERS AND
SURVEYORS LICENSE
0 200 400 NO. C-3035
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o AT 2-FT CONTOUR INTERVALS BY INDEPENDENT MAPPING CONSULTANTS (IMC \\ \ \\\ \ \ I I III II I✓ \ \ \ \ // _ \ //j/ I / j
o JOB N0. 16030); DATE OF AERIAL PHOTOGRAPHY FEBRUARY 27, 2016.
i 2. LIDAR TOPOGRAPHY OUTSIDE WASTE CONNECTIONS PROPERTY WAS ACQUIRED
A FROM NC DOT GIS.
3. WETLANDS INFORMATION PROVIDED BY CWS ON AUGUST 8, 2016.
4. FEMA FLOODPLAIN INFORMATION FROM NCFLOODMAPS. MAP NUMBERS:
0 3710644500J, 3710644600J, 3710645500J, 3710645600J.
7 6 5 4 3
2
LEGEND
PROPERTY LINE
— —
EXISTING STREAMS
50' STREAMS BUFFER
EXISTING WETLANDS
50' WETLANDS BUFFER
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
100-YEAR FLOODPLAIN
PHASE LIMIT/EDGE OF LINER
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3. WETLANDS INFORMATION PROVIDED BY CWS ON AUGUST 8, 2016.I/Zn4. FEMA FLOODPLAIN INFORMATION FROM NCFLOODMAPS. MAP NUMBERS:
3710644500J, 3710644600J, 3710645500J, 3710645600J. --_---/
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THE FINAL COVER SYSTEM WILL BE INSTALLED IN INCREMENTS AS
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TEMPORARY TERMINATION LOCATIONS.
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SLOPES DEPICTED NUMERICALLY ARE PROVIDED ONLY FOR REFERENCE.
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REFER TO DRAWINGS C502-0503 FOR LANDFILL OPERATION PLANS.
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1� AND PORTIONS OF THE ACCESS ROAD SHALL BE CONSTRUCTED
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C604 C604 5� ° r 111�\��\\\ \ ry I (/ 5 - CELL 3 & CELL 4 CONSTRUCTION.
AV-\\\\�\ \ \��� 1`� //� / l I 9. THIS DRAWING DEPICTS THE STORMWATER DESIGN DURING FINAL
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0 B/A�SIN 13
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REF�EENC� -
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1. EXISTING TOPOGRAPHY WITHIN WASTE CONNECTIONS PROPERTY WAS PROVIDED
°o AT 2-FT CONTOUR INTERVALS BY GPI (JOB NO. 18-006); DATE OF AERIALBASIN 15 23
PHOTOGRAPHY JANUARY 15, 2018. �'f \\_=`=��J / C603
2. LIDAR TOPOGRAPHY OUTSIDE WASTE CONNECTIONS PROPERTY WAS ACQUIREDLrI
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REFERENCE
1. EXISTING TOPOGRAPHY WITHIN WASTE CONNECTIONS PROPERTY WAS PROVIDED
AT 2-FT CONTOUR INTERVALS BY GPI (JOB NO. 18-006); DATE OF AERIAL
PHOTOGRAPHY JANUARY 15, 2018.
2. LIDAR TOPOGRAPHY OUTSIDE WASTE CONNECTIONS PROPERTY WAS ACQUIRED
FROM NC DOT GIS.
3. WETLANDS INFORMATION PROVIDED BY CWS ON AUGUST 8, 2016.
4. FEMA FLOODPLAIN INFORMATION FROM NCFLOODMAPS. MAP NUMBERS:
3710644500J, 3710644600J, 3710645500J, 3710645600J.
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REFERENCE
1. EXISTING TOPOGRAPHY WITHIN WASTE CONNECTIONS PROPERTY WAS PROVIDED
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PHOTOGRAPHY JANUARY 15, 2018.
2. LIDAR TOPOGRAPHY OUTSIDE WASTE CONNECTIONS PROPERTY WAS ACQUIRED
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3. WETLANDS INFORMATION PROVIDED BY CWS ON AUGUST 8, 2016.
4. FEMA FLOODPLAIN INFORMATION FROM NCFLOODMAPS. MAP NUMBERS:
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BOARD OF EXAMINERS
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40-MIL
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1� N �1 �o.
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15 DOD NCHUTE - INTERIM
C60 N.T.S.
SCARIFY SURFACE AND STRIP VEGETATION
PRIOR TO FILLING FOR SWALE AND BERM
INSTALL SC150 MATTING ON 2:1 BERM
SLOPE AND TOP
SCARIFY SURFACE AND STRIP VEGETATION
PRIOR TO FILLING FOR SWALE AND BERM
INSTALL SC150 MATTING ON 2:1 BERM
SLOPE AND TOP
WASTE
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NOTES:
1. THIS OUTLET DESIGN TO BE USED AT ANY LOCATION WHERE THE SLOPE OF THE DISCHARGE
PIPE IS GREATER THAN 5%.
2. LARGER STONES (12"-18" DIA.) TO BE USED AROUND TEE DISSIPATOR AS THRUST BLOCKS.
22 SIDE SLOPE DOD NCHUTE OUTLET DISSIPATOR
C60 N.T.S.
NORTH CAROLINA
BOARD OF EXAMINERS
FOR ENGINEERS AND
SURVEYORS LICENSE
NO. C-3035
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BEFORE YOU DIGI
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N.C. ONE -CALL CENTER
IT'S THE LAWI
` C602
'rr A1, T. B
III IA N �r ``
SHEET 17 OF 30

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CI
3
2
E
C604
DRY SEDIMENT BASIN PLAN VIEW
TOP OF 5' MIN. BASIN LENGTH
STORMWATER
EMBANKMENT "A" RUB N
OFF
PRINCIPAL SPILLWAY (SEE DETAIL BELOW)
EMERGENCY SPILLWAY "B" ;?��
-�
(SEE DETAIL) 25-YR WATER SURFACE ELEVATION "C"
RISER CREST "D"
ROCK
31 EARTHEN DAM BERM BAFFLE HEIGHT "E"
OUTLET 4'x 1 ' CLEANOUT
C604 PROTECTION D
I 1 FBASIN
BOTTOM."G E �2 K
I
BARREL
24 ANTI -SEEP COLLAR RISER ANTI -
FLOATATION
C603
ORIFICE
F
LAII -1
-
-BASIN BOTTOM
SLOPE (0.5% MIN.)
25 SKIMMER
:603
DRY SEDIMENT BASIN SECTIONAL VIEW
26
CLEANOUT STAKE
SEDIMENT BASIN DESIGN TABLE
SEDIMENT
BASIN
NUMBER/NAME
A
(FMSL)
B
(FMSL)
C
(FMSL)
D
(FEET)
E
(FEET)
F
(FEET)
G
(FMSL)
SKIMMER
SIZE (IN.)
SKIMMER
ORIFICE (IN.)
BASIN
VOLUME
(CF)
DEWATERING
TIME (DAYS)
NO. OF
SKIMMERS
10
250.00
249.00
248.22
4.00
2.00
1.00
244.00
5.00
5.00
747,550
2.99
1
11
250.00
249.00
248.32
4.00
2.00
1.00
244.00
2.50
2.50
83300
2.64
1
12
290.00
289.00
288.28
4.00
2.00
1.00
284.00
2.00
2.00
37,509
2.24
1
13
284.25
283.00
282.47
4.00
2.00
1.00
278.00
4.00
4.00
356,920
3.33
1
14
266.00
264.00
264.37
4.00
2.00
1.00
260.00
2.00
2.50
83,876
2.91
1
15
296.00
294.00
294.29
8.00
2.00
1.00
286.00
5.00
5.00
1,045,570
3.96
1
SIN
-1
ILI
' I
LI
EMERGENCY SPILLWAY DETAIL
DRY SEDIMENT BASIN - GENERAL NOTES
RIP -RAP, 10-INCH D50
GEOTEXTILE FABRIC
SPILLWAY
WIDTH
Sw (FT)
BASIN
10
20
BASIN
11
20
BASIN
12
20
BASIN
13
40
BASIN
14
20
BASIN
15
20
RIP -RAP STABILIZATION
TRASH RACK AND
ANTI -VORTEX DEVICE
RISER END C
INSTALL SKIMMER
INTO ORIFICE
DHOXo BARREL
I pp I PVC TI
PRINCIPAL SPILLWAY DETAIL
BASIN
10
BASIN
11
BASIN
12
BASIN
13
BASIN
14
BASIN
15
RH = RISER HEIGHT (FT)
4
4
4
4
4
8
DR = RISER DIAMETER (FT)
4
3
3
4
3
3
DH = ORIFICE DIAMETER (IN)
5
2.5
2
4
2.5
5
D= BARREL DIAMETER (FT)
2
2
2
2
2
2
1. SEDIMENT BASINS SHOULD NOT BE PLACED IN WATERS OF THE STATE OR
USGS BLUE -LINE STREAMS (UNLESS
6.
INSTALL SKIMMER AND COUPLING (AS NECESSARY) TO RISER STRUCTURE AT ORIFICE ALONG BOTTOM OF THE
APPROVED BY FEDERAL AUTHORITIES).
PRINCIPLE SPILLWAY'S RISER STRUCTURE. (REFER TO SKIMMER MANUFACTURER FOR INSTALLATION PROCEDURES
AND SKIMMER SPECIFICATIONS.)
2. SEDIMENT BASIN'S SIDE SLOPES SHALL BE SEEDED AND, WHEN NECESSARY, STABILIZED
WITH VEGETATIVE OR
SYNTHETIC MATTING TO PREVENT THE FORMATION OF RILLS AND GULLIES.
7.
SKIMMER SHOULD BE EQUIPPED WITH A MECHANISM, SUCH AS A ROPE, TO ALLOW EASY ACCESS TO SKIMMER
TO UNCLOGGED ORIFICE OR PERFORM OTHER NECESSARY MAINTENANCE.
3. INSTALL THREE (3) ROWS OF POROUS BAFFLES WITH A MINIMUM SPACING
OF 10 FEET.
BAFFLES SHOULD
ULTIMATELY BE PLACED TO MAXIMIZE THE SPACE BETWEEN EACH ROW OF
BAFFLES AND
THE BASIN'S
8.
STORMWATER RUNOFF ENTERING THE BASIN MUST BE DIRECTED INTO PROPER BMPS TO PREVENT EROSION
INLETS/OUTLETS. ONLY TWO (2) ROWS OF BAFFLES ARE NECESSARY FOR
BASINS THAT ARE LESS THAN 50
ALONG SIDE SLOPES AND TO PREVENT SCOUR AT THE BASIN'S INLETS.
FEET IN LENGTH.
9.
THE ELEVATION OF THE EMERGENCY SPILLWAY SHOULD BE AT LEAST 1 FOOT BELOW THE TOP OF THE
4. POROUS BAFFLES SHOULD BE COMPOSED OF COIR-BASED MATERIALS OR
TRMS WITH A
LIGHT PENETRATION
EMBANKMENT. THE EMERGENCY SPILLWAY SHOULD NOT BE LOCATED ON FILL MATERIAL, WHEN POSSIBLE. RIPRAP
(OPEN SPACES) BETWEEN 10-35%. THESE MATERIALS SHOULD NOT HAVE
LOOSE STRAW.
SILT FENCE MAY NOT
AND GEOTEXTILE LINER SHOULD BE PLACED ON ALL SPILLWAYS THAT MUST BE LOCATED ON FILL MATERIAL.
BE USED AS POROUS BAFFLES.
5. EACH POROUS BAFFLES SHALL BE INSTALLED ACROSS THE ENTIRE WIDTH
OF THE BASIN
AND ALONG THE
BASIN'S SIDE SLOPE UNTIL THE HEIGHT OF THE BAFFLE INTERSECTS THE
SLOPE.
23 SEDIMENT
BASIN
C603
N.T.S.
1'-0" MIN.
BAND OF
HELICAL PIPE
COLLAR TO BE
ED TO CENTER ROD AND LUG
ELICAL PIPE BAND
PARTIAL ELEVATION
END VIEW
EMBANKMENT
PVC ELBOW
'VC END CAP
1/2" HOLES
SIDE
SCH 40
PVC PIPE
WELD 1 1/8" x 1 1/8" x 1 1/8" ANGLES
TO COLLAR OR BEND A 90' ANGLE 1 1/8"
WIDE AS SHOWN IN DRAWING.
1 1/8"
1/8'
L SHEET METAL COLLAR SHALL BE CUT TO FIT
CORRUGATIONS OF HELICAL BAND, AND
WELDED WITH A CONTINUOUS WELD.
ISOMETRIC VIEW
24 HELICAL PIPE ANTI -SEEP COLLAR
C603 N.T.S.
TOP VIEW
WATER SURFACE
PROVIDE PROPER HORIZ. CLEARANCE
FROM SLOPE IN ORDER TO PROVIDE
FREE MOVEMENT OF SKIMMER
IFLEXIBLE HOSE
f� �1
NOTES:
1. FOR DETAILS OF FABRICATION DIMENSIONS: MINIMUM GAGES, SLOTTED HOLES,
AND NOTES, SEE DETAIL.
2. FOR BANDS AND COLLARS: MODIFICATIONS OF THE DETAILS SHOWN MAY BE
USED PROVIDING EQUAL WATER TIGHTNESS IS MAINTAINED AND DETAILED
DRAWINGS ARE SUBMITTED AND APPROVED BY THE ENGINEER PRIOR TO
DELIVERY.
3. TWO OTHER TYPES OF ANTI -SEEP COLLARS ARE:
A. CORRUGATED METAL, SIMILAR TO UPPER, EXCEPT SHOP WELDED TO A
SHORT (4FT.) SECTION OF THE PIPE AND CONNECTED WITH CONNECTING
BANDS TO THE PIPE.
B. CONCRETE, SIX INCHES THICK FORMED AROUND THE PIPE WITH #3 REBAR
SPACED 15" HORIZONTALLY AND VERTICALLY.
4. SIZE AND SPACING OF SLOTTED OPENINGS SHALL BE THE SAME AS SHOWN
FOR CM COLLAR USE RODS AND LUGS TO CLAMP BANDS SECURELY TO PIPE.
PVC VENT PIPE
BOTTOM SURFACE
TTT_
-III-
-� FRONT VIEW
AFTER SKIMMER IS INSTALLED
CONTRACTOR SHALL NOTE SIZE
OF ORIFICE INSTALLED W/ A
PERMANENT MARKER - NOTATION
TO BE VISIBLE OUTSIDE OF BASIN
OSURE
UNIT
SCHEDULE 40
PVC PIPE
NOTE:
1. REFERENCE NCDEQ EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, SECTION 6.64.
2. SKIMMER SHALL BE AS MANUFACTURED BY JW FAIRCLOTH OR APPROVED EQUAL BY THE ENGINEER.
25 SO IMMER
C603 N.T.S.
SCHEDULE 40
PVC PIPE
ORIFICE PLACE
PVC TEE
BEFORE YOU DIGI
CALL 1-800-632-4949
N.C. ONE -CALL CENTER
IT'S THE LAWI
NORTH CAROLINA
BOARD OF EXAMINERS
FOR ENGINEERS AND
SURVEYORS LICENSE
NO. C-3035
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SHEET 18 OF 30
8 6 5
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3

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t�
BAFFLE MATERIAL
5
HEAVY DUTY PLASTIC TIES
4
2
G
E
u
SUPPORT ROPE
OR WIRE TO I
PREVENT SAGGING
1.25 LB/FT STEEL
SUPPORT POST
24" INTO BOTTOM
OR SIDE SLOPES
STAKE FOR
SUPPORT WIRE
\-- COIR-BASED MATERIALS OR TRMs,
TRENCHED INTO BOTTOM AND SIDE SLOPES
CROSS SECTION VIEW
POROUS BAFFLE ROW
NON -CONCENTRATED
OUTFLOW
I��I
I�
II
BOTTOM OF SEDIMENT
BASIN OR TRAP
--SIDE SLOPES OF SEDIMENT
PERSPECTIVE VIEW BASIN OR TRAP
1.0' MIN. COVER
COMPACTED' �� 2-2/3'k1/2"
UNCLASSIFIED
�000000
CORRUGATIONS
FILL (D+2') 16 GAUGE (MIN.)
(MIN.)
6" THICK (MIN.) UNCLASSIFIED
PIPE BEDDING
SECTION A -A
W2
END OF FLARED
W1
END OF APRON
PLAN
COMPACTED OR -J
UNDISTURBED SOIL
NATURAL GRADE
26 POROUS BAFFLE
C604 N.T.S.
COM PAc
BAFFLE
MATERIAL
FLAT -BOTTOM TRENCH DETAIL
HEAVY DUTY PLASTIC TIES
BAFFLE MATERIAL
COMPACTED EARTH --\
BAFFLE MATERIAL
V-SHAPED TRENCH DETAIL
(ISE
DETAIL 27 HAS BEEN OMITTED
CULVERT SCHEDULE
PEAK
CULVERT
INLET LOCATION
OUTLET
DISCHARGE
DIAMETER
NO.
LENGTH
SLOPE
NO.
LOCATION
(CFS)
(IN)
BARRELS
(FT)
M
1
PERIMETER ITCH 1 &
BASIN 15
152.05
48
2
126
12.70
2
2
PERIMETERS ITCH 3 &
BASIN 15
159.04
36
2
184
1.08
3
PERIMETER DITCH 5 &
BASIN 14
37.49
24
1
132
6.06
6
4
PERIMETERDITCHITCH 7 &
BASIN 13
171.18
36
2
104
3.85
5
PERIMETER DITCH 9 &
PERIMETER DITCH
7.71
18
1
159
1.26
11
10
6
PERIMETERIDITCH 12 &
BASIN 12
17.95
18
1
130
1.54
7
PERIMETER DITCH 14
BASIN 10
166.81
48
2
123
9.75
3o CULVERT
C604 N.T.S.
OUTLET
LET
La)
W1�)
W �)
T25)
H
d50121N)
dMAX (IN)
4o.o
48 0
24 0
2
61N)
18o
B
10.0
16.5
4.5
1.125
6
12
18.0
C
15
17
6
1.125
6
6
9
D
10
12
6
1.125
6
6
9
NCI LM r/AOMIU
LAP
(IF NEEDED)
ELEVATION
SECTION B-B
NOTES:
1. CLASS OR MEDIAN SIZE OF RIPRAP AND LENGTH, WIDTH AND DEPTH OF APRON
TO BE DESIGNED BY THE ENGINEER AND ARE SUMMARIZED BELOW.
2. RIPRAP SHOULD EXTEND UP BOTH SIDES OF THE APRON AND AROUND THE END
OF THE PIPE OR CULVERT AT THE DISCHARGE OUTLET AT A MAXIMUM SLOPE OF
2:1 AND A HEIGHT NOT LESS THAN TWO THIRDS THE PIPE DIAMETER OR CULVERT
HEIGHT.
3. THERE SHALL BE NO OVERFLOW FROM THE END OF THE APRON TO THE SURFACE
OF THE RECEIVING CHANNEL. THE AREA TO BE PAVED OR RIPRAPPED SHALL BE
UNDERCUT SO THAT THE INVERT OF THE APRON SHALL BE AT THE SAME GRADE
(FLUSH) WITH THE SURFACE OF THE RECEIVING CHANNEL. THE APRON SHALL
HAVE A CUTOFF OR TOE WALL AT THE DOWNSTREAM END.
4. THE WIDTH OF THE END OF THE APRON SHALL BE EQUAL TO THE BOTTOM WIDTH
OF THE RECEIVING CHANNEL. MAXIMUM TAPER TO RECEIVING CHANNEL 5:1.
5. ALL SUBGRADE FOR STRUCTURE TO BE COMPACTED TO 95% OR GREATER.
6. THE PLACING OF FILL, EITHER LOOSE OR COMPACTED IN THE RECEIVING CHANNEL
SHALL NOT BE ALLOWED.
7. NO BENDS OR CURVES IN THE HORIZONTAL ALIGNMENT OF THE APRON WILL BE
PERMITTED.
8. FILTER FABRIC SHALL BE INSTALLED ON COMPACTED SUBGRADE PRIOR TO
PLACEMENT OF RIP RAP.
9. ANY DISTURBED AREA FROM END OF APRON TO RECEIVING CHANNEL MUST BE
STABILIZED.
31 OUTLET PROTECTION
C604 N.T.S.
GR(" 'm "'A' `
BE
T
(SEE CHANNEL SCHEDULE BELOW)
28 TRAPEDOIDAL TURF REINFORCEMENT MAT CHANNEL
C604 N.T.S.
T
FINISHED GRADE
'ADE
(STING GROUND
EXISTING GROUND
(SEE CHANNEL SCHEDULE BELOW)
29 TRIANGULAR TURF REINFORCEMENT MAT CHANNEL
C604 N.T.S.
CHANNEL SCHEDULE
CHANNEL
DESIGN
DEPTH
(FT)
BO BOM
WIDTH
(FT)
TOP
WIDTH
(FT)
APPROX. SLOPE
M
SIDE SLOPES
(Z1/Z2)
CHANNEL
LINING
PERIMETER
DITCH
1
3.5
6.0
25.0
2.00
3/3
NAG
SC250
MATTING
PERIMETER
DITCH
2
4.0
0.0
25.0
8.00
3/3
N/A
PERIMETER
DITCH
3
2.0
0.0
12.0
8.00
3/3
N/A
PERIMETER
DITCH
4
4.0
6.0
30.0
3.60
3/3
NAG
SC250
MATTING
PERIMETER
DITCH
5
2.0
0.0
12.0
2.80
3/3
NAG
SC250
MATTING
PERIMETER
DITCH
6
2.0
6.0
18.0
8.00
3/3
NAG
SC250
MATTING
PERIMETER
DITCH
7
2.0
0.0
12.0
8.00
3/3
N/A
PERIMETER
DITCH
8
3.5
6.0
27.0
2.10
3/3
NAG
SC250
MATTING
PERIMETER
DITCH
9
2.0
0.0
12.0
8.00
3/3
NAG
SC250
MATTING
PERIMETER
DITCH
10
2.0
0.0
12.0
2.00
3/3
NAG
SC150
MATTING
PERIMETER
DITCH
11
2.0
0.0
12.0
8.00
3/3
NAG
SC250
MATTING
PERIMETER
DITCH
12
2.0
0.0
12.0
5.70
3/3
NAG
SC250
MATTING
PERIMETER
DITCH
13
2.0
0.0
12.0
5.80
3/3
NAG
SC250
MATTING
PERIMETER
DITCH
14
2.0
6.0
18.0
6.00
3/3
NAG
SC250
MATTING
PERIMETER
DITCH
15
2.0
6.0
18.0
2.00
3/3
NAG
SC150
MATTING
PERIMETER
DITCH
16
2.5
6.0
18.0
6.00
3/3
NAG
SC250
MATTING
f2' MIN
' nnunnnTrn rn i
29T TEMPORARY DIVERSION DITCH
C604 N.T.S.
NORTH CAROLINA
BOARD OF EXAMINERS
FOR ENGINEERS AND
SURVEYORS LICENSE
NO. C-3035
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N.C. ONE -CALL CENTER ��
IT'S THE LAWI SHEET 19 OF 30
7
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5

E:3
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lei
2
H DEFINITION: CONTROLLING RUNOFF AND EROSION ON DISTURBED AREAS BY ESTABLISHING PERENNIAL
VEGETATIVE COVER WITH SEED.
PURPOSE: TO REDUCE EROSION AND DECREASE SEDIMENT YIELD FROM DISTURBED AREAS, AND TO
PERMANENTLY STABILIZE SUCH AREAS IN A MANNER THAT IS ECONOMICAL, ADAPTS TO SITE CONDITIONS, AND
ALLOWS SELECTION OF THE MOST APPROPRIATE PLANT MATERIALS.
G
E
■:3
SEEDBED REQUIREMENTS: ESTABLISHMENT OF VEGETATION SHOULD NOT BE ATTEMPTED ON SITES
THAT ARE UNSUITABLE DUE TO INAPPROPRIATE SOIL TEXTURE (NC EROSION AND SEDIMENT
CONTROL PLANNING AND DESIGN MANUAL, 1988), POOR DRAINAGE, CONCENTRATED OVERLAND
FLOW, OR STEEPNESS OF SLOPE UNTIL MEASURES HAVE BEEN TAKEN TO CORRECT THESE
PROBLEMS.
TO MAINTAIN A GOOD STAND OF VEGETATION, THE SOIL MUST MEET CERTAIN MINIMUM
REQUIREMENTS AS A GROWTH MEDIUM. THE EXISTING SOIL SHOULD HAVE THESE CRITERIA:
- ENOUGH FINE-GRAINED (SILT AND CLAY) MATERIAL TO MAINTAIN ADEQUATE MOISTURE
AND NUTRIENT SUPPLY (AVAILABLE WATER CAPACITY OF AT LEAST .05 INCHES WATER
TO 1 INCH OF SOIL).
- SUFFICIENT PORE SPACE TO PERMIT ROOT PENETRATION.
- SUFFICIENT DEPTH OF SOIL TO PROVIDE AN ADEQUATE ROOT ZONE. THE DEPTH TO
ROCK OR IMPERMEABLE LAYERS SUCH AS HARDPANS SHOULD BE 12 INCHES OR
MORE, EXCEPT ON SLOPES STEEPER THAN 2:1 WHERE THE ADDITION OF SOIL IS NOT
FEASIBLE.
- A FAVORABLE PH RANGE FOR PLANT GROWTH, USUALLY 6.0 - 6.5.
- FREE FROM LARGE ROOTS, BRANCHES, STONES, LARGE CLODS OF EARTH, OR TRASH
OF ANY KIND. CLODS AND STONES MAY BE LEFT ON SLOPES STEEPER THAN 3:1 IF
THEY ARE TO BE HYDROSEEDED.
IF ANY OF THE ABOVE CRITERIA ARE NOT MET - I.E., IF EXISTING SOIL IS TOO COARSE,
DENSE, SHALLOW OR ACIDIC TO FOSTER VEGETATION - SPECIAL AMENDMENTS ARE REQUIRED.
THE SOIL CONDITIONERS DESCRIBED BELOW MAY BE BENEFICIAL OR, PREFERABLY, TOPSOIL MAY
BE APPLIED.
SEEDBED PREPARATION
INSTALL NECESSARY MECHANICAL EROSION AND SEDIMENTATION CONTROL PRACTICES BEFORE
SEEDING, AND COMPLETE GRADING ACCORDING TO THE APPROVED PLAN.
LIME AND FERTILIZER NEEDS SHOULD BE DETERMINED BY SOIL TESTS. SOIL TESTING IS
PERFORMED FREE OF CHARGE BY THE NORTH CAROLINA DEPARTMENT OF AGRICULTURE SOIL
TESTING LABORATORY. DIRECTIONS, SAMPLE CARTONS, AND INFORMATION SHEETS ARE
AVAILABLE THROUGH COUNTY AGRICULTURAL EXTENSION OFFICES OR FROM NCDA. BECAUSE
THE NCDA SOIL TESTING LAB REQUIRES 1-6 WEEKS FOR SAMPLE TURN -AROUND, SAMPLING
MUST BE PLANNED WELL IN ADVANCE OF FINAL GRADING. TESTING IS ALSO DONE BY
COMMERCIAL LABORATORIES. WHEN SOIL TESTS ARE NOT AVAILABLE, FOLLOW RATES
SUGGESTED IN THE SEEDING SPECIFICATIONS SHOWN AT RIGHT. APPLICATION RATES USUALLY
FALL INTO THE FOLLOWING RANGES:
GROUND AGRICULTURAL LIMESTONE:
- LIGHT -TEXTURED, SANDY SOILS: 1 TO 1-1/2 TONS/ACRE
- HEAVY -TEXTURED, CLAYEY SOILS: 2-3 TONS/ACRE
FERTILIZER:
- GRASSES: 800-1200 LB/ACRE OF 10-10-10 (OR THE EQUIVALENT)
- GRASS -LEGUME MIXTURES: 800-1200 LB/ACRE OF 5-10-10 (OR THE
EQUIVALENT)
APPLY LIME AND FERTILIZER EVENLY AND INCORPORATE INTO THE TOP 4-6 INCHES OF SOIL
BY DISKING OR OTHER SUITABLE MEANS. OPERATE MACHINERY ON THE CONTOUR. WHEN
USING A HYDROSEEDER, APPLY LIME AND FERTILIZER TO A ROUGH, LOOSE SURFACE.
ROUGHEN SURFACES PRIOR TO SEEDING.
COMPLETE SEEDBED PREPARATION BY BREAKING UP LARGE CLODS AND RAKING INTO A
SMOOTH, UNIFORM SURFACE (SLOPES LESS THAN 3:1). FILL IN OR LEVEL DEPRESSIONS
THAT CAN COLLECT WATER. BROADCAST SEED INTO A FRESHLY LOOSENED SEEDBED THAT
HAS NOT BEEN SEALED BY RAINFALL.
TEMPORARY SEEDING SPECIFICATIONS
AREAS LEFT DISTURBED FOR LONGER THAT 30 DAYS BUT LESS THAN ONE
(1) YEAR:
Time Period
Item
Rate of Application
(lb./acre)
January Ito May 1
Rye (Grain)
120
Annual Lespedeza (Kobe)
50
Limestone
2,000
10-10-10 Fertilizer
750
Nitrogen (March only)
50
Mulch
4,000
May 1 to August 15
German Millet
40
Limestone
2,000
10-10-10 Fertilizer
750
Mulch
4,000
August 15 to
December 30
Rye (Grain)
120
Limestone
2,000
10-10-10 Fertilizer
750
Mulch
4,000
If it is necessary to extend temporary cover beyond June 15, the area should be
overseeded with 50 lb/acre of Kobe lespedeza in latter February or early March.
SOIL
AMENDMENTS FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND
AGRICULTURAL LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER.
MULCH
APPLY 4,000 LB/ACRE STRAW. ANCHOR MULCH BY TACKING WITH ASPHALT, ROVING OR A
MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A
MULCH ANCHORING. TOOL.
MAINTENANCE
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH
IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
SEEDING SEEDING DATES GIVEN IN THE SEEDING MIXTURE SPECIFICATIONS ARE DESIGNATED AS
"BEST" OR "POSSIBLE". SEEDINGS PROPERLY CARRIED OUT WITHIN THE "BEST" DATES HAVE A
HIGH PROBABILITY OF SUCCESS. IT IS ALSO POSSIBLE TO HAVE SATISFACTORY ESTABLISHMENT
WHEN SEEDING OUTSIDE THESE DATES. HOWEVER, AS YOU DEVIATE FROM THEM, THE
PROBABILITY OF FAILURE INCREASES RAPIDLY. SEEDING ON THE LAST DATE SHOWN UNDER
"POSSIBLE" MAY REDUCE CHANGES OF SUCCESS BY 30-50%. ALWAYS TAKE THIS INTO
ACCOUNT IN SCHEDULING LAND -DISTURBING ACTIVITIES.
USE CERTIFIED SEED FOR PERMANENT SEEDING WHENEVER POSSIBLE. CERTIFIED SEED IS
INSPECTED BY THE NORTH CAROLINA CROP IMPROVEMENT ASSOCIATION. IT MEETS
PUBLISHED NORTH CAROLINA STANDARDS AND SHOULD BEAR AN OFFICIAL "CERTIFIED
SEED" LABEL.
LABELING OF NON -CERTIFIED SEED IS ALSO REQUIRED BY LAW. LABELS CONTAIN
IMPORTANT INFORMATION ON SEED PURITY, GERMINATION, AND PRESENCE OF WOOD SEEDS.
SEEDS MUST MEET STATE STANDARDS FOR CONTENT OF NOXIOUS WEEDS. DO NO ACCEPT
SEED CONTAINING "PROHIBITED" NOXIOUS WEED SEED.
INOCULATE LEGUME SEED WITH THE RHIZOBIUM BACTERIA APPROPRIATE TO THE SPECIES OF
LEGUME. APPLY SEED UNIFORMLY WITH A CYCLONE SEEDER, DROP -TYPE SPREADER, DRILL,
CULTIPACKER SEEDER, OR HYDROSEEDER ON A FIRM, FRIABLE SEEDBED. WHEN USING A
DRILL OR CULTIPACKER SEEDER, PLANT SMALL GRAINS NO MORE THAN 1 INCH DEEP,
GRASSES AND LEGUMES NO MORE THAN 1 /2 INCH. EQUIPMENT SHOULD BE CALIBRATED IN
THE FIELD FOR THE DESIRED SEEDING RATE. WHEN USING BROADCAST -SEEDING METHODS,
SUBDIVIDE THE AREA INTO WORKABLE SECTIONS AND DETERMINE THE AMOUNT OF SEED
NEEDED FOR EACH SECTION. APPLY ONE-HALF THE SEED WHILE MOVING BACK AND FORTH
ACROSS THE AREA, MAKING A UNIFORM PATTERN: THEN APPLY THE SECOND HALF IN THE
SAME WAY, BUT MOVING AT RIGHT ANGLES TO THE FIRST PASS. MULCH ALL PLANTINGS
IMMEDIATELY AFTER SEEDING.
HYDROSEEDING:
SURFACE ROUGHENING IS PARTICULARLY IMPORTANT WHEN HYDROSEEDING, AS A
ROUGHENED SLOPE WILL PROVIDE SOME NATURAL COVERAGE FOR LIME, FERTILIZER, AND
SEED. THE SURFACE SHOULD NOT BE COMPACTED OR SMOOTH. FINE SEEDBED
PREPARATION IS NOT NECESSARY FOR HYDROSEEDING OPERATIONS: LARGE CLODS, STONES,
AND IRREGULARITIES PROVIDE CAVITIES IN WHICH SEEDS CAN LODGE.
RATE OF WOOD FIBER (CELLULOSE) APPLICATION SHOULD BE AT LEAST
2,000 LB/ACRE.
APPLY LEGUME INOCULATES AT FOUR TIME THE RECOMMENDED RATE WHEN ADDING
INOCULATE TO A HYDROSEEDER SLURRY.
IF A MACHINERY BREAKDOWN OF 1 /2 TO 2 HOURS OCCURS, ADD 50% MORE SEED TO
THE TANK, BASED ON THE PROPORTION OF THE SLURRY REMAINING. THIS SHOULD
COMPENSATE FOR DAMAGE TO SEED. BEYOND 2 HOURS, A FULL RATE OF NEW SEED MAY
BE NECESSARY.
LIME IS NOT NORMALLY APPLIED WITH A HYDRAULIC SEEDER BECAUSE IT IS ABRASIVE.
IT CAN BE BLOWN ONTO STEEP SLOPES IN DRY FORM.
MAINTENANCE: GENERALLY, A STAND OF VEGETATION CANNOT BE DETERMINED TO BE FULLY
ESTABLISHED UNTIL SOIL COVER HAS BEEN MAINTAINED FOR ONE FULL YEAR FROM PLANTING,
INSPECT SEEDED AREAS FOR FAILURE AND MAKE NECESSARY REPAIRS AND RESEEDINGS
WITHIN THE SAME SEASON, IF POSSIBLE.
RESEEDING: IF A STAND HAS INADEQUATE COVER, RE-EVALUATE CHOICE OF PLANT MATERIALS
AND QUANTITIES OF LIME AND FERTILIZER. RE-ESTABLISH THE STAND AFTER SEEDBED
PREPARATION OR OVER- SEED THE STAND. CONSIDER SEEDING TEMPORARY, ANNUAL SPECIES
IF THE TIME OF YEAR IS NOT APPROPRIATE FOR PERMANENT SEEDING.
IF VEGETATION FAILS TO GROW, SOIL MUST BE TESTED TO DETERMINE IF ACIDITY OR NUTRIENT
IMBALANCE IS RESPONSIBLE.
FERTILIZATION: ON THE TYPICAL DISTURBED SITE, FULL ESTABLISHMENT USUALLY REQUIRES
REFERTILIZATION IN THE SECOND GROWING SEASON. FINE TURF REQUIRES ANNUAL
MAINTENANCE FERTILIZATION. USE SOIL TESTS IF POSSIBLE OR FOLLOW THE GUIDELINES
GIVEN FOR THE SPECIFIC SEEDING MIXTURE.
PERMANENT SEEDING SPECIFICATIONS
Time Period
Item
Rate of Application
(lb./acre)
August 20 to October 25
Tall Fescue
100
Sericea Lespedeza
30
Kobe Lespedeza
10
Common Bermuda or
Pensacola Bahia
10/25
Limestone
4,000
10-10-10 Fertilizer
1,000
Mulch
4,000 to 5,000
February 1 to April 15
Tall Fescue
100
Sericea Lespedeza
30
Kobe Lespedeza
10
Limestone
4,000
10-10-10 Fertilizer
1,000
Mulch
4.000 to 5.000
SOIL
AMENDMENTS APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 4,000
LB/ACRE GROUND AGRICULTURAL LIMESTONE AND 1,000 LB/ACRE 10-10-10 FERTILIZER.
MULCH
APPLY 4,000-5,000 LB/ACRE GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE
MULCHING MATERIAL. ANCHOR MULCH BY TACKING WITH ASPHALT, ROVING, OR NETTING.
NETTING IS THE PREFERRED ANCHORING METHOD ON STEEP SLOPES.
MAINTENANCE
REFERTILIZE IN THE SECOND YEAR UNLESS GROWTH IS FULLY ADEQUATE. MAY BE MOWED
ONE OR TWICE A YEAR, BUT MOWING IS NOT NECESSARY. RESEED, FERTILIZE, AND MULCH
DAMAGED AREAS
33A SEEDING SCHEDULE
C605 N.T.S.
1.25 LB./LINEAR FT. STEEL POSTS
FILTER FABRIC
BACKFILL TRENCH WITH
COMPACTED EARTH
6•
Mqk
` Sp
USE EITHER FLAT -BOTTOM -
OR V-BOTTOM TRENCH
SEE DETAILS
SILT FENCE INSTALLATION
PROVIDE SILT FENCE SUPPORT CONSISTING OF
14 GA. STEEL WIRE W/ 6" MESH SPACING OR
PREFABRICATED POLYMER MESH OF EQUIVALENT
STRENGTH
HEAVY DUTY PLASTIC
TIE FOR STEEL POSTS
(RESTRICT TO TOP
8-INCHES OF FABRIC)
BURY FABRIC
SILT FENCE — GENERAL NOTES
1. DO NOT PLACE SILT FENCE ACROSS CHANNELS OR IN OTHER AREAS SUBJECT TO CONCENTRATED
FLOWS. SILT FENCE SHOULD NOT BE USED AS A VELOCITY CONTROL BMP. CONCENTRATED FLOWS
ARE ANY FLOWS GREATER THAN 0.5 CFS.
2. MAXIMUM SHEET OR OVERLAND FLOW PATH LENGTH TO THE SILT FENCE SHALL BE 100-FEET.
3. MAXIMUM SLOPE STEEPNESS (NORMAL [PERPENDICULAR] TO THE FENCE LINE) SHALL BE 2:1.
4. SILT FENCE JOINTS, WHEN NECESSARY, SHALL BE COMPLETED BY ONE OF THE FOLLOWING
OPTIONS:
- WRAP EACH FABRIC TOGETHER AT A SUPPORT POST WITH BOTH ENDS FASTENED TO THE POST,
WITH A 1-FOOT MINIMUM OVERLAP;
- OVERLAP SILT FENCE BY INSTALLING 3-FEET PASSED THE SUPPORT POST TO WHICH THE NEW
SILT FENCE ROLL IS ATTACHED. ATTACH OLD ROLL TO NEW ROLL WITH HEAVY-DUTY PLASTIC
TIES; OR,
- OVERLAP ENTIRE WIDTH OF EACH SILT FENCE ROLL FROM ONE SUPPORT POST TO THE NEXT
SUPPORT POST.
FI
NCDOT #5 OR #57
STONE
DOWNSTREAM VIEW
CROSS—SECTION
34 ROCK CHECK DAM
C605 N.T.S.
CLASS 1 RIPRAP
HEAVY DUTY PLASTIC TIES
FILTER FABRIC
COMPACTED EARTH00
N
I
RUNOFF -
Zn -
N
FILTER
FABRIC
4" MIN
FLAT —BOTTOM TRENCH DETAIL
HEAVY DUTY PLASTIC TIES
FILTER FABRIC
COMPACTED EARTH
BURY FILTER FABRIC
AT LEAST 12-INCHES
V—SHAPED TRENCH DETAIL
5. ATTACH FILTER FABRIC TO THE STEEL POSTS USING HEAVY-DUTY PLASTIC TIES THAT ARE EVENLY
SPACED WITHIN THE TOP 8-INCHES OF THE FABRIC.
6. INSTALL THE SILT FENCE PERPENDICULAR TO THE DIRECTION OF THE STORMWATER FLOW AND
PLACE THE SILT FENCE THE PROPER DISTANCE FROM THE TOE OF STEEP SLOPES TO PROVIDE
SEDIMENT STORAGE AND ACCESS FOR MAINTENANCE AND CLEANOUT.
7. INSTALL SILT FENCE CHECKS (TIE -BACKS) EVERY 50-100 FEET, DEPENDENT ON SLOPE, ALONG
SILT FENCE THAT IS INSTALLED WITH SLOPE AND WHERE CONCENTRATED FLOWS ARE EXPECTED OR
ARE DOCUMENTED ALONG THE PROPOSED/INSTALLED SILT FENCE.
32 SILT FENCE
C605 N.T.S.
EROSION CONTROL MATTING INSTALLATION:
1. INSTALL NA GREEN SC250 OR ENGINEER
APPROVED EQUAL IN ACCORDANCE WITH
MANUFACTURERS SPECIFICATIONS AND NOTES
BELOW.
2. PREPARE SOIL BEFORE INSTALLING ROLLED
EROSION CONTROL PRODUCTS (RECPS),
INCLUDING ANY NECESSARY APPLICATION OF
LIME, FERTILIZER, AND SEED.
3. BEGIN AT THE TOP OF THE SLOPE BY
ANCHORING THE RECPS IN A 6"(15CM) DEEP X
6"(15CM) WIDE TRENCH WITH APPROXIMATELY
12" (30CM) OF RECPS EXTENDED BEYOND THE
UP -SLOPE PORTION OF THE TRENCH. ANCHOR
THE RECPS WITH A ROW OF STAPLES/STAKES
APPROXIMATELY 12" (30CM) APART IN THE
BOTTOM OF THE TRENCH. BACKFILL AND
COMPACT THE TRENCH AFTER STAPLING.
APPLY SEED TO THE COMPACTED SOIL AND
FOLD THE REMAINING 12"(30CM) PORTION OF
RECPS BACK OVER THE SEED AND COMPACTED
SOIL. SECURE RECPS OVER COMPACTED
SOIL WITH A ROW OF STAPLES/STAKES
SPACED APPROXIMATELY 12"(30CM) APART
ACROSS THE WIDTH OF THE RECPS.
4. ROLL THE RECPS (A) DOWN OR (B)
HORIZONTALLY ACROSS THE SLOPE. RECPS
WILL UNROLL WITH APPROPRIATE SIDE AGAINST
THE SOIL SURFACE. ALL RECPS MUST BE
SECURELY FASTENED TO SOIL SURFACE BY
PLACING STAPLES/STAKES IN APPROPRIATE
LOCATIONS AS SHOWN IN THE STAPLE PATTERN
GUIDE.
5. THE EDGES OF PARALLEL RECPS MUST BE
STAPLED WITH APPROXIMATELY 2" - 5"
(5-12.5CM) OVERLAP DEPENDING ON THE
RECPS TYPE.
6. CONSECUTIVE RECPS SPLICED DOWN THE SLOPE
MUST BE END OVER END (SHINGLE STYLE) WITH
AN APPROXIMATE 3"(7.5CM) OVERLAP. STAPLE
THROUGH OVERLAPPED AREA, APPROXIMATELY
12"(30CM) APART ACROSS ENTIRE RECPS
WIDTH.
NOTE:
1. IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE
OR STAKE LENGTHS GREATER THAN 6"(15CM) MAY
BE NECESSARY TO PROPERLY SECURE THE
RECPS.
2. ALL SLOPES WITH SLOPE GREATER THAN 3:1
THAT CONSTRUCTION ACTIVITIES HAVE
PERMANENTLY OR TEMPORARILY CEASED SHALL
BE STABILIZED WITH NA GREEN SC 150 EROSION
CONTROL MATTING OR APPROVED EQUAL.
33 EROSION CONTROL MATTING
C605 N.T.S.
NORTH CAROLINA
BOARD OF EXAMINERS
FOR ENGINEERS AND
SURVEYORS LICENSE
NO. C-3035
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6" FLANGED
Di 6"0 SDR 11 HDPE PIPE
MOUND BACKFILL MATERIALS ----
AROUND FINISHED WELL
EXISTING GRADE
INS] IJT"Im(oZelV I
BENTONITE PLUG
a
SOIL BACKFILL
C 6"0 HDPE, SDR 11
N SOLID PIPE
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1" TO 2" DIAMETER WASHED STONI
6"0 HDPE, SDR 11 PERFORATED PIPE
1/2" DIAMETER HOLE SPACED 90' AROUND
THE CIRCUMFERENCE OF THE PIPE, AND 3" ON
CENTER ALONG THE PIPE. STAGGER ADJACENT
ROWS OF PERFORATION ALONG THE PIPE.
END CAP
EAD ASSEMBLY
_1 -0;
—2'- 0" MIN.
—2'- 0" MIN.
7'-0„
2'-0" MIN.
VARIES
1'-0" MIN.
1'-0"
VARIES
1'-0"
3'-0"
DIAMETER
36 LANDFILL GAS WELL
C606 NOT TO SCALE
4'-0"
EMERGENCY SPILLWAY TO
INCLUDE IMPERVIOUS LINER
TO EXISTING GRADE
EMBANKMENT
MIN. 5' WIDE
LINER TO EXTEND UP SIDES
OF WEIR MIN 12" - TYP. 1' MIN
BOTH SIDES FREEBOARD
6" MAX WATER DEPTH
ACROSS SPILLWAY
M
CARRY LINER DOWN TO
EXISTING GRADE (EDGE
OF DISTURBANCE) -_
SEE EROSION CONTROL
PLAN FOR DISCHARGE
PIPING SIZE & LENGTH
TURN EDGES OF J
FABRIC DOWN MIN. SKIMMER TO EXIT AT POND
12" INTO GROUND INVERT ELEVATION OR LOWER
- TAMP AND IF POSSIBLE
COMPACT
PROVIDE PROPER HORIZ. CLEARANCE
FROM SLOPE IN ORDER TO PROVIDE
FREE MOVEMENT OF SKIMMER
BAFFLES TO BE 6"
HIGHER THAN BASIN
DEPTH INDICATED 0
PLAN
D
KIP —1
BASIN BOTTOM
RIP RAP PAD UNDER
SKIMMER ASSEMBLY
DRY SEDIMENT BASIN SECTIONAL VIEW
CONSTRUCTION REQUIREMENTS
1. CLEAR, GRUB, AND STRIP THE AREA UNDER THE EMBANKMENT OF ALL VEGETATION AND ROOT MAT. REMOVE ALL SURFACE SOIL
CONTAINING HIGH AMOUNTS OF ORGANIC MATTER AND STOCKPILE OR DISPOSE OF IT PROPERLY. HAUL ALL OBJECTIONABLE MATERIAL TO
THE DESIGNATED DISPOSAL AREA. PLACE TEMPORARY SEDIMENT CONTROL MEASURES BELOW BASIN AS NEEDED.
2. ENSURE THAT FILL MATERIAL FOR THE EMBANKMENT IS FREE OF ROOTS, WOODY VEGETATION, ORGANIC MATTER, AND OTHER
OBJECTIONABLE MATERIAL. PLACE THE FILL IN LIFTS NOT TO EXCEED 9 INCHES, AND MACHINE COMPACT IT. OVER FILL THE EMBANKMENT
6 INCHES TO ALLOW FOR SETTLEMENT.
3. SHAPE THE BASIN TO THE SPECIFIED DIMENSIONS. PREVENT THE SKIMMING DEVICE FROM SETTLING INTO THE MUD BY EXCAVATING A
SHALLOW PIT UNDER THE SKIMMER OR PROVIDING A LOW SUPPORT UNDER THE SKIMMER OF STONE OR TIMBER.
4. PLACE THE BARREL (TYPICALLY 4-INCH SCHEDULE 40 PVC PIPE) ON A FIRM, SMOOTH FOUNDATION OF IMPERVIOUS SOIL. DO NOT USE
PERVIOUS MATERIAL SUCH AS SAND, GRAVEL OR CRUSHED STONE AS BACKFILL AROUND THE PIPE. PLACE THE FILL MATERIAL AROUND
THE PIPE SPILLWAY IN 4-INCH LAYERS AND COMPACT IT UNDER AND AROUND THE PIPE TO AT LEAST THE SAME DENSITY AS THE
ADJACENT EMBANKMENT. CARE MUST BE TAKEN NOT TO RAISE THE PIPE FROM THE FIRM CONTACT WITH ITS FOUNDATION WHEN
COMPACTING UNDER THE PIPE HAUNCHES.
5. ASSEMBLE THE SKIMMER FOLLOWING THE MANUFACTURERS INSTRUCTIONS, OR AS DESIGNED.
6. LAY THE ASSEMBLED SKIMMER ON THE BOTTOM OF THE BASIN WITH THE FLEXIBLE JOINT AT THE INLET OF THE BARREL PIPE. ATTACH
THE FLEXIBLE JOINT TO THE BARREL AND POSITION THE SKIMMER OVER THE EXCAVATED PIT OR SUPPORT. BE SURE TO ATTACH A ROPE
TO THE SKIMMER AND ANCHOR IT TO THE SIDE OF THE BASIN. THIS WILL BE USED TO PULL THE SKIMMER TO THE SIDE FOR
MAINTENANCE.
7. EARTHEN SPILLWAYS - INSTALL THE SPILLWAY IN UNDISTURBED SOIL TO THE GREATEST EXTENT POSSIBLE. THE ACHIEVEMENT OF PLANNED
ELEVATIONS, GRADE, DESIGN WIDTH, AND ENTRANCE AND EXIT CHANNEL SLOPES ARE CRITICAL TO THE SUCCESSFUL OPERATION OF THE
SPILLWAY. THE SPILLWAY SHOULD BE LINED WITH LAMINATED PLASTIC OR IMPERMEABLE GEOTEXTILE FABRIC. THE FABRIC MUST BE WIDE
AND LONG ENOUGH TO COVER THE BOTTOM AND SIDES AND EXTEND ONTO THE TOP OF THE DAM FOR ANCHORING IN A TRENCH. THE
EDGES MAY BE SECURED WITH 8-INCH STAPLES OR PINS. THE FABRIC MUST BE LONG ENOUGH TO EXTEND DOWN THE SLOPE AND EXIT
ONTO STABLE GROUND. THE WIDTH OF THE FABRIC MUST BE ONE PIECE, NOT JOINED OR SPLICED; OTHERWISE WATER CAN GET UNDER
THE FABRIC. IF THE LENGTH OF THE FABRIC IS INSUFFICIENT FOR THE ENTIRE LENGTH OF THE SPILLWAY, MULTIPLE SECTIONS, SPANNING
THE COMPLETE WIDTH, MAY BE USED. THE UPPER SECTION(S) SHOULD OVERLAP THE LOWER SECTION(S) SO THAT WATER CANNOT FLOW
UNDER THE FABRIC. SECURE THE UPPER EDGE AND SIDES OF THE FABRIC IN A TRENCH WITH STAPLES OR PINS.
8. INLETS - DISCHARGE WATER INTO THE BASIN IN A MANNER TO PREVENT EROSION. USE TEMPORARY SLOPE DRAINS OR DIVERSIONS WITH
OUTLET PROTECTION TO DIVERT SEDIMENT -LADEN WATER TO THE UPPER END OF THE POOL AREA TO IMPROVE BASIN TRAP EFFICIENCY.
9. EROSION CONTROL - CONSTRUCT THE STRUCTURE SO THAT THE DISTURBED AREA IS MINIMIZED. DIVERT SURFACE WATER AWAY FROM
BARE AREAS. COMPLETE THE EMBANKMENT BEFORE THE AREA IS CLEARED. STABILIZE THE EMERGENCY SPILLWAY EMBANKMENT AND ALL
OTHER DISTURBED AREAS ABOVE THE CREST OF THE PRINCIPAL SPILLWAY IMMEDIATELY AFTER CONSTRUCTION.
10. INSTALL POROUS BAFFLES.
11. AFTER ALL THE SEDIMENT -PRODUCING AREAS HAVE BEEN PERMANENTLY STABILIZED, REMOVE THE STRUCTURE AND ALL THE UNSTABLE
SEDIMENT. SMOOTH THE AREA TO BLEND WITH THE ADJOINING AREAS AND STABILIZE PROPERLY.
12. REFERENCE NCDEQ EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.
35 SKIMMER BASIN
C606 NOT TO SCALE
SKIMMER BASIN
SECTION VIEW
POROUS BAFFLES
(DO NOT USE SILT FENCE)
(SEE DETAIL 38/C305)
NOTE:
ALL EMERGENCY SPILLWAYS SHALL BE LINED IN
ACCORDANCE WITH NCDEQ STANDARDS.
FABRIC SHALL BE TERRATEX GS - INSTALL
PER MANUFACTURER'S RECOMMENDATIONS
SEDIMENT STORAGE
ZONE
INFLOW
STRUCTURE
"-- RIP -RAP STABILIZATION
DEWATERING ZONE
INSPECTION AND MAINTENANCE
1. INSPECT SKIMMER SEDIMENT BASINS AT LEAST WEEKLY AND AFTER EACH
SIGNIFICANT (ONE-HALF INCH OR GREATER) RAINFALL EVENT AND REPAIR
IMMEDIATELY. REMOVE SEDIMENT AND RESTORE THE BASIN TO ITS ORIGINAL
DIMENSIONS WHEN SEDIMENT ACCUMULATES TO ONE-HALF THE HEIGHT OF THE
FIRST BAFFLE. PULL THE SKIMMER TO ONE SIDE SO THAT THE SEDIMENT
UNDERNEATH IT CAN BE EXCAVATED. EXCAVATE THE SEDIMENT FROM THE
ENTIRE BASIN, NOT JUST AROUND THE SKIMMER OR THE FIRST CELL. MAKE
SURE VEGETATION GROWING IN THE BOTTOM OF THE BASIN DOES NOT HOLD
DOWN THE SKIMMER.
2. REPAIR THE BAFFLES IF THEY ARE DAMAGED. RE -ANCHOR THE BAFFLES IF
WATER IS FLOWING UNDERNEATH OR AROUND THEM.
3. IF THE SKIMMER IS CLOGGED WITH TRASH AND THERE IS WATER IN THE BASIN,
USUALLY JERKING ON THE ROPE WILL MAKE THE SKIMMER BOB UP AND DOWN
AND DISLODGE THE DEBRIS AND RESTORE FLOW. IF THIS DOES NOT WORK,
PULL THE SKIMMER OVER TO THE SIDE OF THE BASIN AND REMOVE THE
DEBRIS. ALSO CHECK THE ORIFICE INSIDE THE SKIMMER TO SEE IF IT IS
CLOGGED; IF SO REMOVE THE DEBRIS.
4. IF THE SKIMMER ARM OR BARREL PIPE IS CLOGGED, THE ORIFICE CAN BE
REMOVED AND THE OBSTRUCTION CLEARED WITH A PLUMBER'S SNAKE OR BY
FLUSHING WITH WATER. BE SURE AND REPLACE THE ORIFICE BEFORE
REPOSITIONING THE SKIMMER.
5. CHECK THE FABRIC LINED SPILLWAY FOR DAMAGE AND MAKE ANY REQUIRED
REPAIRS WITH FABRIC THAT SPANS THE FULL WIDTH OF THE SPILLWAY. CHECK
THE EMBANKMENT, SPILLWAYS, AND OUTLET FOR EROSION DAMAGE, AND
INSPECT THE EMBANKMENT FOR PIPING AND SETTLEMENT. MAKE ALL
NECESSARY REPAIRS IMMEDIATELY. REMOVE ALL TRASH AND OTHER DEBRIS
FROM THE SKIMMER AND POOL AREAS.
6. FREEZING WEATHER CAN RESULT IN ICE FORMING IN THE BASIN. SOME
SPECIAL PRECAUTIONS SHOULD BE TAKEN IN THE WINTER TO PREVENT THE
SKIMMER FROM PLUGGING WITH ICE.
NORTH CAROLINA
BOARD OF EXAMINERS
FOR ENGINEERS AND
SURVEYORS LICENSE
NO. C-3035
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1. SECOND LEACHATE COLLECTION SUMP AND RISER PIPE IS
OPTIONAL FOR CONSTRUCTION.
2. LEACHATE COLLECTION SUMP PLAN DENOTES SURFACE OF HDPE
GEOMEMBRANE LINER.
B 3. BEND PIPE OR PROVIDE FITTING AS REQUIRED TO ALIGN
CONNECTION PIPE WITH SUMP PUMP AND SIDESLOPE RISER.
ALSO BEND OR PROVIDE FITTING AS REQUIRED TO ALIGN
LEACHATE COLLECTION PIPE WITH SIDESLOPE CLEANOUT RISER.
/0
COARSE AGGREGATE
AASHTO NO. 57 OR NO. 67 STONE
AGGREGATE TO BE EXPOSED PRIOR
TO WASTE PLACEMENT
35 LEACHATE COLLECTION PIPE
C700 N.T.S.
"Ad&
LEACHATE COLLECTION SUMP AND RISER PLAN
N.T.S.
A�
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SECTION A -A
PERFORATION PATTERN
36 PERFORATED LEACHATE COLLECTION PIPE
C700 N.T.S.
4"x4" POST PAINTED BLUE
LABELED LEACHATE PIPE CLEANOUT
IN 2" BLACK LETTERS (TOP 3" OF
NOTES:
1. LEACHATE COLLECTION PIPES SHALL BE CLEANED UPON INCIDENCE OF
DECREASED (50%) FLOW FROM A PARTICULAR COLLECTION PIPE. FLOW WILL BE
DOCUMENTED AND COMPARED FOR 60 DAYS TO FLOWS FROM SIMILAR CELLS
WITH SIMILAR WASTE VOLUMES. DIURNAL FLOWS FROM INDIVIDUAL COLLECTION
PIPES MUST BE CONSIDERED. SHOULD THE COMPARISON INDICATE BLOCKAGE IN
A PARTICULAR PIPE, IT SHALL BE CLEANED.
2. LEACHATE COLLECTION PIPES SHALL BE HYDRAULICALLY CLEANED USING HIGH
PRESSURE WASHERS AS NEEDED.
3. LEACHATE CLEANOUT WILL BE VISUALLY INSPECTED ANNUALLY
3s LEACHATE CLEANOUT
C700 N.T.S.
a
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COARSE AGGREGATE AASHTO NO. 57 OR
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42 TYPICAL HDPE LEACHATE
C701 SUMP PUMP HOUSING
(TYP.)
LEACHATE PUMP AND
DISCHARGE HOSE ON
TROLLEY
0%
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2' - 0"
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TRIPLE LAYER OF HDPE FOR RUB
SHEET UNDER FLAT STOCK
WASTE
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1" THICK HDPE FLAT STOCK
36 PERFORATED LEA(
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8 OZ/SY NON -WOVEN
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C70 N.T.S.
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PULL-OUT CABLE EACH PUMP. ATTACH 18"0 SOLID HDPE SDR-11
PUMP POWER CABLE AT 5' INTERVALS SIDESLOPE RISER (TYP.)
TO DISCHARGE HOSE USING NYLON
CABLE TIES (TYP.)
1 —74 8"0 SOLID HDPE SDR-11
J w SIDESLOPE CLEANOUT RISER
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1 V 2
41 LEACHATE COLLECTION RISER SECTION
C70 N.T.S.
42
;70
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8 OZ/SY NON —WOVEN GEOTEXTILE FILTER
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WASTE
COLLECTION PIPE
24" ADDED PROTECTIVE
COVER OVER SUMP AREA
36
18" SOLID HDPE SDR-11
SIDESLOPE RISER PIPE
2" HOSE WITH 1 /8" STAINLESS STEEL
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CABLE AT 5' INTERVALS TO DISCHARGE
HOSE USING NYLON CABLE TIES.
8"0 BEND
1.
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C70 N.T.S.
NOTE:
1. LEACHATE COLLECTION SUMP PUMP SHALL BE INSTALLED IN ONE RISER PIPE.
THE SECOND LEACHATE SUMP PUMP MAY BE INSTALLED IN SECOND SIDESLOPE
PIPE BASED ON RISER PERFORMANCE, CURRENT LEACHATE PERFORMANCE, AND
LANDFILL OPERATIONS.
I A \ 1 O 'P furl— 1 I nUrC rlrr-
SECTION A —A
PERFORATION PATTERN
42 TYPICAL HDPE LEACHATE SUMP PUMP HOUSING
C70 N.T.S.
43 CLOSURE SYSTEM RISER PIPE PENETRATION
C70 N.T.S.
8"0 SOLID HDPE SDR-11
SIDESLOPE RISER CLEANOUT
(PROJECTED)
BEFORE YOU DI01
CALL 1-800-632-4949
N.C. ONE -CALL CENTER
IT'S THE LAW1
(APPROX.)
NORTH CAROLINA
BOARD OF EXAMINERS
FOR ENGINEERS AND
SURVEYORS LICENSE
NO. C-3035
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PROVIDE HDPE FLANGED FITTING
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8"0 SOLID HDPE SDR 11� U
LEACHATE COLLECTION �
PIPE CLEANOUT RISER
4"0 HDPE VENT PIPE
2"0 HOSE (OR FLEXIBLE PIPE)
WITH 1 /8" STAINLESS STEEL
PULLOUT CABLE. ATTACH PUMP
POWER CABLES AND CONTROL
CABLES AT 5' INTERVALS TO
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CABLE TIES.
4"x4"x"
PLATE
H2
H1
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(�•� FUTURE CELL CONNECTION)
I I
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70
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FORCEMAIN (CONNECT TO
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2"x Y4" STEEL STRAP
3/4" THREADED ROD W/HEX NUTS
9"(MIN.)
Dx1.5
N
D (MIN.
THICKESS)
STANDARD CONCRETE BLOCKING
FOR HORIZONTAL BENDS (TYP.)
VERTICAL BENDS
-UNDISTURBED EARTH
CONCRETE BLOCKING
H2
MIN. BEARING
AGAINST PIPE
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HORIZONTAL BENDS
PADDL
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NO'
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S/
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FLAT STOCK
"0x3" LONG SS EYE
JITH SS NUT AND SS
R (TYP.)
3/8"0 SS THREADED
COUPLING
STAINLESS STEEL BOLTS,
RS AND NUTS (TYP.)
45 RISER BOLD HEAD AND FITTINGS
C70 N.T.S.
V
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CONCRETE all, NOTE: DIMENSIONS
SAME BLOCKING BLOCKING I ARE CONTROLLED BY
A\` DIAMETER OF BRANCH
S OPPOSITE SIDE
EDGE OF TRENCH\j MAIN
C' = BRANCH = C'
PLUG
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I\
1 6"
H2
H1
TEES, CROSSES, & PLUGS
D (MIN. THICKNESS)
UNDISTURBED EARTH
V (MIN. BEARING
AGAINST TRENCH WALL)
I
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8" (MIN.)
CONCRETE
BLOCKING
NOTE:
CONCRETE THRUST BLOCKS MUST
BE CURED A MINIMUM OF 96 HOURS
BEFORE PRESSURIZING THE PIPING.
SECTION G—G
TABLE OF DIMENSIONS FOR CONCRETE BLOCKING
TYPE
TEES, CROSSES & PLUGS
90' BENDS
45' BENDS
22 1/2' BENDS
11 1/4' BENDS
TYPE
PIPE
SIZE
H1
H2
V
D
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H2
V
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H2
V
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H2
V
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H1
H2
V
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PIPE
SIZE
4"
28"
16"
16"
16"
3.3
24"
14"
12"
12"
1.6
16"
12"
10"
12"
1.0
12"
10"
9"
12"
0.7
10"
10"
8"
12"
0.6
4"
4g CONCRETE THRUST BLOCOING FOR FORCEMAINS
C70 N.T.S.
45 RISER BULKHEAD AND FITTINGS
C70
CONCRETE H
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• • • •
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2" 0 SCH 80 PVC PIPE
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FLOW _
48 "0 HDPE SDR 21 LEACHATE
C70 ORCEMAIN (CONNECT TO
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47 VALVE BOX AND COLLAR
C70 N.T.S.
4"0 PVC GATE VALVE
3'
3'0 SDR17 HDPE BARREL SUMP
4"0 ELBOW
z 4"0 SDR17 HDPE PIPE
� 4"0 ELBOW
1'
PROTECTIVE COVER SOILJ
WASTE
2 BASE LINER SYSTEM
C600 C600
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UTI LITY
PANEL
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4s LEACHATE RISER SECTION
C70 N.T.S.
FINISHED GRADE
ALL PIPING SHALL
SLOPE TOWARD THE
REDUCING TEE
PLACE ADDITIONAL COVER
SOIL BENEATH THE
CLEANOUT CONNECTION
HDPE LEACHATE CLEANOUT PIPE
3' (MIN.)
0
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PIPE BEDDING MATERIAL _
NO. 57 OR NO. 67 STONE
8" (MIN.)
EXISTING GROUND
SURFACE
/
/
12" (MIN.)
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SOIL BACKFILL
METALLIC PIPE
LOCATOR TAPE
ELECTRICAL CONDUIT
(AS NECESSARY)
4"0x6"0 DUAL CONTAINM
SDR 21 SOLID WALL
HDPE FORCEMAIN
FILL TO SPRING LINE
3"-6" (MAX.)
LEACHATE FORCEMAIN AND
48 ELECTRIC CONDUIT TRENCH
C70 N.T.S.
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DETERMINE ANGLE IN THE FIELD
8" 0x8" 0x4" 0 SDR17
HDPE REDUCING TEE
ANCHOR TRENCH
5o BARREL SUMP AND CLEANOUT CONNECTION
C70 N.T.S.
PERIMETER ACCESS ROAD
PERIMETER CHANNEL
NORTH CAROLINA
BOARD OF EXAMINERS
FOR ENGINEERS AND
SURVEYORS LICENSE
NO. C-3035
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READINGS ON MAY 31, 2017. TOP -OF -BEDROCK ELEVATIONS
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1. EXISTING TOPOGRAPHY WITHIN WASTE CONNECTIONS PROPERTY WAS
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DATE OF AERIAL PHOTOGRAPHY JANUARY 15, 2018. 290 \ Z5 2 _\
2. LIDAR TOPOGRAPHY OUTSIDE WASTE CONNECTIONS PROPERTY WAS
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4 DIFFERENCE IN WATER TABLE ELEVATIONS BETWEEN THE SEASONAL HIGH IN
APRIL 2016 DATA AND THE APRIL 2017 DATA WAS 1.3 FEET.
CONSERVATIVELY, TWO FEET WERE ADDED TO THE PHASE 5 WATER �� ( I I // / PZ5- c�
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REFERENCE
1. EXISTING TOPOGRAPHY WITHIN WASTE CONNECTIONS PROPERTY WAS
PROVIDED AT 2-FT CONTOUR INTERVALS BY GPI (JOB NO. 18-006);
DATE OF AERIAL PHOTOGRAPHY JANUARY 15, 2018.
2. LIDAR TOPOGRAPHY OUTSIDE WASTE CONNECTIONS PROPERTY WAS
ACQUIRED FROM NC DOT GIS.
3. FEMA FLOODPLAIN INFORMATION FROM NCFLOODMAPS. MAP NUMBERS:
3710644500J, 3710644600J, 3710645500J, 3710645600J.
4. TOP -OF -BEDROCK CONTOURS ARE INTERPOLATED BASED ON THE DATA
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APPENDIX C
DESIGN HYDROGEOLOGIC REPORT

DESIGN HYDROGEOLOGIC INVESTIGATION REPORT FOR THE
PHASE 5 LANDFILL EXPANSION AREA
ANSON WASTE MANAGEMENT FACILITY
375 DOZER DRIVE
POLKTON, NORTH CAROLINA 28135
ANSON COUNTY
FACILITY PERMIT NO.0403
Prepared For:
CHAMBERS DEVELOPMENT OF NORTH CAROLINA, INC.
A WHOLLY OWNED SUBSIDIARY OF WASTE CONNECTIONS, INC.
265 BROOKVIEW CENTER WAY, SUITE 205
KNOXVILLE, TENNESSEE 37919
Prepared By:
CIVIL & ENVIRONMENTAL CONSULTANTS, INC.
1900 CENTER PARK DRIVE, SUITE A
CHARLOTTE, NORTH CAROLINA 28217
CA,aa+N+N�er+H.►,.
ti
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rf� ; 10310 5-
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t e H. C� ` •�,a
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Edward H. Stephens, L.G.
Project Manager
CEC Project 165-276
March 13, 2018
OF
0/1116 "t �_
Scott L. Brown, P.E.
Vice President
Civil & Environmental Consultants, Inc.
Charlotte 1900 Center Park Drive, Suite A I Charlotte, NC 28217 1 p: 980.237.0373 f: 980.237.0372 1 www.cecinc.com

TABLE OF CONTENTS
1.0 INTRODUCTION.............................................................................................................. I
1.1
BACKGROUND AND PURPOSE........................................................................ 1
1.2
SITE LOCATION................................................................................................... 2
1.3
PHYSICAL SETTING........................................................................................... 2
1.4
REGIONAL GEOLOGY........................................................................................ 2
1.5
LOCAL GEOLOGY............................................................................................... 3
1.6
LOCAL HYDROGEOLOGY................................................................................. 5
2.0 SCOPE OF DESIGN HYDROGEOLOGIC INVESTIGATION
ACTIVITIES......................................................................................................................7
2.1 PURPOSE AND INTENT OF SITE INVESTIGATION ...................................... 7
2.2 RELIANCE ON PREVIOUS DATA..................................................................... 7
2.3 CURRENT SITE CONDITIONS........................................................................... 8
2.4 SITE DATA COLLECTION METHODS.............................................................. 9
3.0 GEOLOGIC DATA EVALUATION.............................................................................14
3.1 WEATHERED RESIDUUM AND ROCK DESCRIPTION AND
ANALYSIS........................................................................................................... 14
4.0 HYDROGEOLOGIC DATA EVALUATION..............................................................20
4.1 SITE HYDROGEOLOGIC CHARACTERIZATION ......................................... 20
5.0 ESTIMATION OF SEASONAL HIGH WATER TABLE..........................................28
5.1 SHORT-TERM WATER LEVELS...................................................................... 28
5.2 LONG-TERM WATER LEVELS........................................................................ 28
5.3 ESTIMATION OF THE SEASONAL HIGH WATER TABLE ......................... 29
6.0 CONCLUSIONS..............................................................................................................30
7.0 RECOMMENDATIONS.................................................................................................34
8.0 REFERENCES.................................................................................................................35
TABLES
Table 1 — Piezometer/Well Construction and Water Level Data
Table 2 — Depth -to Bedrock and Rock Quality Data
Table 3 — Historical Water Level Data from Landfill Monitoring Wells
Embedded Tables
Table 4-1 — Vertical Hydraulic Gradient Data
Table 4-2 — Statistical Horizontal Hydraulic Conductivity Data
Civil & Environmental Consultants. Inc. -i- Design Hydrogeologic Investigation Report
March 2018

Table of Contents (continued)
Page ii
FIGURES
Figure 1 — Site Location Map
Figure 2 — USGS Topographic Map
Figure 3 — Detailed Site Map
Figure 4 — Topographic Lineament Map
Figure 5 — Generalized Top -of -Bedrock Contour Map
Figure 6 — Interpretative Map of Study Area Magnetic Anomalies
Figure 7a — Groundwater Potentiometric Map — May 31, 2017
Figure 7b — Groundwater Potentiometric Map — December 14, 2017
Figure 7c — Projected Maximum Seasonal High Water Table
Figure 8a — Hydrogeologic Cross -Section
Figure 8b — Hydrogeologic Cross-section
Figure 9 — Phase 5 Areas Susceptible to Forming Seeps by Lowering Existing Topography
Figure 10 — Potentiometric Map Superimposed on Magnetic Survey Data
APPENDICES
Appendix A — Phase 5 Boring Logs
Appendix B — Temporary Piezometer Construction Records
Appendix C — Permanent Monitoring Well Construction Records
Civil & Environmental Consultants, Inc. -ii- Design Hydrogeologic Investigation Report
March 2018

1.0 INTRODUCTION
1.1 BACKGROUND AND PURPOSE
The Anson Waste Management Facility is situated in the south-central portion of Anson County,
North Carolina. A site location and USGS area topographic maps are presented in the attached
Figures 1 and 2, respectively. The landfill facility is classified as a municipal solid waste (MSW)
landfill and operates under Permit Number 0403. Development of the landfill facility is
progressing incrementally in five phases with each phase being comprised of smaller cells. The
general intent is to construct a phase incrementally within the landfill when needed. Permits to
Construct for Phase 1 and Phase 2 expansions were issued by the North Carolina Division of
Environmental Quality (NCDEQ) Solid Waste Section (SWS) in 2000 and 2008, respectively. The
footprint of Phase 1 is approximately 40.38 acres, and Phase 2 consists of 32.78 acres. Both of
these existing phases are currently operational. A Permit to Construct Application for Phases 3
and 4 was completed by Civil & Environmental Consultants, Inc. (CEC) in November 2016, and
has been subsequently submitted to the NCDEQ-SWS for review and approval. Phases 3 and 4
will include a total of 60 acres, bringing the total landfill area to 133 acres. The facility owner has
recently initiated the preliminary site suitability studies for the subject Phase 5 expansion landfill
area that is the subject of this report.
The landfill facility owner, Chambers Development of North Carolina, Inc., engaged CEC to
conduct a Design Hydrogeologic Investigation of the subject Phase 5 expansion area that lies
adjacent and to the northwest of Phases 3 and 4. CEC performed the hydrogeologic investigation
in two stages in general accordance with the approved Work Plan for Design Hydrogeologic
Investigation (Revision 1) — Proposed Phase 5 Landfill Expansion Area Anson Waste Management
Facility dated February 7, 2017, and the proposed additional field studies to fill data gaps verbally
discussed with Mr. Perry Sugg, NCDEQ Solid Waste Permitting Section Hydrogeologist, in a
meeting on August 30, 2017.
The preliminary Phase 5 expansion footprint contains approximately 83 acres. A detailed site map
is attached as Figure 3 that depicts the preliminary Phase 5 boundaries and the approximate
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locations of piezometers and permanent monitoring wells that were installed during the subject
Phase 5 Design Hydrogeologic Investigation. Detection groundwater monitoring wells that were
previously proposed for the Phase 3 & 4 expansions were installed during the subject investigation
within the subject Phase 5 expansion area at the approximate locations shown on Figure 3. CEC
performed the associated field activities in an initial stage from April -June 2017 and a second stage
from November -December 2017.
1.2 SITE LOCATION
The facility is located in south-central Anson County between Polkton and Wadesboro. The site
is situated off Highway 74 at Dozer Road approximately 5,400 feet east of the city limits of
Polkton, NC. The general geographic coordinates of the land parcel are 350 00' 05.00" N and 80'
10' 07.60" W. A site location map is provided as Figure 1.
1.3 PHYSICAL SETTING
The site is bounded on the northwest by Brown Creek, on the east by Pinch Gut Creek, and on the
south by the CSX railroad. The immediate surrounding area is rural and primarily wooded. There
is limited residential development south of the landfill facility. Site topographic features are shown
on the USGS Polkton, NC 7.5-Minute Topographic Quadrangle Map that is presented in Figure 2.
The site consists of a series of rolling hills that reach elevations of±300 feet above mean sea level
and low-lying areas adjacent to Brown and Pinch Gut Creeks at an elevation low of approximately
240 feet above sea level. Generally, surface drainage from the landfill facility is to the northwest
toward Brown Creek and northeast toward an unnamed tributary of Pinch Gut Creek.
1.4 REGIONAL GEOLOGY
The subject site is underlain by rocks of the Carolina Slate Belt (CSB), a region in the eastern
North Carolina Piedmont that about 540-600 million years ago was a chain of volcanic islands on
the other side of a wide ocean. The volcanoes occurred along an active plate boundary referred to
as a subduction zone. The volcanic island arc is believed to have formed close to the western
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margin of South America and moved to collide with eastern North America at a later time.
Regional metamorphism occurred during the collision.
The CSB contains two rock suites —
Uwharrie or Albemarle suite confined to
lithologies occurring in the Uwharrie
Mountains and Virgilina suite
comprising the rest of the CSB outside
the Uwharrie Mountains. The Virgilina
suite is believed to have developed as a
= Triassic Basins
Figure 1.4 — Regional geologic map of NC showing
location of Carolina Slate Belt from Rogers 1999,
North Carolina Geological Survey 1998.
primitive island arc on oceanic lithosphere. Development primarily in an ocean basin caused the
generation of silicic volcanic rocks high in sodium and low in potassium referred to as "felsic"
rocks. Most of the volcanic rocks are believed to have originated by consolidation of fragments
erupted from volcanoes. Fine-grained volcanic ash accumulations called "tuff' were deposited by
air -borne ash clouds. Ash deposits may have also been water -borne. The volcanic rocks later
underwent low-grade metamorphism during accretion with the North American plate.
Diabase dikes were intruded into the country -rock about 200 million years ago as supercontinent
Pangaea split apart and the Atlantic Ocean began to form. Tectonic rifting formed cracks down to
magma in the earth's lower crust allowing the upward intrusion of diabase. Diabase is a type of
basalt that is fine- to medium -grained, dark in color, and rich in calcium, iron, and magnesium.
The exposed dikes produce a strong magnetic signature that is useful for non -intrusive mapping
employing geophysical (e.g. magnetic) methods.
1.5 LOCAL GEOLOGY
Based on the geologic data collected during the study, the Phase 5 expansion area appears to be
solely underlain by CSB lithologies. The predominant rock type is a well -bedded, fine-grained
felsic meta -volcanic rock or meta -tuff. Bedding thickness as observed in fresher rock cores varies
from a fraction of an inch to several inches. The bedding angle observed in cores typically ranged
from subhorizontal to 400. Exposed outcrop exhibits a "slaty" bedding plane cleavage. Weathered
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unconsolidated saprolite material and
'.i
more competent rock were observed to
be quite uniform in composition and "
texture across the entire Phase 5 area.Ile
Surficial unconsolidated materials from
the ground surface to a depth of
typically five to eight feet below ground _
surface (bgs) are red -brown slightly
-
clayey silt to slightly clayey sandy silt.
Deeper saprolite up to approximately 30 '
feet bgs consist of tan and gray slightly sandy silt. Dense partially weathered rock (PWR)
consisting of slightly sandy silt and rock fragments was encountered at various depths from 3.5
feet bgs to 28.5 feet bgs. The observed maximum PWR thickness was 45 feet. In several borings,
a PWR zone was not present.
Surficial rocks have differentially
weathered to form an upper "saprolite"
zone consisting of unconsolidated
slightly clayey silts and sandy silts
transitioning at depth to partially
weathered rock (PWR) that contains rock
fragments, often contains boulders, and is
denser and less weathered than the
overlying saprolite materials.
Underlying rocks are typically fine-
grained and exhibit variable fracture density that diminishes with increasing depth. A detailed site
geologic characterization is provided in Section 3.1.
Rock cores obtained with an NQ2 core barrel were classified as tan -to -gray, well -bedded, fine-
grained felsic meta -tuff. The cores generally contained sub -horizontal and high -angle fractures,
with a less frequently occurring approximately 45-degree fracture set. Most observed small -
aperture fractures were "healed" by subsequent mineral precipitation. Wider fractures were largely
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open and their surfaces were coated with iron
and/or manganese oxides. As seen in the inset
photograph, fracture frequency was high
immediately below the depth of auger refusal,
but typically diminished significantly with
increasing depth.
Figure 1.5c — NQ2 rock core run showing
high -density fractures in upper 10 feet.
A weathered high -angle diabase dike was observed in a recent cut face in a soil borrow area within
the Phase 5 expansion near MW-15 (see inset photograph and mapped location on Figure 6). The
exposed dike had a measured strike of approximately N05°E and dip of approximately 60° E. The
width of the dike was approximately six feet. The exposed portion of the dike is weathered to an
unconsolidated red -brown clay soil with large angular black boulders. The unweathered boulders
possessed a medium -grained crystalline
texture.
The strong magnetic signature produced by
the mafic mineralogy of the diabase rock
allowed for non -intrusive mapping
employing geophysical (magnetic) methods.
The magnetic survey data and results are
summarized in Section 3.1.
1.6 LOCAL HYDROGEOLOGY
Three basic hydrogeologic units have been characterized at the site by others. The uppermost
hydrogeologic unit consists of two density -based zones that are unconfined or under "water table"
conditions within the saprolite zone. The uppermost density unit consists of unconsolidated clayey
silt that grades downward to a more dense, variably cemented slightly sandy silt and silt. The
middle hydrogeologic unit consists of dense slightly sandy silt and rock fragments. As viewed in
recent on -site exposures, PWR contained boulder -sized rocks juxtaposed in a matrix of more
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weathered, variably cemented residuum. The middle unit may be unconfined or locally partially
confined. A third lower hydrogeologic unit is underlying fractured bedrock within which
groundwater occurs in fractures under unconfined to partially confined conditions. The density of
bedrock fracturing and fracture apertures tend to decrease with increasing depth such that
groundwater flow is significantly restricted within a depth of 100 to 200 feet.
Groundwater recharge largely occurs over broad uplands and gentle slopes. Little recharge occurs
in areas of steeper topography. Typically, groundwater occurrence is unconfined and localized
within a relatively porous PWR zone (middle hydrogeologic unit), which transitions with depth to
bedrock, or it is unconfined or semi -confined in bedrock fractures (lower hydrogeologic unit).
Groundwater discharge occurs along area streams (i.e., Brown Creek and Pinch Gut Creek), which
converge at the northern corner of the site. A detailed site hydrogeologic characterization is
presented in Section 4.1.
Flaw ss. u-,w, w, xww�, ea..� Na pe r+e
typ� !a Rsrirpe A�'ri In !nr iwrl�[t NelwRi !a
eA�wKtwl lhn.Vh F,r��.rcs
Figure 1.6 — Model of Piedmont
hydrogeologic system from Ground
Water Atlas of the US, USGS, HA 730G.
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2.0 SCOPE OF DESIGN HYDROGEOLOGIC INVESTIGATION ACTIVITIES
2.1 PURPOSE AND INTENT OF SITE INVESTIGATION
The purpose of the Design Hydrogeologic Investigation is to provide a suitable site -specific
hydrogeologic characterization of the Phase 5 expansion area at the Anson Waste Management
Landfill facility. A secondary aim of the field data collection activities is to provide geotechnical
data for use in geotechnical engineering analyses (i.e. stability, settlement, etc.) of the Phase 5
landfill design, which will be provided in a separate report. Generally, the intent of the work
performed during the Design Hydrogeologic Investigation was to:
• Satisfy the requirements of NC Solid Waste Rules 15 NCAC 13B .1623 (a) Site
Hydrogeologic Report and .1623 (b) Design Hydrogeologic Report.
• Investigate the proposed landfill area in order to adequately characterize the hydrogeology
within and adjacent to the area proposed for waste disposal. The findings of the site
hydrogeologic investigation shall be used to:
1. Prepare a Design Hydrogeologic Investigation Report, which when combined with the
Landfill Siting Study will demonstrate that the Phase 5 expansion site is suitable for
the development of a MSW Landfill.
2. Develop a Ground Water Monitoring Plan, which will be included in the Permit
Application.
• Investigate the landfill area in order to adequately characterize the subsurface conditions
and obtain/test samples for use in geotechnical engineering analyses (i.e. stability,
settlement, etc.) of the landfill design. The results of the geotechnical engineering analysis
will be included in the Permit Application.
2.2 RELIANCE ON PREVIOUS DATA
On behalf of the facility owner, CEC recently submitted to the NCDEQ-SWS a Permit to Construct
Application for Phases 3 and 4 within which Appendix E includes a Design Hydrogeologic
Investigation Report prepared by SCS Engineers, PC dated October 5, 2015. This appended report
provides a discussion of hydrogeologic data collected at the site since GZA Environmental, Inc.
performed initial site suitability work in 1992.
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TRC Environmental prepared a Phase 1 Design Hydrogeologic Report dated December 1998. The
Phase 1 document included the Water Quality Monitoring Plan and deep coring data. The earlier
site studies focused on diabase dikes and included borings advanced to depths up to 200 feet.
ESP Associates and Davis Garrett & Associates completed the Phase 2 design study between 2003
and 2007. The Phase 2 investigation included 41 soil borings within which 34 piezometers were
constructed, including seven nested pairs. In addition, the Phase 2 study included 35 slug tests to
determine hydraulic conductivities of the defined hydrogeologic units.
SCS Engineers, PC prepared the Design Hydrogeologic Investigation Report included in the recent
Permit to Construct Application for Phase 3 and 4. The combined Phase 3 & 4 hydrogeologic
study included 34 new borings that were advanced to auger refusal to characterize the top -of -
bedrock surface. All but four borings encountered the water table such that 30 piezometers were
constructed. Rock was cored at three site locations. Previous available information included rock
core data from eight earlier borings. Like the Phase 5 expansion area, Phase 3 & 4 areas are
predominantly underlain by CSB felsic meta -volcanic rocks.
2.3 CURRENT SITE CONDITIONS
Portions of the study area have been used for soil borrow, which altered the original topography.
The most current updated topographic map is shown in Figure 3. Also, unimproved drilling access
roads were cleared across the Phase 5 expansion area prior to conducting the subject field data
collection activities.
The study area is bounded to the west and northwest by Brown Creek. Surface drainage across
the area is directed toward Brown Creek by a dendritic network of numerous drainage swales
and/or channels, most of which are ephemeral. At least one incised drainage channel shown on
Figure 4 is a "blue line" stream. The drainage features align with regional jointing and seem to
reflect fracture patterns that extend beneath the Phase 5 footprint; thus, making the drainage
features logical places to monitor groundwater quality.
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In -place rock outcrops have been unearthed in the soil borrow area near MW-15 (see photographs
in Section 1.5). In addition, rock outcrops were exposed in the Phase 3 and 4 expansion areas by
previous soil borrow excavations. Strike and dip measures were taken on fracture surfaces in two
outcrop areas of meta -volcanic rock, and the structural orientation was also established of a diabase
dike exposed in a recent cut face (see photograph in Section 1.5). These structural data are
discussed in Section 3.1.
2.4 SITE DATA COLLECTION METHODS
The work plan for the recent site hydrogeologic evaluation incorporates existing data obtained by
others in Phases 3 and 4, and provides for the collection and evaluation of geologic/hydrogeologic
data from new borings, piezometers, and permanent monitoring wells installed within the Phase 5
footprint. Based on this approach, CEC initially designed for 33 new borings/piezometers/wells
to provide data collection points for the hydrogeologic characterization of the Phase 5 area. These
initial borings/piezometers/wells were constructed in April -May 2017. Following an evaluation
of the acquired data from the initial phase of field activities conducted from April -June 2017, CEC
provided a second round of field oversight for the installation of eight additional
borings/piezometers to obtain further data to fill data gaps. The second phase of field activities
occurred from November -December 2017. The approximate locations of Phase 5
piezometers/wells are shown on Figure 3. A tabulated soil boring completion summary is
presented in the attached Table 1.
Soil Borings
The advancement of soil borings and installation of
temporary piezometers and permanent monitoring
wells were performed by North Carolina -certified
well drillers, Red Dog Drilling LLC and their
subcontractor Summit Engineering. Red Dog Drilling
employed a CME-45 drill rig mounted on rubber
tracks and Summit Engineering utilized a CME-55
drill rig mounted on an ATV buggy (see inset
Figure 2.4 — CME-55 drill rig
mounted on rubber -tired ATV.
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photograph). Soil borings were advanced using 2.25-inch I.D. hollow -stem augers to a depth of
auger refusal. Sampling of unconsolidated subsurface materials was conducted using an auto
hammer per Standard Penetration Testing (SPT) methods as specified in ASTM D 1586 with split -
spoon sampling every five feet, in which the first ten feet of each borehole were sampled at 0-1.5
feet, 3.5-5.0 feet, and 8.5-10.0 feet. At two proposed boring locations (PZ5-12D and PZ5-11D)
where the terrain was found to be too steep for drilling access, the locations were offset about 100
feet upslope for safe drilling and suitable piezometer installation.
Undisturbed soil, saprolite, and partially weathered rock samples recovered in the split -spoon
sampler were visually classified and logged by a North Carolina -licensed geologist. For each
recovered sample, a sample I.D., sample collection depth, sample description, and SPT blow
counts were recorded on a field boring log. Soils were classified in accordance with ASTM
D2487-11 (Unified Soil Classification System). Where encountered in a boring, depth -to -
groundwater, cave-in depth, auger or roller cone refusal, and other drilling conditions were noted
on the field boring log. The Phase 5 boring logs recorded by CEC are provided in Appendix A.
CEC engaged Summit Engineering to provide geotechnical testing of representative
unconsolidated subsurface material samples. Summit placed a representative portion of each SPT
sample in a glass jar upon its recovery for subsequent laboratory classification and testing by
Summit. Summit collected bulk subsurface unconsolidated soil samples in bags from 12 new
borings for subsequent geotechnical testing. Each bulk sample was taken as a composite of soil
recovered from the ground surface to 15 feet below grade in each boring. In addition, Summit
advanced Shelby tubes as specified in ASTM D1587 at four selected boring locations (PZ5-3S,
PZ5-6S, PZ5-17S, and PZ5-21S.
Rock Coring
Summit performed NQ2-size rock coring in 14 borings spread across the Phase 5 footprint. The
drilling strategy was to advance hollow -stem augers to auger refusal, then set a temporary 0.75-
inch-diameter hand -slotted piezometer to the depth of auger refusal to allow time for groundwater
recharge. Where a temporary piezometer was later observed to be dry at auger refusal, rock coring
was performed to advance the borehole within bedrock to encounter groundwater. Rock cores
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were also obtained when four deeper piezometer pairs were installed to provide nested piezometer
clusters.
Rock coring was performed using an NQ2 wireline apparatus generally for a total core run of five
feet. The CEC field geologist performed a visual description, and estimated percent core recovery
and a rock quality designation (RQD) value for each core run in accordance with ASTM D6032-
08. Recovered rock cores were organized in sequence and placed in wooden core boxes for later
reference, if needed (see photographs in Section 1.5). Rock quality data are summarized in Section
3.1.
Structural Measurements on Exposed Outcropping Rocks
A CEC geologist employing a Brunton compass made several strike and dip measurements of
fracture surfaces within the outcropping rock exposed in the soil borrow areas adjacent to and
within the Phase 5 footprint. These structural data are discussed in Section 3.1.
Lineament Analysis and Rose Diagram
As presented in Figure 4, CEC mapped the topographic lineaments identified on a local portion of
the USGS Polkton, NC 7.5-Minute Topographic Quadrangle Map to provide a lineament analysis
to evaluate regional geologic structure trends in the study area. Based on frequency count, CEC
generated a rose diagram that shows the predominant lineament orientations.
Magnetometer Survey for Diabase Dikes
The strong magnetic signature produced by the mafic mineralogy characteristic of the local diabase
rock allowed for non -intrusive mapping employing magnetic methods. CEC engaged GEL
Engineering of NC, Inc. (GEL) to conduct a magnetometer survey within the Phase 5 footprint.
GEL technicians performed a total field magnetic survey utilizing a Geometries G-858 Cesium
Vapor magnetometer. Specific survey transects were made along available access roads across
the Phase 5 area as shown on Figure 8. The magnetic survey data and interpretation are
summarized in Section 3.1.
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Piezometers
As previously described, piezometer borings were initially advanced using 2.25-inch I.D. hollow -
stem augers to a depth of auger refusal. Then a temporary 0.75-inch-diameter hand -slotted
piezometer was set to the depth of auger refusal to allow time for groundwater recharge. Where a
temporary piezometer was later observed to be dry at auger refusal, rock coring was performed to
advance the borehole within bedrock to encounter groundwater. When groundwater was
confirmed in a shallow or bedrock temporary piezometer, the borehole was then thoroughly
flushed with clean well water; the temporary 0.75-inch piezometer pipe removed; and a two -inch -
diameter Schedule 40 casing and 0.01-inch machine -slotted well screen was installed in the flushed
borehole. A sand filter was emplaced in the boring annulus to a height of approximate two feet
above the piezometer screen. Bentonite pellets were added to the boring annulus from the top of
the sand filter to the ground surface. Each piezometer casing extended to approximately 2.5 feet
above the ground surface, and the opening was secured with an expansion well plug or PVC cap.
Temporary piezometers were constructed in general accordance with the applicable N.C. Well
Construction Standards. New piezometer construction records are provided in Appendix B.
A total of 26 discrete data stations comprised of either a single piezometer or two-piezometer well
nest were installed during the hydrogeologic investigation for the Phase 5 expansion area. As
summarized in Table 1, piezometers were designated either "PZ5-Xs" or "PZ5-xD". The "S" in a
piezometer I.D. indicates the screen was installed above bedrock (or auger refusal) and the "D"
indicates the screen was installed in bedrock. The approximate mapped locations of these
piezometers are depicted on Figure 3. A tabulated summary of piezometer construction data is
present in Table 1. Piezometers were installed on hilltops, slopes, and within drainage swales to
provide hydrogeology data from the various topographic settings across the study area.
Nested Piezometers
CEC oversaw the installation of five nested (shallow -deep well cluster) piezometers (PZ5-5S/5D,
PZ5-6S/6D, PZ5-8S/8D, PZ5-14S/14D, and PZ5-20S/20D) to provide well pairs to measure
vertical hydraulic gradients across the site. Adding in the deeper nested piezometers, a total of 31
piezometers were installed for the Phase 5 study. Mid -points of the screens of the piezometers
making up the respective nested pairs were vertically separated a minimum of 10 to 20 feet. The
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approximate locations of nested piezometers are shown on Figure 3. Nested piezometer
construction details are summarized in Table 1. Piezometer construction records are provided in
Appendix B.
Permanent Groundwater Monitoring ells
In addition to the aforementioned piezometer network, the work plan provided for the installation
of eight permanent groundwater monitoring wells within the Phase 5 footprint, which are designed
to monitor groundwater quality for the adjacent Phase 3 and 4 expansion areas. With these new
monitoring wells, a total of 34 discrete data stations were established as a part of the hydrogeologic
investigation for the Phase 5 expansion area. Permanent monitoring wells (MW-13S, MW-14D,
MW151), MW-16S, MW-17S, MW-18S, MW-19S, and MW-20S) were installed at the
approximate locations shown on Figure 3. The well I.D. designations "S" and "D" indicate the
screen was installed above or within bedrock (or auger refusal), respectively. Monitoring wells
and piezometers were similarly installed, except that each permanent well was constructed with a
two -foot bentonite seal above the sand filter and the remaining annulus filled with cement grout to
the ground surface. Each wellhead was completed with a concrete well pad, lockable -hinged
protective cover, and well information tag. Permanent monitoring well construction details are
summarized in Table 1, and well construction records are included in Appendix C.
Piezometer/Well Elevation Survey
A North Carolina -registered land surveyor, Lawrence and Associates, P.A., established the map
coordinates (as approximately shown on Figure 3) and elevations of the newly installed
piezometers and monitoring wells. Top -of -casing and ground elevations were established for each
piezometer and monitoring well. Piezometer/well elevation data are provided in Table 1.
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3.0 GEOLOGIC DATA EVALUATION
Field data was compiled and analyzed to: a) provide a detailed description of the geologic units
and hydraulic properties of each geologic unit; b) generate geologic boring logs and rock quality
descriptions (i.e. percent core recovery and RQD); c) prepare a depth -to -bedrock contour map; d)
prepare a groundwater potentiometric map; e) determine horizontal and vertical hydraulic
gradients; and f) determine the direction and rate of ground water flow within the uppermost
aquifer system.
3.1 WEATHERED RESIDUUM AND ROCK DESCRIPTION AND ANALYSIS
Unconsolidated Saprolite
The weathered zone or residuum is generally characterized as consisting of an uppermost soil zone
of unconsolidated orange to red clayey silt or clayey sandy silt grading to more dense uniform
slightly sandy silts with depth. The near surface zone is highly oxidized; hence, the orange to red -
brown color due to the presence of iron oxides. Typically, at depths of five feet, a color change
was observed in the subsurface material to generally tan and sometimes gray. Saprolite at this
depth was generally characterized by unconsolidated yet typically dense silts and slightly sandy
silts. With increasing depth, the silts
and slightly sandy silts contained
more rock fragments and became
increasing more cemented. A
representative shallow saprolite
profile is shown in the photographs
in Section 1.5.
Partially Weathered Rock (PWR)
Saprolite transitions with depth to
partially weathered rock (PWR).
Local PWR zones consist of tan to gray variably cemented slightly sandy silts to silts with rock
fragments. As viewed in recent on -site exposures, PWR can generally be described as boulder -
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sized rocks juxtaposed in a matrix of more weathered unconsolidated material. Observed depths
to PWR across the study area are shallow from 3.5 feet bgs to 28.5 feet bgs, with a geometric mean
PWR depth of 14.95 feet bgs. The thickness of PWR across the study area ranges from zero feet
to 45 feet, with an average PWR thickness of 8.1 feet and geometric mean PWR thickness of 6.1
feet.
PWR is important to most hydrogeologist working in the NC Piedmont because this hydrogeologic
unit is generally more permeable than the overlying typically clay -rich saprolite zone and
underlying fractured bedrock. Thus, PWR is a typical water -bearing zone, and its flow
characteristics may preferentially facilitate the movement of groundwater contaminants.
Auger Refusal
In Piedmont crystalline rock settings, the base of the PWR horizon or the top of competent bedrock
is typically defined by drilling resistance called "auger refusal". Auger refusal is a relative term
dependent upon auger type, size, and condition, and the applied drilling pressure and torque. For
this investigation, auger refusal is defined as the depth of penetration resistance to the further
advancement of 2.25-inch I.D. rotary hollow -stem augers rotated with a CME-55 drill rig. Auger
refusal during this investigation varied from 9.5 feet bgs to 58.5 feet bgs, with a geometric mean
of 26.9 feet bgs and a standard deviation of 11.3 feet.
In several cases, dense fracturing and
weathering more similar to PWR were
observed in rock cores below auger refusal
depths (see inset photograph). These zones
were typically observed in the upper few feet
following auger refusal.
Bedrock Description
Figure 3.1b — Dense fracture frequency
immediately below auger refusal more
characteristic of PWR zone.
Bedrock has been exposed adjacent to and within the Phase 5 expansion area as a result of soil
borrow activities. Photographs of such exposures are shown in Section 1.5 and in this section.
NQ2-sized rock coring was performed in 20 borings for which rock descriptions and other rock
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quality data are summarize in this section and on the boring logs presented in Appendix A.
Bedrock beneath the study area is predominantly a tan to gray, low-grade metamorphosed volcanic
tuff; commonly referred to as a meta -tuff. The lithology across the study area is considerably
uniform and representative of felsic meta -volcanic rocks mapped in other areas of the CSB.
As shown in Figure 5, CEC generated a generalized top -of -bedrock contour map using auger
refusal data obtained from 34 discrete borings advanced across the study area. The top -of -bedrock
depths and elevations are presented in Table 2. The interpolated contours appear to imply a smooth
transitional bedrock surface; however, the actual bedrock surface is more undulating due to
localized preferential weathering. Depth -to -bedrock, as defined by auger refusal, was encountered
during drilling activities in a range from 9.5 feet to 58.5 feet bgs across the Phase 5 footprint. The
geometric mean of the top -of -bedrock data is 29.3 feet and the standard deviation is 13.0 feet.
Rock Quality Evaluation
NQ2 coring was performed for a depth of 10 to 20 feet after encountering auger refusal in 14
borings including PZ5-lD, PZ5-4D, PZ5-5D, PZ5-6D, PZ5-8D, PZ5-9D, PZ5-111), PZ5-16D,
PZ5-20D, PZ5-23D, PZ5-24D, PZ5-26D, PZ5-27D, and MW-15D, and greater than 20-foot total
core runs in six borings PZ5-I01), PZ5-lOD-R, PZ5-12D, PZ5-13D, PZ5-14D, and MW-14D.
Percent core recovery and rock quality data obtained from evaluating rock cores are presented in
Table 2. Percent core recovery ranged from 58% to 100%., with a geometric mean of
approximately 92%. The range of calculated Rock Quality Designation (RQD) values was 21%
to 100%, with a geometric mean of approximately 71 %. The range of RQD values for the first
five-foot core runs was also 21% to 100%, yet the geometric mean was approximately 55%.
Bedrock Fracture Orientation
Typically, rock cores exhibited a sub -
horizontal fracture set and a high -
angle (-50°-60°) fracture set. Less
frequently, a near vertical fracture set
Figure 3.1c — NQ2 rock core depicting fracture
dip angles.
was observed in a rock core. Most observed small -aperture fractures were healed by subsequent
mineral precipitation. Wider fractures were largely open and their surfaces were coated with iron
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and/or manganese oxides. Fracture frequency was generally higher immediately below the depth
of auger refusal (geometric mean RQD of 55%), but typically diminished with increasing depth.
Strike and Dip Measurements on Exposed Outcropping Rocks
A CEC geologist made several strip and dip measurements on the joint planes of exposed rock
using a Brunton compass. Predominant measured orientations of meta -tuff fracture surfaces were
approximately N15°E dipping 5WE and N dipping 62°W.
Lineament Analysis and Rose Diagram
As presented in Figure 4, CEC mapped the topographic lineaments identified on a local portion of
the USGS Polkton, NC 7.5-Minute Topographic Quadrangle Map to provide a lineament analysis
to evaluate regional geologic structural trends in the study area. Based on frequency count, CEC
generated a rose diagram that shows three predominant lineament orientations that are roughly N-
S with a range from N05°W to N120E, N250E to N400E, and N40OW to N55°W. The lineament
data appear to be indicative of local and regional geologic structure trends, and these mapped
trends correlate reasonably well with strikes measured on locally exposed rock outcrops.
Diabase Dikes
As shown in the inset photograph in Section 1.5, a
weathered high -angle diabase dike was observed in a
recent cut face in a soil borrow area within the Phase 5
expansion near MW-15D. The exposed portion of the
dike was weathered to an unconsolidated red -brown clay
with large angular black boulders. The relatively
unweathered boulders possessed a medium -grained
Figure 3.1d
— Dark diabase
boulders in deeply -weathered saprolite.
crystalline texture. The exposed dike had a measured strike of approximately N05°E and dip of
approximately 60°E. The width of the dike was approximately six feet.
CEC observed a second outcrop of diabase boulders in the immediate area of PZ5-15S. The
exposed surface width of boulder occurrence was approximate 20 feet; although, the land surface
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had been disturbed to allow drilling access. CEC observed evidence for subsurface diabase in
boring PZ5-15S as orange to black silty sand and dark gray rock fragments (weathered residuum)
occurring over a depth interval from 13.5 feet bgs to 35 feet bgs. The boring intercepted and
penetrated through a high -angle dike.
CEC engaged GEL to perform a magnetometer survey within the
Phase 5 footprint to locate Mesozoic -age diabase dikes and their
trends. GEL employed a Geometrics G-858 Cesium Vapor
magnetometer operated in total magnetic field mode (see inset
photograph). Specific survey transects were made along
available access roads across the Phase 5 area as shown on Figure
6. A CEC geologist mapped the approximate location of the total
field maximum of each anomaly signal as denoted by D-"x" on
Figure 6. These signal peaks are believed to represent individual
diabase dikes. Where wider anomalies are depicted on Figure 6,
at least two dikes with parallel orientations are indicated by the
magnetic signal. The close separation distance between two or more parallel dikes makes it
difficult to interpret the continuity of strike for an individual dike from the associated magnetic
signal. It is possible that better resolution could be obtained by more closely spaced perpendicular
survey transects, which would require further clearing for survey access. The traces of total profile
anomalies are mapped on Figure 6 to illustrate the general locations, interpolated strikes, and
frequencies of diabase dikes within the Phase 5 footprint.
The resulting data indicate the presence of diabase dike sets or dike swarms within the Phase 5
footprint. The interpolated data appear to indicate that the dike swarms predominantly strike in a
roughly N-S orientation, with a variation from N050W to N15°E. At each anomaly, short
perpendicular survey transects were also performed to determine the approximate dike orientation.
These perpendicular surveys support roughly N-S dike strikes.
Daniels and others (1983) note that the dikes are considered to be emplaced as two major swarms
in the Carolinas, both with near vertical dips. One swarm has an approximate N-S trend and the
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other a NW trend. In general agreement, Ragland and others (1983) indicate dike orientations in
the area to be predominantly N-S (with a range of variation between N15OW and N15OE) and NW.
They also observed that generally longer dikes strike N-S and shorter dikes strike NW. Ragland
and Barrantine (1986) indicate that most dips of the dikes are near -vertical based upon field
measurements and generally symmetrical ground magnetic profiles.
Comparing the observed dike trends with measured strikes and dips of the host rock suggests that
most dikes follow the predominant joint orientations in the host rock. CEC determined that the
predominant orientations of meta -tuff fracture surfaces were approximately N15OE dipping 500E
and N dipping 620W. The decomposed diabase dike that CEC observed in the cut face near MW-
15D had a measured strike of approximately N050E and dip of approximately 600E. In addition,
most ground magnetic profiles were non -symmetrical with a long westward ramp up to a
maximum peak then shorter ramp down on the west side of the anomaly. These ground magnetic
profiles suggest moderate -angle eastward -dipping dikes similar to the observed outcropping
weathered dike. SCS Engineers noted for previous landfill phase studies that observed diabase
dikes had westward dip angles. North -striking and west -dipping dike orientations would also
follow existing joint patterns.
Ragland and others (1983) observe that dikes of the N-S swarms are on average longer, wider,
farther apart, and more variable in strike than those of the NW swarms. King (1961), Ragland and
others (1983), and Bell (1988) all noted that dikes, especially in the NW swarms, seem to occur in
sets separated by areas with few dikes. Based on field -measurements and ground magnetic
profiles, dike widths likely range from five to ten feet. The widths of the magnetic anomaly traces
depicted on Figure 6 are significantly greater than the actual dike widths as a result of the moderate
dip angles, and, in some cases, the wide profiles may be due to the presence of more than one
parallel -oriented dike, or a dike set.
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4.0 HYDROGEOLOGIC DATA EVALUATION
4.1 SITE HYDROGEOLOGIC CHARACTERIZATION
As briefly described in Section 1.6, three basic hydrogeologic units were identified at the site
during this Phase 5 hydrogeologic study and previously by others for adjoining landfill phases
(SCS Engineers, Design Hydrogeologic Investigation Report — Anson Waste Management Facility
Phases 3 and 4, October 2015). These hydrogeologic units are depicted in vertical profile in the
hydrogeologic cross -sections presented in Figures 8a and 8b. The uppermost hydrogeologic unit
is unconfined or under "water table" conditions and consist of two density -based zones of variably -
weathered, fine-grained residuum. Groundwater moves through the porous weathered matrix. The
middle hydrogeologic unit is generally unconfined; although, CEC observed the middle unit to be
partially confined in some areas as observed by the temporary artesian flow from PZ5-20 and PZ5-
20D at the southeast boundary of the Phase 5 area. Groundwater flow may also be locally
facilitated through fractures within the middle hydrogeologic unit. The lower hydrogeologic unit
is the fractured bedrock zone where groundwater flow conditions may be unconfined or partially
confined. Groundwater movement in the lower hydrogeologic unit is limited to flow within
bedrock fractures. As demonstrated by the observed temporary artesian flow in PZ5-20 and PZ5-
20D, portions of the lower hydrogeologic unit are partially confined.
The uppermost hydrogeologic unit is the shallow saprolite zone that consists of variably dense
clayey silt at the surface grading to denser, slightly -to -moderately cemented slightly sandy silt with
depth. It is generally accepted by Piedmont geologists and engineering geologists that the saprolite
zone is defined by formation material exhibited SPT resistance values less than 100 blows per foot
(bpf). Saprolite zone thickness varied from 3.5 feet to 28.5 feet across the Phase 5 footprint.
The middle hydrogeologic unit is the PWR horizon that consists of variably cemented slightly
sandy silt and rock fragments encountered at various depths from 3.5 feet bgs to 28.5 feet bgs
across the study area. It is generally accepted by Piedmont geologists and engineering geologists
that PWR is defined by formation material exhibited SPT resistance values greater than 100 bpf,
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which can be penetrated by rotary hollow -stem augers. The thickness of the PWR horizon across
the study area ranges from 0 feet to 45 feet.
A third hydrogeologic unit is underlying fractured bedrock within which groundwater occurs under
unconfined to partially confined conditions. The surface of competent bedrock was defined by the
depth of auger penetration refusal. The density of bedrock fracturing and fracture apertures tend
to decrease with increasing depth such that groundwater flow is significantly restricted within a
depth of 100 to 200 feet bgs.
Most frequently, the water table was observed to occur in the middle hydrogeologic unit or PWR
horizon; typically, only a few feet above the lower hydrogeologic unit or fractured bedrock zone.
If not present above the top -of -bedrock, groundwater was typically encountered in bedrock
fractures within the uppermost 20 feet of the lower hydrogeologic unit.
The area and Phase 5 footprint are characterized by dissected ridges that follow predominant joint
orientations, which restrict groundwater movement to short distances between highland recharge
areas and discharge to wetlands bordering the major streams or directly to streams. Groundwater
recharge largely occurs over broad uplands and gentle slopes. Little recharge occurs in areas of
steeper topography. Typically, groundwater occurrence is unconfined and localized within a
relatively porous PWR zone, which transitions with depth to bedrock, or it is semi -confined in
bedrock fractures. Groundwater discharge from lower bedrock zones occurs along area streams
(i.e., Brown Creek and Pinch Gut Creek), which converge at the northern corner of the site.
The site is hydraulically isolated from the surroundings by prominent hydraulic divides including
Brown Creek and Pinch Gut Creek, which are regional groundwater discharge features. In the
Design Hydrogeologic Investigation Report for Phases 3 and 4 dated October 5, 2015, SCS
Engineers indicated that no groundwater users exist down gradient of the current landfill or the
Phase 5 expansion area, i.e., no residences or water supply wells exist between the landfill facility
and its associated groundwater discharge areas.
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Horizontal Hydraulic Gradients
As presented in Figures 7 and 8, CEC generated shallow groundwater potentiometric maps for the
Phase 5 study area based on water levels gauged in existing site piezometers/monitoring wells on
May 31, 2017 and December 14, 2017, respectively. These water level data are summarized in
Table 1. The predominant groundwater flow directions across the site are to the southwest, west,
and northwest toward Brown Creek. Locally in the area of MW-15D and PZ5-26D, groundwater
initially flows eastward and beneath Phase 3 before ultimately discharging to Brown Creek.
Groundwater flow across the Phase 5 area is characterized by local flow regimes dominated by
groundwater recharge on ridges, knolls, saddles, and gentle slopes, with groundwater discharge to
adjacent incised streams, intermittent creeks, wet/dry swales or draws, and ultimately Brown
Creek. As illustrated in Figures 7a and 7b, the local direction of groundwater movement is
essentially controlled by local topography, and is a subdued replica of the surface topography.
In the southern portion of the Phase 5 area, the groundwater regime is dominated by a broad
northwest -trending ridge (i.e. groundwater divide) dissected by northeast -trending drainage swales
or draws. In this area, groundwater flowpaths are short and flow is locally restricted from ridge to
adjacent swales or draws to the south and an incised stream to the north.
In the central portion of the study area, groundwater moves roughly radially away from two
adjacent knolls toward adjacent incised drainage swales or a stream to the south. A portion of the
radial flow from the northernmost knoll is to the east and beneath the Phase 3 footprint before
ultimately flowing back toward the Phase 5 area.
In the northeast portion of the Phase 5 area, groundwater movement is dominated by a broad north -
trending ridge (groundwater divide) away from which groundwater moves semi -radially to the
west, north, and east toward incised drainage swales.
As illustrated in the hydrogeologic cross -sections in Figures 8a and 8b, horizontal hydraulic
gradients vary considerably depending upon topographic setting. Beneath broad ridges and gentler
slopes, the horizontal gradient ranges from approximately 0.01 to 0.06 feet/foot. Beneath steeper
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slopes, the horizontal gradient averages approximately 0.1 feet/foot. Horizontal hydraulic
gradients are lowest in the south; highest in the center; and moderate in the northeast.
Vertical Hydraulic Gradients
Five nested (shallow and deep pair) piezometers PZ5-5S/5D, PZ5-6S/6D, PZ5-8S/8D, PZ5-
14S/14D, and PZ5-20S/20D were installed in the Phase 5 footprint to measure local vertical
hydraulic gradients across the site. The approximate locations of these nested piezometers are
shown in Figure 3. PZ5-8S/8D is located in a more elevated portion of a dry swale. PZ5-5S/5D
and PZ5-6S/6D are located in moderately elevated portions of dry swales. PZ5-20S/20D is located
in a lower elevated portion of a dry swale. Mid -points of the shallow and deeper screens of the
piezometers making up the respective nested pairs were vertically separated a minimum of 10 to
20 feet. Piezometer construction and water level data are summarized in Table 4-1. CEC gauged
water levels in the existing nested piezometers on May 31, 2017 and December 14, 2017.
As summarized in Table 4-1, the vertical hydraulic gradients calculated for the nested piezometer
pairs were upward gradients for PZ5-5S/5D, PZ5-6S/6D, and PZ5-8S/8D indicative of
groundwater discharge conditions. A downward hydraulic gradient was observed in piezometer
nest PZ5-14S/14D indicating groundwater recharge conditions. With exception of the artesian
flow conditions observed in PZ5-20S/20D, the remaining vertical gradient data confirm that
groundwater beneath the site moves under non -confined or possibly partially confined conditions
laterally away from upland recharge areas to topographically lower areas of groundwater
discharge; thus, these conditions can be generally predicted based on a conventional potentiometric
surface representation.
During piezometer/well gauging events in May (2), November, and December 2017, artesian flow
conditions were observed in PZ5-20S. Similar artesian conditions were observed in PZ5-20D
during the two May 2017 water level gauging events. These observed conditions indicate that the
well screens intercept at least semi -confined aquifer zones at least periodically under elevated
hydrostatic pressure at depth resulting in the upward movement of groundwater to above the
ground surface.
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Table 4-1 - Vertical Hydraulic Gradient Data
Nested Wells
Shallow
Deep
G.W. L.
G.W.L.
Vertical
Flow
Mid-
Mid-
Elevation
Elevation
Hydraulic
Direction
Screen
Screen
in Shallow
in Deeper
Gradient
Elevation
Elevation
Well
Well
PZ5-5/51)
261.88
253.72
272.27
275.51
-0.40
Up
PZ5-6/61)
259.22
245.60
265.85
266.92
-0.08
Up
PZ5-8/81)
271.61
248.96
274.02
276.48
-0.11
Up
PZ5-14S/14D
286.40
267.90
280.40
271.54
0.48
Down
PZ5-20/20D
249.97
234.76
Artesian
Artesian
NM
Up
Confined of Partially Confined Flow Conditions
Transient artesian flow conditions were observed at PZ5-20S/20D. PZ5-20S/20D is located within
a topographic swale at an approximate surface elevation of 264 feet. Assuming the top and base
of the confining zone can be roughly delineated by the top -of -screen elevation of PZ5-20S and
bottom -of -screen elevation of PZ5-20D, the underlying confining conditions are occurring
between approximately 255 feet and 230 feet bgs at this location.
During the base construction of the Phase 2 expansion landfill, groundwater seeps were discovered
at three localities when the existing surface grade was lowered on average by ten feet. Two of the
seeps occurred within the upland reaches of draws or swales. A third occurred along the slope of
an elevated knoll.
It is important to note the potential for temporary seeps or springs to occur due to underlying
confining conditions. Temporary seeps or springs are more likely to occur as a result of lowering
the present surface grade, particularly in proximity of existing topographic draws or swales. The
Phase 5 areas that appear most susceptible to temporary groundwater seeps or springs are shown
on Figure 9. French drains can be designed to effectively channel away surface -discharging
groundwater beneath the Phase 5 landfill footprint. Further, following the installation of the
landfill liner system, groundwater recharge to the area will be significantly diminished; thus,
lessening the likelihood of a seep or spring to occur beneath the Phase 5 footprint.
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Site Reconnaissance for Springs,Seeps, of Groundwater Discharge Features
CEC field personnel performed a site walkover of the several topographic swales or drainage
channels that dissect the Phase 5 footprint. The site reconnaissance was conducted in December
2017. No visible evidence for springs, seeps, or the other groundwater discharge features was
observed in the topographic swales or drainage channels that are not shown as a "blue -line" stream
channel on the Detail Site Map in Figure 3. Note that water table levels were lower by an average
of approximately 5.2 feet from the May 2017 water level gauging data.
Influence of Diabase Dikes on Groundwater Flow
As documented in the boring log for PZ5-2S, a diabase dike was observed to be deeply weathered
at the surface to a depth greater than 30 feet to a silty clay residuum. The clay fraction observed
in the weathered diabase is considerably greater than in the host meta -tuff; however, the SPT blow
counts are significantly lower in the weathered dike material. Being a more clay -rich residuum,
the weathered diabase would be expected to be less permeable than the host rock. Yet, being of
lower density, its permeability may not be less than the typically denser host rock.
CEC observed evidence for subsurface diabase in boring PZ5-15S as orange to black silty sand
and dark gray rock fragments (weathered residuum) occurring over a depth interval from 13.5 feet
bgs to 35 feet bgs. Apparently, the boring intercepted and penetrated through a high -angle dike.
As previously reported by SCS Engineers, the relatively high RQD values for diabase cores
indicates that the fracture frequency of the dikes is similar to, if not greater than, the host rock.
The water table was encountered in PZ5-2S and PZ5-15S within the weathered diabase residuum.
As shown in Table 4-1 above, a review of the hydraulic heads suggests potentially partially
confining conditions, which is likely where a deeply weathered clay residuum overlies a fractured
diabase dike. Based on geologic observations and interpolated potentiometric data as shown on
Figure 9, it appears that the diabase dikes function similarly to the host meta -tuff and do not serve
as aquitards or as conductive "conduits" for groundwater flow.
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Horizontal Hydraulic Conductivity
As stated in CEC's Work Plan for Design Hydrogeologic Investigation (Revision 1) dated
February 7, 2017, CEC assumes that the available hydraulic conductivity test data is representative
of similar subsurface materials that will be encountered in the Phase 5 expansion. SCS Engineers
previously performed 24 in -situ permeability tests as discussed in the Design Hydrogeologic
Investigation Report (October 5, 2015), which is included in Appendix E of the recent Permit to
Construct Application for Phase 3 and 4. Like the Phase 5 expansion area, Phase 3 and 4 areas are
predominantly underlain by Slate Belt meta -tuff. The ranges of hydraulic conductivity values
previous calculated by SCS Engineers are summarized in Table 4-2 below. SCS Engineers used
the average hydraulic conductivities to calculated groundwater flow velocities. Given its
significant spatial and temporal variability, CEC believes that the geometric mean of the hydraulic
conductivity values is more representative.
Table 4-2 - Statistical Horizontal Hydraulic Conductivity Data
Hydrogeologic Unit
Max Value
Min. Value
Geometric Mean
PWR (Middle Unit)
1.09 ft/day
3.95 x 10-4 ft/day
0.018 ft/day
Bedrock (Lower Unit)
0.64 ft/day
5.45 x 10-3 ft/day
0.084 ft/day
Groundwater Flow Velocity
Groundwater flow velocity is determined by multiplying the estimated horizontal hydraulic
conductivity (K) by the horizontal hydraulic gradient (i) then dividing by the effective porosity
(rle). As discussed in the previous section, the geometric mean K value for PWR is 0.018 ft/day.
Horizontal hydraulic gradients ranging from 0.01 and 0.1 feet/foot were calculated from the
groundwater potentiometric map shown in Figure 7a. An average Tle of 15 percent was chosen to
represent weathered meta -tuff. The calculated groundwater flow velocities for the PWR range
from 0.0012 to 0.012 feet/day (0.44 to 4.4 feet/year). As discussed in the previous section, the
geometric mean K value for bedrock is 0.084 ft/day. An average Tle of 5 percent was chosen to
represent fractured bedrock. The calculated groundwater flow velocities for the bedrock range
from 0.017 to 0.17 feet/day (6.2 to 62 feet/year).
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Abandonment of Temporary Piezometers
The temporary piezometers that were installed during the recent Phase 5 hydrogeologic
investigation will be maintained if appropriately located to serve as future permanent groundwater
monitoring wells for the Phase 5 expansion. Otherwise, the piezometers will be abandoned by an
NC -certified well drilling contractor in accordance with the NC well abandonment rules. CEC
will submit Well Abandonment Records to the Section.
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5.0 ESTIMATION OF SEASONAL HIGH WATER TABLE
5.1 SHORT-TERM WATER LEVELS
As presented in Figures 7a and 7b, CEC generated shallow groundwater potentiometric maps for
the Phase 5 study area based on water levels gauged in existing site piezometers/monitoring wells
on May 31, 2017 and December 14, 2017, respectively. These water level data are summarized in
Table 1. The predominant groundwater flow directions across the site are to the southwest, west,
and northwest toward Brown Creek.
In contouring these groundwater elevation data sets, some gauged elevations values do not appear
to be reasonable based on the local topography and relationship to surrounding values. When
gauged, certain well elevations may have not reached static equilibrium due to slow recharge.
Semi -confined groundwater flow conditions in certain localities may be reflected in the data. An
effort was made to honor the actual water table data value while generating the potentiometric
maps provided that the contours could be reasonably drawn within the generally accepted rules of
potentiometric map construction and data interpolation. The potentiometric surfaces were
generated as a give-and-take between honoring the actual data value whenever possible; otherwise,
honoring the basic rules of groundwater flow -net construction where required.
5.2 LONG-TERM WATER LEVELS
To correlate the recently acquired water level data with long-term seasonal high water table trends,
CEC examined Chambers Development of North Carolina, Inc. — Anson Waste Management
Facility groundwater monitoring reports from November 2009 to October 2017 that are available
on the NCDEQ Division of Waste Management Laserfiche Weblink. These available reports
included water level data obtained by Prism Laboratories (2009-2014) and S&ME (2014-2017)
from the existing landfill detection groundwater monitoring well network. The well gauging data
are summarized in Table 3. In addition, SCS reported earlier data obtained from the landfill
monitoring well network from 2001-2015 providing maximum recorded well water level
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elevations over this time period as also listed in Table 3 (SCS Engineers, Design Hydrogeologic
Investigation — Anson Waste Management Facility, October 5, 2015).
In summary, the long-term maximum water level elevations are generally from the May 2003,
April 2015, and April 2016 monitoring reports. Most of the long-term (2001-2015) maximum
water levels are from the April 2015 monitoring event. Yet, most of the April 2016 water levels
are higher that the April 2015 values from the respective shallow monitoring wells.
5.3 ESTIMATION OF THE SEASONAL HIGH WATER TABLE
CEC conducted two water level gauging events within the Phase 5 footprint in May 2017 that can
be correlated with the seasonal high water levels observed in April 2015 and April 2016 in the site
landfill detection monitoring wells listed in Table 3. In Table 3, geometric means are calculated
for water level changes in the existing landfill monitoring wells between the seasonal high April
2015 values and the April 2017 values and between seasonal high April 2016 values and the April
2017 values. The calculated geometric means for the difference in water levels are 1.30 feet and
1.36 feet, respectively.
Based upon the above historical site area groundwater level analysis, we believe that it is
conservative to add two feet to the Phase 5 water level values obtained on May 31, 2017 to
approximate a seasonal high water table for the Phase 5 footprint. An approximated seasonal high
water table contour map is presented in Figure 7c. The approach used to generate the seasonal
high water table surface was the same as that described in Subsection 5.1 above.
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6.0 CONCLUSIONS
The purpose of this report is to provide a suitable site -specific hydrogeologic characterization for
the Phase 5 expansion at the Anson Waste Management Facility. This report provides the
following information:
• Detailed description of the hydrogeologic units below the site;
• Depth -to -bedrock contour map;
• Groundwater potentiometric map depicting flow directions;
• Horizontal and vertical hydraulic gradients;
• Description of localized partially confined conditions;
• Directions and rates of groundwater flow within the uppermost aquifer system; and
• Estimation of a seasonal high water table based upon correlation with historical data
The work scope for the Phase 5 hydrogeologic investigation included the installation and collection
of data from the following temporary piezometers and permanent monitoring wells:
• A total of 26 discrete piezometer locations (either single or paired piezometers) were
installed on hilltops, slopes, and within drainage swales to provide hydrogeology data from
the various topographic settings across the study area.
• Five nested (shallow -deep well cluster) piezometers were installed to provide well pairs
to measure vertical hydraulic gradients across the site.
• In addition to the piezometers, eight permanent groundwater monitoring wells were
installed within the Phase 5 footprint. These monitoring wells are a part of the detection
monitoring well networks for Phases 3 and 4.
In addition to the collection and evaluation of the newly acquired data, the hydrogeologic
characterization also incorporated existing data obtained by others in the adjacent Phases 3 and 4
expansion areas.
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The major findings of this preliminary site hydrogeologic investigation are as follows:
• Bedrock beneath the study area is a tan to gray felsic meta -tuff, a fine-grained volcanic
rock that has undergone low-grade metamorphism. The lithology across the study area is
considerably uniform and representative of felsic meta -volcanic rocks mapped in other
areas of the Carolina Slate Belt. Depths to bedrock as defined by auger penetration refusal
varied from 9.5 feet bgs to 58.5 feet bgs, with a geometric mean of 26.9 feet bgs and
standard deviation of 11.3 feet.
• CEC mapped the topographic lineaments identified on a local portion of the USGS Polkton,
NC 7.5-Minute Topographic Quadrangle Map to provide a lineament analysis to evaluate
regional geologic structure trends. CEC generated a rose diagram that shows three
predominant lineament orientations that are roughly N-S with a range from N05°W to
N12°E, N25°E to N400E, and N40OW to N550W.
• NQ2 wireline coring was performed in 20 exploratory borings. Percent core recovery
ranged from 58% to 100%, with a geometric mean of approximately 92%. The range of
calculated Rock Quality Designation (RQD) values was 21 % to 100%, with a geometric
mean of approximately 71 %. The range of RQD values for the first five-foot core runs (i.e.
uppermost bedrock) was also 21 % to 100%, yet the geometric mean was approximately
55%.
• The strong magnetic signature produced by the mafic mineralogy of local diabase rock
allowed for non -intrusive mapping employing magnetic methods. Several roughly north -
south striking, high -angle dipping diabase dikes were identified during the site
investigation.
• As depicted in Figure 5, top -of -bedrock elevations have been approximated across the
landfill site.
• CEC identified three basic hydrogeologic units with the Phase 5 footprint: 1) the uppermost
hydrogeologic unit (i.e. saprolite zone) is generally unconfined or under "water table"
conditions and consist of two density -based zones of variably -weathered, fine-grained
residuum; 2) the middle hydrogeologic unit (i.e. partially weathered rock) is generally
unconfined; although, CEC observed the middle unit to be partially confined in some areas,
groundwater movement in this unit may be through porous media or locally facilitated
through fractures; and 3) the lower hydrogeologic unit is the fractured bedrock zone where
groundwater flow conditions may be unconfined or partially confined.
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• The groundwater surface is generally encountered in the middle hydrogeologic unit or
PWR horizon; typically, only a few feet above the lower hydrogeologic unit or fractured
bedrock zone. If not present above the top -of -bedrock, groundwater was typically
encountered in bedrock fractures within the uppermost 20 feet of the lower hydrogeologic
unit. Groundwater conditions in fractured rock were observed to occur under unconfined
and locally semi -confined conditions. Semi -confined aquifer conditions were observed to
be transitional.
• The predominant groundwater flow directions across the site are to the southwest, west,
and northwest toward Brown Creek. Locally in the area of MW-15D and PZ5-26D,
groundwater initially flows eastward and beneath Phase 3 before ultimately discharging to
Brown Creek. Short flowpaths are the norm as a result of local groundwater recharge on
ridges, knolls, saddles, and gentle slopes with groundwater discharge to adjacent incised
streams, intermittent creeks, wet/dry swales or draws, and ultimately Brown Creek. As
illustrated in Figures 7a and 7b, the local direction of groundwater movement is essentially
controlled by local topography, and is a subdued replica of the surface topography.
• In December 2017, CEC field personnel performed a site walkover of the several
topographic swales or drainage channels that dissect the Phase 5 footprint. No visible
evidence for springs, seeps, or the other groundwater discharge features was observed in
the topographic swales or drainage channels that are not shown as a "blue -line" stream
channel on the Detail Site Map in Figure 3.
• The site is hydraulically isolated from the surroundings by prominent hydraulic divides
including Brown Creek and Pinch Gut Creek, which are regional groundwater discharge
features.
• CEC recorded four sets of water level gauging data that are documented in this report. Two
water level gauging events were conducted in May 2017, one in November 2017, and one
in December 2017.
• As depicted in Figure 7c, CEC estimated a seasonal high water table based upon correlation
with historical site data obtained from 2001-2016. These historical data indicate seasonal
high water tables in March 2003, April 2015, and April 2016. The recent April 2015 and
April 2016 landfill monitoring well gauging data were compared with April 2017 data to
determine geometric means (1.3 feet and 1.36 feet, respectively) of the head differences.
The most fitting round of Phase 5 piezometer/well gauging data useful for correlation with
the April 2017 area data was collected May 31, 2007. Given the roughly one -month
Civil & Environmental Consultants, Inc. -32- Design Hydrogeologic Investigation Report
March 2018

difference between the correlated data set from April 26, 2017 and the Phase 5 gauging
event on May 31, 2017, a conservative hydraulic head corrective factor of 2 feet was
subtracted from the May 31, 2017 (see Figure 7a) data set to approximate the seasonal high
water table.
Civil & Environmental Consultants, Inc. -33- Design Hydrogeologic Investigation Report
March 2018

7.0 RECOMMENDATIONS
CEC makes the following recommendations to provide an adequate design hydrogeologic
characterization of the Phase 5 expansion area:
• The required minimum four -foot vertical separation between the base of the constructed
Phase 5 landfill liner and bedrock should be based upon the generalized top -of -bedrock
contour map provided in this report.
• The required minimum four -foot vertical separation between the base of the constructed
Phase 5 landfill liner should be based upon the approximated seasonal high water table
contour map provided in this report.
• Temporary seeps or springs may occur due to high water table conditions and/or underlying
partially -confining groundwater conditions, particularly in proximity of existing
topographic draws or swales. French drains can be designed to effectively channel away
temporary surface -discharging groundwater beneath the Phase 5 landfill footprint.
• If temporary piezometers are not appropriately located to serve as future permanent
groundwater monitoring wells for the Phase 5 expansion, the piezometers will be
abandoned by an NC -certified well drilling contractor in accordance with NC well
abandonment rules. Well Abandonment Records will be submitted to the Section.
Civil & Environmental Consultants, Inc. -34- Design Hydrogeologic Investigation Report
March 2018

8.0 REFERENCES
Bell, H., III, Map showing Mesozoic diabase dikes in South Carolina described since 1960, U.S.
Geological Survey Miscellaneous Field Studies Map MF-2030, scale 1:250,000, 1988.
Civil & Environmental Consultants, Inc., Permit to Construct Application for Anson Waste
Management Facility Phases 3 and 4, November 2016.
Civil & Environmental Consultants, Inc., Work Plan for Design Hydrogeologic Investigation
(Revision 1) — Proposed Phase 5 Landfill Expansion Area, February 7, 2017.
Daniels, D. L., Zietz, I., and Popenoe, P., Distribution of sub -surface lower Mesozoic rocks in the
southeastern United States as interpreted from regional aeromagnetic and gravity maps, in Gohn,
G. S., ed., Studies related to the Charleston, South Carolina, earthquake of 1886 — Tectonics and
seismicity, U.S. Geological Survey Professional Paper 1313, p. K1-K24, 1983.
Domenico, P. A. and Schwartz, F. W., Physical and Chemical Hydrogeology, John Wiley & Sons:
New York, Chichester, Brisbane, Toronto, Singapore, 824 p., 1990.
ESP Associates and David Garrett & Associates, Phase 2 Design Study, 2003 to 2007.
Horton, W., Jr., and Zullo, V. A., editors, The Geology of the Carolinas, Carolina Geological
Society, The University of Tennessee Press, Knoxville, Tennessee, 1991
King, P. B., Systematic pattern of Triassic dikes in the Appalachian region, U.S. Geological Survey
Professional Paper 424-13, article 41, p. 1393-1395, 1961.
Morris, D. A., and Johnson, A. I., Summary of hydrologic and physical properties of rock and soil
materials, as analyzed by the hydrologic laboratory of the U.S. Geological Survey: 1948-1960,
U.S. Geological Survey Water Supply Paper 1839-D, 1967.
Ragland, P. C., Hatcher, R. D., Jr., and Whittington, D., Juxtaposed Mesozoic diabase dikes sets
from the Carolinas: A preliminary assessment, Geology, v. 11, p. 394-399, 1983.
Ragland, P. C., and Barrantine, T., Ground radiometric and magnetic surveys of ENA diabase
dikes in North Carolina, Geological Society of America Abstracts with Programs, v. 18, p. 261,
1986.
SCS Engineers, PC, Design Hydrogeologic Investigation Report — Anson Waste Management
Facility Phases 3 and 4, October 5, 2015.
Civil & Environmental Consultants. Inc. -35- Design Hydrogeologic Investigation Report
March 2018

TRC Environmental, Phase 1 Design Hydrogeologic Report, December 1998.
USGS Polkton, NC 7.5-Minute Topographic Quadrangle Map, 2013.
USGS Russellville, NC 7.5-Minute Topographic Quadrangle Map, 2012.
Civil & Environmental Consultants, Inc. -36- Design Hydrogeologic Investigation Report
March 2018

FIGURES
Civil & Environmental Consultants, Inc.

BROWN /
CREEK
NORTH
r
PINCH
1 GUT
EXISTING CREEK
I PHASE 3
I
v �
EXISTING
PHASE 2 EXISTING l
JWFBASIN
PROPOSED EXISTING
PHASE 5 PHASE 4 t +
EXISTING
r PHASE 1 {
W�
' ;CEMETERY
ROPERTY BOYN ROAD
BUFFER. �r
0S N W), 1;14
SCALE IN FEET
0 1000 2000
REFERENCE
1. SITE AERIAL PROVIDED BY USGS NC83 DATED: 2012
I AV AVAF
IF - IV I
7
Civil & Environmental Consultants, Inc.
333 Baldwin Road • Pittsburgh, PA 15205
412-429-2324.800-365-2324
www.cecinc.com
PROPERTY LINE — —
PROPERTY LINE
300' BUFFER
CURRENT PHASE
BOUNDARIES
WETLANDS 50' BUFFER
WASTE CONNECTIONS LLC
ANSON LANDFILL PHASES
ANSON, NORTH CAROLINA
SITE LOCATION MAP
I DRAWN BY: CTH CHECKED BY: NTB I APPROVED BY: SLB I FIGURE NO.: I
DATE: MARCH 20181 DWG SCALE: 1 "= 1000'1 PROJECT NO: 165-276

1
N
N
4
0
Brown-Cr
NORTH
a
O
'
N
tJ1
O
Richmond
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\
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300
35-
r
N
300 -
REFERENCE
1. U.S.G.S. 7.5' TOPOGRAPHIC MAP, POLKTON QUADRANGLE, NC DATED: 2013 SCALE IN FEET
2. U.S.G.S. 7.5' TOPOGRAPHIC MAP, RUSSELLVILLE QUADRANGLE, NC DATED:
2012. 0 1000 2000
f1A,=,=
WASTECONNECTIONSLLC
LANDFILL
Civil & Environmental Consultants, Inc.
ANSONONORTH CAROLINA
100E Cen[�r POrO DriD9 O SOi[� A O COOrDaONC 28217
Ph: 980.237.0373 • Fax: [phone]
O SGS TOPOGRAPHIC MAP
www.cecinc.com
DRAWN BY: CTH
CHECKED BY: NTB
I APPROVED BY: SLB
I FIGORE NO.:
2
DATE: MARCH 20171
DWG SCALE: 1 "0 100E
PROJECT NO: 165[?76

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HYDROGEOLOGIC INVESTIGATION
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ANSON LANDFILL PHASE 5 EXPANSION
ANSON COUNTY, NORTH CAROLINA
1900 Center Park Drive - Suite A - Charlotte,
NC 28217
Ph: 980.237.0373 - Fax: [phone]
TOPOGRAPHIC LINEAMENT MAP
www.cecinc.com
DRAWN BY: PNP
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/ - / - / /j// /// l / / / //Q /�/�//� III //// / /
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REFERENCE �\ 1 \ <PZ5-2S "/ / / - / / \ \ )� / /i /�//�- / /// s , / / / �i////// / /i� ,,� , / - 111 l l l J //// / / /// / / / / �� \ � \ -;/� / J C � / /
1 \ 50 / i / ELEV. _--- - //// // /�� /i S / / / , // /"� / l IIIII l / l / , / ///// // // /// �/ / / // / / / -_
2 ///, , ' _ ) / /%/ /%/ =% / / / /,/, / /(//'i,,;;;;i /%;/ Q // l / l /lI l / l , /l // / / // / // / / %� / _ 1 _ ^s / , /
1. EXISTING TOPOGRAPHY WITHIN PHASES 1 AND 2 OF EXISTING LANDFILL / ELEV. / / 297.72 / r I / / ji % //// //--//�%/ //// / 1 k�--- �/� / //// /�/ / (�l / I /l / l/ //ll / / // / / //// //// / ////// /l l /! l l /// //// // /// - ) �� '/ /
�!� III \_ -_- = 24s.13'� / / / _ -/ ��� �� \ // ,III 1 'j /� / // /- -- /�/ ��// 1 _ �/ / l/ I / / l/ �// �/ / / /l I //\ // //// //j%% \% /
I _ , MW-8D / /// �f//ice //���-///// / /�/ii/i//� ,/ Il �20-- �/ / / / ; III 11/1 //l / / 11 I / // // 11 / l/ l //l / l �/ \ // /i// //�� /-;\ \
WAS PROVIDED AT 2-FT CONTOUR INTERVALS BY INDEPENDENT MAPPING �i I I I \ `� - _ / / ,% / 111 / /// ---�\`goo I I %/ / jl (�11( II /ELEV. (/� Sty// / // /'��-- - ////i%'�%//////%// l(\ \�,f--` /�� l 1 111 lI/l 11 // / l/// 11 //% I �// / /�j�/ ��' �
CONSULTANTS (IMC JOB N0. 16030); DATE OF AERIAL PHOTOGRAPHY - \ \-----_-) / / / , // / - \ ,// / // ) I ) 11l ( ( ( // / //ii/ /// ////// // / I ��/ / /�ll,/ 111 / lIl , l ,,l// ll,l // / , // / //////,// 1 / / /� / / ,/ /%��� —���1�
FEBRUARY 27, 2016. �� --� ,i // // / / ---- \ /, // / ,�II NIA \\ ( / // / ///� ///�// ////i/////% / / / l// �/ / l l l l / // /l l l /l // / /// / / l / \ /// / ///�//�// )I \
�� / / / 250 /// / / / / // / / / / r I _��\ \ \\\ \ \\ \ ( l 1 ((( (�( \ ( (��i // -- / / , / / / /// l/ /l / // / /// / / //// / % \ 1
— o l 1 T x / // ,,, ) , / / l( , \ / \ / / l j l r/I l l / l // ll / / /l / / /// / / / l / \ / / / / /,
2. FEMA FLOODPLAIN INFORMATION FROM NCFLOODMAPS. MAP NUMBERS: I L - ,// T / /,/ /// / / 7 / / // // / / / II r-,I � \\\\\\\\\\ \(\( II 1 \ \ \ \ I I \ \\ `\\\\ / -, / / /// /// �/ / // / / / /
37106445O0J, 371O6446O0J, 371O645500J, 3710645600J. --� I i / // // , // / / ,i // // //,/ / / I MW- \ \ \ \ \ ` 1 I \ \\\\ \ \\ /I /l�/, l/ l / , /l // /// //// // / // // / //// // / / / �� // ///% //� / �� - i�
\__--/> //// / //%/ // / / ///� / 'i / /i/�/ / / \ \\\ \`- \ \\\\\\\\\\\\\ \\ \ \\\\\ \\ \\\\\ � ;\��\ .-_.,Q?\ '// l/l�l //// /l l/ l /// //l// / // //� / / l �/ // /// //// ==v��\ \
3. TOP OF BEDROCK CONTOURS ARE INTERPOLATED BASED ON THE DATA \ \ \ -- / / /�///�////// /// 7///� / // -/� �/ / �pl r(( �// ( I I \ \\ �f\ \ \ \ \\ \\\\\\ � \\ \ \\\ \ \\ \\ \\�\\� 'two\�\\ / , \ l/// / / /l / / ///// llI l (/I ((Ill //// // % //,/ // / l I �/ J %�/ �// //---_--- - / 1 \
OBTAINED FROM THE BORING/PIEZOMETER/WELL LOCATIONS SHOULD BE �\ \ \�--_-/I / / / // /� /////// ////� // T / / °I ( \ \\\ \�N�A I \ \\\ , \ \\ \\� \ \\\ \\ \ \\ \\,t\ \ \ \ I ��J\� 1 // / / // /// / //), „II l /l�// ��/// 11 / l J �/ l / / / // ,// -- )_ I I I
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4. GROUNDWATER ELEVATIONS BASED ON PIEZOMETER WATER LEVEL I I / / / �/ �/ / / \ \ \ \\\\ \ \ \ \ cQ\ \ `\\ \\ \ \\\\ \\� �/ // 1 / / �,/ //ll/ �// / //////l/ I I //// I / / / / //,
READINGS ON MAY 31, 2017. TOP -OF -BEDROCK ELEVATIONS l ( ( l 1 / //// //./ I I // ((( \ /i/// // ELEV. I I 1 \ \ \\ \ \\ \ \ \ \\\ \\ \ \ \\\ \\� \\\o\\\ \ \\ \\\\\\ \\ \\\\ ���// ///l,�//o.111 l 111 //l 11 / /// l /l, ////, ( (( / / l / / / // / /// / / �% 1 I I )
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3. SEASONAL HIGH WATER TABLE POTENTIOMETRIC CONTOURS ARE �`��o I - �� / / / // / // /// �- / / // //II \�-� \\\\\\\\ \ \ Ill C1 ( , ( \ / ( \ \ (C\\� \\ r� C / / l � // !IIII/// /IIII/ l / /l // l / / / / / \ / / //�j%, \// \--___--
INTERPOLATED FROM A CORRELATION OF WELL GAUGING DATA FROM A I I ` / .G / //// / / // / - �/ // /// // O / / I ( \\ \\ \\\ \ \\ \ \IIII I (I \ \ \ \ \ I 1 \ \`\ \\ / J �- //�//�// / / / /// ///// /�// ////�!// / / ///// /// / // ////, \ /// `�
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PERIOD OF 2001-2017. OVER THIS PERIOD, SEASONAL HIGH WATER \__�/% IIII '/ /// �/ //%� / ///�/ // / / ��l// //%/�/ `L / t \\\\\ \` �� \ \\\\\\ \\ \\\\\ \`\ \\\ \ \\ \ \ \ �\\\ \\ , 1 ill /l l / l /// /Ill l / l// IIII ,/// /IIII/ l / ( / /// IIII; jj� ---'� \
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LEVELS WERE OBSERVED IN APRIL 2016. THE GEOMETRIC MEAN \ \ \ �---�� / / / / / //// �// // _IIII, / // -'� / / 3(I // / \\ \\\ f \ \ \ \\ \\\\\\ \\ \ \\\ \\\ \ \\ \\�\\ \ \'o \\\\ / \�� \ Ill/ IIII// l l / lI l / l ll / / / // / l // // /// // /-_-J/--- I \
DIFFERENCE IN WATER TABLE ELEVATIONS BETWEEN THE SEASONAL HIGH �\ \ \ -- -/) / / / // / , // // / // ///,/ j, // ° r /// / OO ((((/ I I I \ \\ \ N/A _� \ \ \\ \\ \ \ \\ \ \\ \ \ / l l / / /// i 1 I l ( !/l / / / //l � I // / / --_
APRIL 2016 DATA AND THE APRIL 2017 DATA WAS 1.3 FEET. \\ - / / / / // // / / / °// / �11 1 I I I \ \ \\ \\ I \ \ \\\\\\\\\\\ �\ \\\\\\�\\\\\\\\\\\moo\\\\\\ \\\\ \ l ���\ 1/////��/////�!//� %/ ////// 1Jl)I/II/( IIII %�////l// / l % / /(j/� I )
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CONSERVATIVELY, TWO FEET WERE ADDED TO THE PHASE 5 WATER �`'a' \�_% \ / / I / / / //// /// %%//// / / ///////// X� PZ5-19S� / 11 ) \ \ \ \\ / \ \\\ \ \ \\ \ \\ \\\ \\ \ \ \ \\ l (�\ / /jp //�// l / // / // / / lI / / / / ( l / // / _// \ ( I I
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TABLE ELEVATIONS MEASURED IN MAY 2017 TO APPROXIMATE THE _ I I I I l/ // / // / / / // // // / / \ I I I \ \ \ \ \\ \ \ \ \ \ \\ \\\ \ \ \ \ �'\ \ \\ \\ \ \\ \ i \ - i� //b� Ill / / l / l / //
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REFERENCE cw: \�\ \ \ \ `� o / // / /// / i / ��� �; / / - �// - // /�/ �/ J //-ii //%i-; \ / // //�//� //�// ///,�// / / / //// / / /j/ ---� I I / /-_/ I lj \ \\ \ \\ /// / / r I
1. EXISTING TOPOGRAPHY WITHIN PHASES 1 AND 2 OF EXISTING LANDFILL \ o\\\\_ -- - 0 �� / / / / / �' I- --� \ //\--\ /- -�/- / /i ///i/i/ / / f// , ////�/ �������\ /! ////j/ /// /,// //// / / /�/ ///'/ / / / / l / /��/ - I \ ' /
WAS PROVIDED AT 2-FT CONTOUR INTERVALS BY INDEPENDENT MAPPING \ �\ \ \\ \\ j a��) / / // / // / /, // I / ___ �C - //// /�i/- //i�� i/�//�j� / / / / / / // -__��\ \ >I // / / // //j////, ///////////// /V / / / l I / j/%' -\� l! /�( \n\\\ \\ \�\/ j/// / / /
/ �� _ `) //// / �i� / i / ///90/ // / // / // / / / / // //
CONSULTANTS IMC JOB N0. 16030 DATE OF AERIAL PHOTOGRAPHY l /\` \ `�0\ \ \\\ \_��iii'// // /// // / l / / ///�� // _ / /// / //i �ii i�z ,�, /// 1 / / 5// / J///// //// IIII 11 ///� // / // / /�//x//////// ////// //� / / / / I /,/% 1 I `(/ \ \ \ /�// % / l / l
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FEBRUARY 27, 2016. / / �e� \ \\ \ -- // l / / / / / /- / //i'-- / ( �% /-i-�—�/� i // ( // ��'--- I I I� I/// // /// //// // / / // /// / / / / //// /� \ \�/ �\\�\� �� //// // / / /
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2. FEMA FLOODPLAIN INFORMATION FROM NCFLOODMAPS. MAP NUMBERS: \`_�/// \ \ \ \\ //// / / PZ5-1 D // - - \ //�%/ /�i/ -�����/ice' I = - /// //// / ///%'j 10 / /^ 111 / / / //// / // //// / / /// / / / l �J / �_� �� ��\; _���/i / / / / i
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3710644500J, 3710644600J, 3710645500J, 3710645600J. ��/i/ \ \ 1 \ \ �—PZ5-2S, // // /� / "Gyy; / / �// ///// // /�� �� ! -- ///// / // / /ll / l / J// / / ///���/�/�/���//�// / / /%// I /�/ \� \ \ - / // /J ,\ \
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-�/ �� I \ GW: //�j/ / /// // \284.38 / _ \ \ // r �ii���� ) / /-�%--//--/��--i%/ //// ////////% kk� _- ` - ���////�'%/i I Il/ l / /l //// //////jj///// //% //// //l/ ( 1 //% ///// /%_ /� - / / \
3. GROUNDWATER POTENTIOMETRIC CONTOURS ARE INTERPOLATED FROM �!� I I \ 283.75''/ // // // // // / / - / ��\ �\ / /� / ll(� ( j '/ / // -' / /�/ / '/// II �i / / / 1 / // /// /�/ / / / l / //\ // G/// //�'i--�� \ \� '\ /
I 1 /// / / / / / /-- // / l( l� III MW-8D / /ice / �J-/// �/---/�-/ /�/ii // /J 1l �4zo = �/ / I I I 1 /l l/ //l / / 11 l j / // ///l l l /l/ / l �/ \ /// //// ,i_�\\
THE WATER LEVEL GAUGING DATA SHOWN ON THIS PLAN, COLLECTED ON -- / `--- _ / / // / / \ / / - / - j��- , -- //// /// i// 1 \ _-_/ I l l / / // ) r /
/ l I I \ - i/�j /// / \ o / S �/ // //ii /i/ // \ - i I l!l ///l // / l //,/ /// / /// l �// / /
MAY 31, 2017. - \ \ _--� / ///�/// //�// ////// ---\ \o I // 11(� /`GW: �1 (� ( // / /-ii // / / / // J l / / / �/ / / / ���� /
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4. GROUNDWATER POTENTIOMETRIC ARE INTERPOLATED BASED ON THE DATA "'� L \- x' / �// /�//I / / /'/ / / // // /// / / _ / l // / / / / I I r� I --��\ \ \IIII \` \ ( / /(/ (�(((/�� ( /��,- //' / /l /l/l jll�l/ / // l / ! / /// / / /l (// / // j //// // //// 1 / / // /% /"/// %/, / \
// / < ( t / / / , / // /// / / \ \
-� o l / / / / // / / /// / �� ��__� -� )/ /�/ /ll ,1 �► \� \ \\\ \ \ \ \ \ / 11 \\\ \\ l / lj J \� IIIIII l/////l l/ l / /l ///�/ //�j �j/ // / l // // /!/ /\ /// / ------
OBTAINED FROM THE BORING/PIEZOMETER/ WELL LOCATIONS AND I ( \_�- - // / / / , / / / / // / / / 1 I -J( \\ \\ \\\ \ \\ \(\ ( 1 I I 1 \ \ \ \ \ I 1 IIII\ \\`\ / /�//// // // //// /// �/ �/� / // / / // / / / // J/ / / �/' ///
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SHOULD BE CONSIDERED APPROXIMATE. \- _-�> // // / / %/ / // / / �/ / /// / �/ // �/ / t \\ \ \ \ \ \ �\\ \\\ \ \ \ \\\ \\` \ \ \\ \ \IIII \\\ \�\\ �. ccf �\ �/ //// //// /////// /// // / / ! / // / // //� / / / / // // / /// //�% / //' / \ \
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5. MAXIMUM GROUNDWATER ELEVATION IN EACH PIEZOMETER FROM PHASES \ \ \_ �� , / ///// �// //// /, //1 // r / / �01 ((( ( I \ \\ Gw' I\ \ \ \ \\ IIII\\ \\ \ \\\ \ \ \\ \\�\ \ �o IIII /� \ \ �ll�ll�ll ll! / / // //�li l'(lI I l l ll l/l/ // ///l // / l �/ I /�/ /// // -- - / I \
3 AND 4 GAUGED BETWEEN JANUARY 2015 AND JUNE 2015 TAKEN �\ \ \�_ -I / / / // /� // /// /// �" // T / / 01 I \\ \\\ \� N/A -� 1 \ \\ \\\ \ \\ \\, \ \ \\\ \\\ \ \\ \\�\ \\ \ \ \ / \ // // // / / // / I / // / / / / ! l // // / / / / - I I
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FROM SCS HYDROGEOLOGY. _� \��_�-\ / / / / // // / /% / //// //' //%//'�00// /� / /' \ \\\ \ \ \ \ \\ \ \ \ \ \ \ \\ \ / / // / // ' 1
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6. GROUNDWATER ELEVATIONS BASED ON PIEZOMETER WATER LEVEL \�_ l /IIII / /////// ,�///// I / ( \ /i/ /�////�/ / /- \ I I I \ \ \\ \\ \\\ \IIII\\ \\ \ \\ \\\ \\o \\ \\�\\ \\ ��\-- //////l�//// �l /l / l// //// //�/////' / �� J III I // / / 1 /� //l / / i// / �� - I I \ )
READINGS ON MAY 31, 2017. TOP -OF -BEDROCK ELEVATIONS \ \ \ ( 1 I I I // // / /// / /( (I --_i- /// // // GW: / / / ( ( \ \ \\ \ \\ \ \\\ \ \ \\ \\ \\\ \ \\ �\ \\\��\ \\ \ IIII\ \\ \� \\� \ \\\ �_� // ,/ / / /// // / / / / //% / I / /,/ / /� /
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1. EXISTING TOPOGRAPHY WITHIN PHASES 1 AND 2 OF EXISTING LANDFILL \ \ / y ��-__ _-�-. / %//�-- /// ��� /�//// //'�/�//i ) l �f J// / ///i/ i// `,\\\ \) )) / ' '/ ////// / /� / / ( / / J /�/ I
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CONSULTANTS (IMC JOB NO. 16030); DATE OF AERIAL PHOTOGRAPHY \ \ \ \ / / / / /-- / / / \/ / / /// / / // / / / / // / l ` ` /�/ / / /
FEBRUARY 27, 2016. \ �__ / / / / / / i i / / \ // /j ji/ / jj/ii// /// 7 // / / -� I I / / / / //// / / // /// // /// / / / \\
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2. FEMA FLOODPLAIN INFORMATION FROM NCFLOODMAPS. MAP NUMBERS: \` - // \ \ _ _ / // / / / / �- / / /,/ /�'/ /���/ ��/S�Si� , J , /,./, j/// //// 1 / /- / lI / /l / ,/ / ,// /// /
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DECEMBER 14 2017AUGING DATA SHOWN ON THIS PLAN, COLLECTED ON ,`J,//1 , / /// /// /%' / 11 /// / 00 I I / ��11 %= \ �/� 5 /� , / /, //�/ii i //� j j//j//� j� lI\ �� i' ---/// J J 1I1 / /l /// 11 /// // l 11 / / // I r , \ // /// /j i>
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OBTAINED FROM THE BORING/PIEZOMETER/ WELL LOCATIONS AND I ( ` /// '// .G / /j/ / / / /// // / / ///I IIj��-�(' _ \\\ \\\\\\ \ (\! I I 11 , \ \\\ \ I I� \\\ \\\�\\\l / ��) �� W l,� �llll 11 �lll/llll�/ /� ///�l //�/// //�//, l/j )/ / / j/�/// /\ �/t / - -�
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REFERENCE
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1. EXISTING TOPOGRAPHY WITHIN PHASES 1 AND 2 OF EXISTING LANDFILL
I � � ♦ /—/ // //// �/ / / / — _ —____ I I I ll / / --_ ( l I WAS PROVIDED AT 2-FT CONTOUR INTERVALS BY INDEPENDENT MAPPING
CONSULTANTS IMC JOB NO. 16030 ; DATE OF AERIAL PHOTOGRAPHY
( )
FEBRUARY 27, 2016.
IF/ \\ / ////�/�/ //// / / / / 90 / _---_ I ( I l ^ I � o I I / / I I 2. FEMA FLOODPLAIN INFORMATION FROM NCFLOODMAPS. MAP NUMBERS:
PZ5-17S I, I \ I I l / \ \ \ 1 ` 3710644500J, 3710644600J, 3710645500J, 3710645600J.
/�
3. SEASONAL HIGH WATER TABLE POTENTIOMETRIC CONTOURS ARE
/// INTERPOLATED FROM A CORRELATION OF WELL GAUGING DATA FROM A
/ / / / / /� f \ \ \ ry \ III 1 / O \ \ \ \ \\ \ PERIOD OF 2001-2017. OVER THIS PERIOD, SEASONAL HIGH WATER
// \ \ \ \ I I I N \ \ \ \ LEVELS WERE OBSERVED IN APRIL 2016. THE GEOMETRIC MEAN
+p \ ♦ / \ \ \ \ DIFFERENCE IN WATER TABLE ELEVATIONS BETWEEN THE SEASONAL HIGH
o \ \ \ III I \ \
♦ / �� I 1 \ \\\ \I I I 1 / ' / / / / / / // / \ I \ i/ \ \ \ \ \ \ \ APRIL 2016 DATA AND THE APRIL 2017 DATA WAS 1.3 FEET.
♦ //\I 1 I I I / 300 \ 8+ob\ \ \\ \ B \\ \\ \\ \\ \\ \ \\ CONSERVATIVELY, TWO FEET WERE ADDED TO THE PHASE 5 WATER
---
/ \\\ \\ MW-13S \ TABLE ELEVATIONS MEASURED IN MAY 2017 TO APPROXIMATE THE
roc, GURE6B o \ \ \
�- \ \ \ \ \ \ \ DEPICTED SEASONAL HIGH WATER TABLE SURFACE.
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REFERENCE \ - r - / �- - \\\ �\ �\ \\� ,.�,-- \
x / � --_-1— l— �� _ __ �\� \ Z\\\ -\ \ /� // / '/ / ��'(( -� / \ \ \ \ -�/// -1 \ F\ 1 / I \ v ) ) \\\\ \<^ .
1. EXISTING TOPOGRAPHY WITHIN PHASES 1 AND 2 OF EXISTING LANDFILL WAS /// _ __- '\ �� � ��� \��\�\\� EX/STING LEACHATE /'/ // //� \\\\ , / / O \\ \ \ \ \ ` \ � 111 ! ti^\ \\ I I 1 \ �/- \\\\ \\,
PROVIDED AT 2-FT CONTOUR INTERVALS BY INDEPENDENT MAPPING --- -��� //// _- j / ��� \ \� \ \\� STORAGE AREA /// // / //� \\\ \ / r \ \ I v \ \\\ ��
CONSULTANTS IMC JOB NO. 16030 ; DATE OF AERIAL PHOTOGRAPHY -- _ // / /� \ \ ( Z \ !J- \_ \ I \ (_) \ \ \
( ) / � �\ /� J(y \\ / 1\ /a I\
FEBRUARY 27, 2016. � �_ // _--- "�/� \\ \\ \\\\\�////, r(///// �j // \ \ \( \ ✓ \I I � \ l \ \�_ �- \ �> //
_ / � EXISTING ACCESS ROAD ) ) \ \ \ / / r 1 / / / \\ \\ D I I �_ J ) \ \ i I \ �/
0 2. LIDAR TOPOGRAPHY OUTSIDE OF PHASES 1 AND 2 WAS ACQUIRED FROM NC �� --- /,--- -__-/� fN / \ �\ ��\ ��X/1" /%��/ i� ) \\ \\\ I' O I 1 1(�(r� _ �1/� ( / I�) I- I / /
DOT GIS. � _/ / -_---_ __/� �- ^\, �J�/Z///'//-j� /j�� �� \ 111\1 ( II ( (� - / � �_{ - > /
_ _ //�- //-\ \ \ \ \ 1 / /-_\ \�\\\\�//// // / / //�� \ \`\\\1\ I ( 1 / ) ��\) 1 III I 1 \\� _' �j `3< - � / r_ \ \\ /
3. WETLANDS INFORMATION PROVIDED BY CWS ON AUGUST 8, 2016. / - / �'` \ / \\\\�// / / // 1 I 1 / / // 1 (I \ \\\\ \� \"�� ) / / <3- -\ �/
r / i--' \�,/ \ ` ////- �. \\\ _ // / /// \ )IIII / ( 1 l\ - / \
4. FEMA FLOODPLAIN INFORMATION FROM NCFLOODMAPS. MAP NUMBERS: ,_r I ,/ / �� \�_" // \ /// ��� / /� \\)1 / / ?! ( \ — \\ \ \ 1 \ / >
N / / / / / \\\ / \ / f — / / \) r '\ \ \ - ,\ e�i 1 l
i 3710644500J, 3710644600J, 3710645500J, 3710645600J. --\� I I/ / / / / /'-\�� - / _-- � EXISTING RAILROAD 1 \��/ (l /� \ --/ \\ \ �\ /( \ //
�/ / \ OI ��� / / EXIST/NG LANDFILL II�1/Ill \ \ / / / / 1\\� �\�\� \\�� \\ // \
5. EXISTING PIEZOMETER WELLS WITHIN PHASES 3 AND 4 TAKEN FROM \ I I( / / (/ -� \_-/ /� / \ IIII / / 1 \ \\ ` / \\ \ ( \ , /"- ���
1 I r / \ 1 I \ / \ c� \_� � �� ,/ GAS TREATMENT AREA II IIII \ \ � / / / / v ) J \ \\ \ I I\\\\ 1 \ ° ' / \``_-
HYDROGEOLOGIC INVESTIGATION REPORT PROVIDED BY SCS ENGINEERS, PC. - ' J I -\ I J _ \ �=\ / I( / l / / ! ) \ � _ �i�
2015. I i �,� l \, I ! i \\ /-��- 1 _ \ \ "� � /�i\� �� \ �'� � IVI �) 1 , // // /� /' � \ /\\\�� \ \I i <�/ ( \� �� ��\\_/- — \\��
LEGEND
EXISTING PROPERTY
LINE
EXISTING CONTOUR
MAJOR
EXISTING CONTOUR
MINOR
EXISTING STREAMS
100-YEAR FLOODPLAIN
—
50' WETLANDS BUFFER
EXISTING PHASE BOUNDARY
PROPOSED PHASE 5 BOUNDARY
-
PHASE 5 SHALLOW PIEZOMETER
X PZ5-2S
PHASE 5 DEEP PIEZOMETER
X PZ5-6D
SHALLOW MONITORING WELL
X MW-19S
FOR PHASES 3 AND 4
DEEP MONITORING WELL
X MW-15D
FOR PHASES 3 AND 4
EXISTING PHASES 3 AND 4
BORING/PIEZOMETER
� B-13
AREAS SUSCEPTIBLE TO
FORMING SEEPS
SCALE IN FEET
0 200
400
BEFORE YOU DIGI
CALL 1-800-632-4949
N.C. ONE -CALL CENTER
IT'S THE LAWI
NORTH CAROLINA
BOARD OF EXAMINERS
FOR ENGINEERS AND
SURVEYORS LICENSE
NO. C-3035
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WAS PROVIDED AT 2-FT CONTOUR INTERVALS BY INDEPENDENT MAPPING `'� \_ / / / / // / / / / �� -_ - % ////// ��� / ���///% / 5 /9 ////�� 11\l II/%�/ // // /// /�// ///////// '/////// ' / / / / 1 I Il/j I\(/ \\ \ \� j%/ % / l / /l - W w II
CONSULTANTS IMC JOB N0. 16030 ; DATE OF AERIAL PHOTOGRAPHY D-10 0 �\ / // / // / / / // �' �/ ' - --- / /� /�// / /jj�� � i i� /-j/` l 7 / / //// �% ///�� —I I 1 \/ // / / / / / /// //r // / / ' / / 1 \ r
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3. SEASONAL HIGH WATER TABLE POTENTIOMETRIC CONTOURS ARE �� I / / / /j // // l/l / / / �' // l ( \ 1 ) /� �� / j // /�/ ` / / / l / l/ / / / / / i //\ // /// //�%i--�� `�'' /
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PERIOD OF 2001-2017. OVER THIS PERIOD, SEASONAL HIGH WATER — - \ -J / // / j/ /// / / - _ -- \ �// j/ / �1 \ l%�\ ( ( / �/ / /��/ /// �i//// / I \/ /-- /�lll�/ll ill /Illl l l//// //l�/ ////////////,// /� / //�/// /��' / ��--���/` Z O m
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LEVELS WERE OBSERVED IN APRIL 2016. THE GEOMETRIC MEAN c���`_� / / / r/ �%' //j// / / / ) /l //// // IIIII r l\ l \\ \`\( l�I /(((�(�( �� ((�<��/////( / ( — , %/l//�/�%/////ll/l//l//// / //l//h /// //// //% //// ///I / / / // //j \ Q ?DIFFERENCE IN WATER TABLE ELEVATIONS BETWEEN THE SEASONAL HIGH / / / / / / / �► \!\ \\\ \\ \ \ \ /( \\ \ < �) �� / /// // / / // / / / / / / \ / / /�/%\ ///� \�-----I ` / .G / //// // /�// --> >///�/////o IIj���(' \\\\\\\\\\� (Ill IIII \\\ \\ I 1 \\I\\\\\\�/ �� l��//// //// //lj 11//�/i/�/j///�///////////�/// )/ // // //i/ ,/� >
APRIL 2016 DATA AND THE APRIL 2017 DATA WAS 1.3 FEET. --� I i / / /� // // / / / / /j /�//,// o� /" \ MW- \ \\\ \ \ \ \ l \\ \ \\ \\ \ \\\\ /// /� / / / / / / // / // / /// / / // // // / _- �� ` O w o
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CONSERVATIVELY, TWO FEET WERE ADDED TO THE PHASE 5 WATER / // / / / \\\ / // //
TABLE ELEVATIONS MEASURED IN MAY 2017 TO APPROXIMATE THE \ I \ ~-��� /�// // / // �/ / // /� ) / ' (/ //// // I \\\ / \ \\�\\ \ \ \ \ \\ \\\ \ \\\\\ \\ \� \\\� \� \ \\(� /l//l l l l / / //l/ / //// / //// / \ Q ct a
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TABLES
Civil & Environmental Consultants, Inc.

Table 1
Piezometer/Well Construction and Water Level Data
Preliminary Design Hydrogeologic Investigation
Phase 5 Expansion Area - Anson Waste Management Facility
CEC Project No. 165-276
March 2018
Well
Date Installed
PWR
Depth
PWR
Elev.
Rock
Depth
Rock
Elev.
Well
Depth
Surface
Elev.
TOC
Elevation
TOS
Depth
BOS
Depth
TOS
Elevation
BOS
Elevation
Sand Pack
Well Seal
W. L. TOC
W. L.
Elevation
W L. TOC
W. L.
Elevation
W L. TOC
W. L.
Elevation
W L. TOC
W. L.
Elevation
5/8/2017
5/8/2017
5/31/2017
5/31/2017
11/29/2017
11/29/2017
12/14/2017
12/14/2017
PZ5-ID
4/21/2017
3.5
312.72
18.5
297.72
42.25
316.22
318.86
29
39
287.22
277.22
3042.25
28-30
36.25
282.61
34.48
284.38
40.65
278.21
40.25
278.61
PZ5-2S
4/7/2017
23.5
264.13
41.5
246.13
41.5
287.63
290.05
31.5
41.5
256.13
246.13
2941.5
27-29
6.72
283.33
6.30
283.75
14.79
275.26
14.45
275.60
PZ5-3S
4/7/2017
28.5
259.1
30
257.60
30
287.60
290.19
20
30
267.60
257.60
18-30
16-18
29.85
260.34
29.65
260.54
DRY
DRY
31.16
259.03
PZ54D
5/1/2017
23.5
296.12
27
292.62
44
319.62
322.05
30
40
289.62
279.62
2844
26-28
36.48
285.57
35.65
286.40
40.25
281.80
40.04
282.01
PZ5-5S
4/7/2017
24.5
258.88
26.5
256.88
26.5
283.38
286.53
16.5
26.5
266.88
256.88
14.5-26.5
12-14.5
15.65
270.88
14.26
272.27
17.71
268.82
17.43
269.10
PZ5-5D
5/3/2017
N/A
N/A
20
263.72
35
283.72
286.69
25
35
258.72
248.72
24-35
22-24
10.80
275.89
11.18
275.51
11.71
274.98
11.73
274.96
PZ5-6S
4/10/2017
N/A
N/A
16
254.22
16
270.22
273.93
6
16
264.22
254.22
5-16
3-5
7.81
266.12
8.08
265.85
DRY
DRY
15.35
258.58
PZ5-6D
4/19/2017
N/A
N/A
16
254.60
30
270.60
273.04
20
30
250.60
240.60
18-30
16-18
5.85
267.19
6.12
266.92
17.45
255.59
16.75
256.29
PZ5-7S
4/5/2017
23.5
300.07
58.5
265.07
58.5
323.57
325.98
48.5
58.5
275.07
265.07
46.5-58.5
44-46.5
48.48
277.50
47.95
278.03
52.51
273.47
52.53
273.45
PZ5-8S
4/5/2017
13.5
275.81
22.7
266.61
22.5
289.31
291.80
12.5
22.5
276.81
266.81
10.5-22.5
8-10.5
18.09
273.71
17.78
274.02
21.95
1269.85
21.76
270.04
PZ5-8D
4/20/2017
N/A
N/A
22.7
265.26
44
287.96
290.76
34
44
253.96
243.96
32-44
30-32
14.60
276.16
14.28
276.48
19.30
271.46
19.26
271.50
PZ5-9D
5/2/2017
18.5
290.95
33.5
275.95
57.5
309.45
311.28
47.5
57.5
261.95
251.95
45-57.5
4245
47.80
263.48
42.45
268.83
52.55
258.73
53.11
258.17
PZ5-IOD
5/2/2017
13.5
326.61
28.5
311.61
75
340.11
342.75
65
75
275.11
265.11
63-75
61-63
77.51
265.24
DRY
DRY
DRY
DRY
DRY
DRY
PZ5-IOD-R
11/28/2017
38.5
303.72
58.5
283.72
90
342.22
345.23
70
90
272.22
252.22
68-90
66-68
N/A
N/A
N/A
N/A
77.36
267.87
77.68
267.55
PZ5-IID
4/19/2017
8.5
306.14
23.5
291.14
37
314.64
316.65
27
37
287.64
277.64
25-37
23-25
40.10
276.55
40.07
276.58
40.08
276.57
40.12
276.53
PZ5-12D
5/4/2017
8.5
271.11
9.5
270.11
42
279.61
282.99
32
42
247.61
237.61
3042
28-30
31.70
251.29
30.23
252.76
31.05
251.94
31.06
251.93
PZ5-13D
4/27/2017
23.5
287.64
33.5
277.64
57.5
311.14
313.56
47.5
57.5
263.64
253.64
45-57.5
43-45
48.86
264.70
48.38
265.18
53.30
260.26
52.32
261.24
PZ5-14S
4/5/2017
13.5
315.4
48.5
280.40
47.5
328.90
331.74
37.5
47.5
291.40
281.40
3547.5
33-35
46.35
285.39
DRY
DRY
DRY
DRY
48.50
283.24
PZ5-14D
11/28/2017
13.5
314.4
47
280.90
70
327.90
330.74
50
70
277.90
257.90
48-70
4648
N/A
N/A
N/A
N/A
53.50
277.24
56.36
274.38
PZ5-15S
4/13/2017
N/A
N/A
33.5
241.29
33.5
274.79
277.45
23.5
33.5
251.29
241.29
21-33.5
19-21
18.87
258.58
17.36
260.09
21.89
255.56
21.85
255.60
PZ5-16D
4/27/2017
23.5
286.06
26.5
283.06
40.5
309.56
311.90
30.5
40.5
279.06
269.06
28.5-40.5
26-28.5
29.64
282.26
29.45
282.45
35.90
276.00
37.35
274.55
PZ5-17S
4/11/2017
28.5
257.68
28.5
257.68
28.5
286.18
289.18
18.5
28.5
267.68
257.68
16-28.5
14-16
19.41
269.77
20.81
268.37
26.41
262.77
26.70
262.48
PZ5-18S
4/12/2017
3.5
256.04
13.5
246.04
13.5
259.54
262.42
3.5
13.5
256.04
246.04
2-13
1-2
12.95
249.47
13.01
249.41
14.76
247.66
13.62
248.80
PZ5-19S
4/10/2017
18.5
272.7
38.5
252.70
38.5
291.20
294.27
28.5
38.5
262.70
252.70
26-38.5
24-26
5.65
288.62
7.06
287.21
12.05
282.22
12.05
282.22
PZ5-20S
4/10/2017
13.5
250.47
19
244.97
20
263.97
ND
10
20
253.97
243.97
8-20
6-8
ART
ART
ART
ART
ART
ART
ART
ART
PZ5-20D
5/3/2017
N/A
N/A
19
245.06
34.5
264.06
ND
24.5
34.5
239.56
229.56
22-34.5
20-22
ART
ART
ART
ART
1.04
264.06
0.90
264.06
PZ5-21S
4/13/2017
23.5
266.28
28.5
261.28
28.5
289.78
292.21
18.5
28.5
271.28
261.28
16.5-28.5
14-16.5
26.87
265.34
26.35
265.86
DRY
DRY
30.98
261.23
PZ5-23D
11/13/2017
18.5
297.5
33.5
282.50
45
316.00
319.11
35
45
281.00
271.00
3345
31-33
N/A
N/A
N/A
N/A
41.05
278.06
40.26
278.85
PZ5-24D
11/13/2017
28.5
277.99
33.5
272.99
44
306.49
309.32
34
44
272.49
262.49
3244
31-33
N/A
N/A
N/A
N/A
37.17
272.15
37.04
272.28
PZ5-25S
11/14/2017
N /A
N/A
48.5
270.35
48.5
318.85
321.75
38.5
48.5
280.35
270.35
36.548.5
34.5-36.5
N/A
N/A
N/A
N/A
47.76
273.99
47.95
273.80
PZ5-26D
11/14/2017
28.5
300.25
33.5
295.25
55
328.75
331.99
40
55
288.75
273.75
38-55
36-38
N/A
N/A
N/A
N/A
46.35
285.64
46.36
285.63
PZ5-27D
11/15/2017
33.5
275.82
33.5
275.82
39.5
309.32
312.13
24.5
39.5
284.82
269.82
22.5-39.5
20.5-22.5
N/A
N/A
N/A
N/A
30.56
281.57
30.14
281.99
MW-13S
4/17/2017
28.5
235.61
33.5
230.61
33.5
264.11
266.61
23.5
33.5
240.61
230.61
21-33.5
19-21
6.60
260.01
6.41
260.20
10.22
256.39
10.25
256.36
MW-14D
4/26/2017
10
284.44
12
282.44
36
294.44
296.49
26
36
268.44
258.44
24-36
22-24
12.15
284.34
13.84
282.65
18.59
277.90
18.55
277.94
MW-15D
4/28/2017
33.5
1 297.33
38.5
292.33
54
330.83
332.92
44
54
286.83
276.83
42-54
4042
27.80
305.12
26.59
306.33
46.81
286.11
39.30
293.62
MW-16S
4/17/2017
28.5
289.12
48.5
269.12
48.5
317.62
320.03
38.5
48.5
279.12
269.12
3648.5
34-36
45.16
274.87
45.50
274.53
DRY
DRY
50.60
269.43
MW-17S
4/18/2017
23.5
273.92
28.5
268.92
28.5
297.42
300.58
18.5
28.5
278.92
268.92
16-28.5
14-16
18.41
282.17
20.95
279.63
DRY
DRY
32.14
268.44
MW-18S
4/14/2017
N/A
N/A
13.5
267.20
13.5
280.70
283.60
3.5
13.5
277.20
267.20
2.5-13.5
1-2.5
3.70
1
279.90
3.81
279.79
9.58
274.02
9.31
274.29
MW-19S
4/14/2017
28.5
292.18
36
284.68
36
320.68
323.02
26
36
294.68
284.68
24-36
22-24
31.85
291.17
32.11
290.91
37.21
285.81
34.95
288.07
MW-20S
4/14/2017
28.5
280.5
33
276.00
33
309.00
311.61
1 23
33
1 286.00
276.00
21-33
19-21
18.10
293.51
16.94
294.67
23.55
288.06
23.23
288.38
PWR = Partially Weathered Rock TOC - Top -of -Well Casing TOS = Top -of -Well Screen BOS = Bottom -of -Well Screen
W. L. = Water Level DRY = No measureable water in well ART = Well under artesian flow at the time of gauging N/A = Not applicable

Table 2
Depth -to -Bedrock and Rock Quality Data
Phase 5 Expansion Area - Anson Waste Management Facility
CEC Project No. 165-276
March 2018
Boring
Ground
Elevation
Drill Method
Auger
Refusal
Boring
Depth
Depth to
PWR
Bedrock
Depth
NQ Core
Run 7
Recovery
RQD
PZ5-ID
316.22
Auger/NQ
Coring
18.5
42.25
3.5
18.5
19.0-24.0
4.50 (90%)
1.05 (21%)
24.0-29.0
5.0 (100%)
3.7 (74%)
29.0-34.0
5.0 (100%)
4.9 (98%)
34.0-39.0
5.0 (100%)
3.6 (72%)
PZ5-2S
287.63
Auger
41.5
43.5
23.5
41.5
PZ5-3S
287.6
Auger
30
31.55
28.5
30
PZ5-4D
319.62
Auger/NQ
Coring
27
43.1
23.5
27
27.5-30.0
2.30 (92%)
1.45 (58%)
30.0-35.0
4.30 (86%)
3.85 (77%)
35.0-40.0
4.85 (97%)
4.50 (90%)
40.0-45.0
4.30 (86%)
3.50 (70%)
PZ5-5S
283.38
Auger
26.5
28.5
24.5
26.5
PZ5-5D
283.72
NQ Coring
20
35
N/A
20
17.0-20.0
2.85 (95%)
2.40 (48%)
20.0-25.0
4.20 (84%)
4.20 (84%)
25.0-30.0
4.60 (92%)
3.40 (68%)
30.0-35.0
4.90 (98%)
4.90 (98%)
PZ5-6S
270.22
Auger
16
19.5
N/A
16
PZ5-6D
270.6
Auger/NQ
Coring
16
30.05
N/A
16
18.5-20.0
1.35 (90%)
1.05 (70%)
20.0-25.0
4.60 (92%)
4.20 (84%)
25.0-30.0
4.70 (94%)
4.20 (84%)
PZ5-7S
323.57
Auger
58.5
61.1
23.5
58.5
PZ5-8S
289.31
Auger
22.7
24.65
13.5
22.7
PZ5-8D
287.96
NQ Coring
22.7
48.2
N/A
22.7
24.0-29.0
4.40 (88%)
2.60 (52%)
29.0-34.0
4.85 (97%)
4.00 (80%)
34.0-39.0
4.40 (88%)
3.50 (70%)
39.0-44.0
4.10 (82%)
3.65 (73%)
PZ5-9D
309.45
ACoringQ
Coring
33.5
59.05
18.5
33.5
32.5-37.5
4.90 (98%)
4.30 (86%)
37.5-42.5
5.00 (100%)
4.95 (99%)
42.5-47.5
5.00 (100%)
4.80 (96%)
47.5-42.5
4.80 (96%)
4.60 (92%)
42.5-47.5
5.00 (100%)
4.75 (95%)
PZ5-IOD
340.11
Auger/NQ
Coring
28 5
77.91
13.5
28.5
30.0-35.0
3.45 (69%)
1.10 (22%)
35.0-40.0
4.85 (97%)
3.10 (62%)
40.0-45.0
4.60 (92%)
3.45 (69%)
45.0-50.0
4.20 (84%)
2.55 (51%)
50.0-55.0
4.30 (86%)
3.85 (77%)
55.0-60.0
3.40 (68%)
2.50 (50%)
60.0-65.0
4.60 (92%)
4.50 (90%)
65.0-70.0
4.70 (94%)
4.00 (80%)
70.0-75.0
4.50 (90%)
3.50 (70%)

Table 2
Depth -to -Bedrock and Rock Quality Data
Phase 5 Expansion Area - Anson Waste Management Facility
CEC Project No. 165-276
March 2018
Boring
Ground
Elevation
Drill Method
Auger
Refusal
Boring
Depth
Depth to
PWR
Bedrock
Depth
NQ Core
Run 7
Recovery
RQD
PZ5-10D-R
Auger/NQ
Coring
58.5
90
38.5
58.5
59.0-60.0
0.80 (80%)
0.50 (50%)
60.0-65.0
4.70 (94%)
2.90 (58%)
65.0-70.0
4.35 (87%)
3.65 (73%)
70.0-75.0
4.75 (95%)
4.70 (94%)
75.0-80.0
4.00 (80%)
3.95 (79%)
80.0-85.0
4.70 (94%)
4.70 (94%)
85.0-90.0
4.60 (92%)
3.00 (60%)
PZ5-11D
314.64
ACoringQ
Coring
23.5
40.3
8.5
23.5
22.0-27.0
4.85 (97%)
4.20 (84%)
27.0-32.0
4.60 (92%)
4.40 (88%)
32.0-37.0
4.75 (95%)
4.45 (89%)
PZ5-12D
279.61
Auger/NQ
Coring
9.5
43.5
8.5
9.5
8.50-12.0
3.40 (97%)
3.00 (86%)
12.0-17.0
4.10 (82%)
1.70 (34%)
17.0-22.0
4.90 (98%)
3.80 (76%)
22.0-27.0
3.50 (70%)
3.20 (64%)
27.0-32.0
4.30 (86%)
1.95 (39%)
32.0-37.0
4.10 (82%)
3.20 (64%)
37.0-42.0
4.25 (85%)
3.75 (75%)
PZ5-13D
311.14
Auger/NQCoring
33.5
59.3
23.5
33.5
34.0-37.5
2.90 (83%)
1.85 (53%)
37.5-42.5
5.00 (100%)
4.70 (94%)
42.5-47.5
4.80 (96%)
4.65 (93%)
47.5-52.5
4.85 (97%)
4.50 (90%)
52.5-57.5
4.70 (94%)
3.60 (72%)
PZ5-14S
328.9
Auger
48.5
48.8
13.5
48.5
PZ5-14D
NQ Coring
46.5
70
13.5
46.5
47.0-50.0
2.90 (96%)
2.45 (81%)
50.0-55.0
4.30 (86%)
3.80 (76%)
55.0-60.0
4.80 (96%)
3.95 (79%)
60.0-65.0
4.25 (85%)
3.30 (66%)
65.0-70.0
5.00 (100%)
5.00 (100%)
PZ5-15S
274.79
Auger
33.5
35.7
N/A
33.5
PZ5-16D
309.56
Auger/NQ
Coring
26.5
42.6
23.5
26.5
26.5-30.5
4.00 (100%)
3.40 (85%)
30.5-35.5
4.60 (92%)
3.05 (61%)
35.5-40.5
5.00 (100%)
4.65 (93%)
PZ5-17S
286.18
Auger
28.5
30
25.5
28.5
PZ5-18S
259.54
Auger
13.5
16.95
3.5
13.5
PZ5-19S
291.2
Auger
38.5
40
18.5
38.5
PZ5-20S
263.97
Auger
19
20
13.5
19

Table 2
Depth -to -Bedrock and Rock Quality Data
Phase 5 Expansion Area - Anson Waste Management Facility
CEC Project No. 165-276
March 2018
Boring
Ground
Elevation
Drill Method
Auger
Refusal
Boring
Depth
Depth to
PWR
Bedrock
Depth
NQ Core
Run
Recovery
RQD
PZ5-20D
264.06
NQ Coring
19
34.3
N/A
19
17.5-19.3
1.05 (58%)
0.95 (53%)
19.3-24.3
4.80 (96%)
4.00 (80%)
24.3-29.3
5.00 (100%)
4.95 (99%)
29.3-34.3
4.90 (98%)
4.80 (96%)
PZ5-21S
289.78
Auger
28.5
31.05
23.5
28.5
PZ5-21D
342.22
Auger/NQ
Coring
58.5
90
23.5
58.5
60-65
4.58 (92%)
2.83 (57%)
65-70
4.42 (88%)
3.71 (74%)
70-75
4.75 (95%)
4.71 (94%)
75-80
4.00 (80%)
3.92 (78%)
80-85
4.71 (94%)
4.71 (94%)
85-90
4.58 (92%)
3.00 (60%)
PZ5-23D
Auger/NQ
Coring
33.5
45
18.5
33.5
34.0-35.0
1.00 (100%)
1.00 (100%)
35.0-37.0
1.90 (95%)
2.40 (80%)
37.0-40.0
2.80 (93%)
2.70 (90%)
40.0-45.0
4.80 (96%)
4.80 (96%)
PZ5-24D
Auger/NQ
Coring
33.5
44
28.5
33.5
34.0-39.0
3.50 (70%)
1.90 (38%)
39.0-44.0
4.00 (80%)
2.00 (40%)
PZ5-25S
Auger
48.5
48.5
48.5
48.5
PZ5-26D
Auger/NQ
Coring
33.5
55
28.5
33.5
34.0-35.0
0.35 (35%)
0.35 (35%)
35.0-40.0
4.40 (88%)
4.00 (80%)
40.0-45.0
4.70 (94%)
2.90 (83%)
45.0-50.0
5.00 (100%)
3.40 (68%)
50.0-55.0
4.95 (99%)
4.80 (96%)
PZ5-27D
Auger/NQ
Coring
33.5
39.5
28.5
33.5
30.0-34.5
1.80 (45%)
3.40 (75%)
34.5-39.5
4.80 (96%)
2.60 (52%)
MW-13S
264.11
Auger
33.5
35.8
28.5
33.5
MW-14D
294.44
Auger/NQ
Coring
12
35.4
10
12
12.0-16.0
4.00 (100%)
4.00 (100%)
16.0-21.0
5.00 (100%)
5.00 (100%)
21.0-26.0
5.00 (100%)
3.80 (76%)
26.0-31.0
5.00 (100%)
5.00 (100%)
31.0-36.0
4.85 (97%)
4.85 (100%)
MW-15D
330.83
oring
ACoringQ
C
38.5
57.65
33.5
38.5
39.0-44.0
5.00 (100%)
2.00 (40%)
44.0-49.0
5.00 (100%)
2.75 (55%)
49.0-54.0
5.00 (100%)
1.80 (36%)
MW-16S
317.62
Auger
48.5
49.65
28.5
48.5
MW-17S
297.42
Auger
28.5
30
23.5
28.5
MW-18S
280.7
Auger
13.5
16.1
N/A
13.5
MW-19S
320.68
Auger
36
38.45
28.5
36
MW-20S
309
Auger
33
35.85
28.5
33
PWR = Partially Weathered Rock RQD = Rock Quality Designation (Measured in Feet)

Table 3
Historical Water Level Data
Existing Landfill Detection Monitoring Well Network
Design Hydrogeologic Investigation
Phase 5 Expansion Area - Anson Waste Management Facility
CEC Project No.165-276
March 2018
Well
Well
Depth
TOC
Elevation
Max. W. L.
Elev. from
2001 and
2015 *
Date
Observed
W. L.
TOC
W. L.
Elevation
W. L.
TOC
W. L.
Elevation
W. L.
TOC
W. L.
Elevation
W. L.
TOC
W. L.
Elevation
W. L.
TOC
W. L.
Elevation
W. L.
TOC
W. L.
Elevation
W. L.
TOC
W. L.
Elevation
W. L.
TOC
W. L.
Elevation
W. L.
TOC
W. L.
Elevation
W. L.
TOC
W. L.
Elevation
W. L.
TOC
W. L.
Elevation
W. L.
TOC
W. L.
Elevation
11/16/09
11/16/09
12/13/10
12/13/10
4/16/12
4/16/12
4/15/13
4/15/13
10/14/13
10/14/13
10/28/14
10/28/14
4/20/15
1 4/20/15
10/22/15
10/22/15
4/4/16
4/4/16
10/20/16
10/20/16
4/26/17
4/26/17
10/24/17
10/24/17
Shallow Wells
MW-2S
22.5
318.00
304.99
4/20/15
15.45
302.55
18.35
299.65
14.39
303.61
13.75
304.25
14.39
303.61
16.40
301.60
13.01
304.99
14.44
303.56
12.67
305.33
14.50
303.50
14.22
303.78
17.35
300.65
MW-3S
38.8
295.87
292.09
4/20/15
12.60
283.27
13.45
282.42
10.33
285.54
5.31
290.56
9.30
286.57
9.07
286.80
3.78
292.09
6.71
289.16
5.39
290.48
8.71
287.16
7.18
288.69
9.36
286.51
MW-4S
43.6
294.29
286.05
4/20/15
15.75
278.54
15.18
279.11
14.52
279.77
12.49
281.80
12.39
281.90
11.01
283.28
8.24
286.05
10.10
284.19
8.56
285.73
10.12
284.17
9.41
284.88
11.66
282.63
MW-5S
40.5
282.15
275.95
4/20/15
12.73
269.42
12.57
269.58
11.38
270.77
9.48
272.67
9.46
272.69
8.25
273.90
6.20
275.95
7.51
274.64
5.39
276.76
6.82
275.33
6.39
275.76
8.17
273.98
MW-8S
35.5
311.85
299.64
5/5/03
19.63
292.22
19.96
291.89
19.68
292.17
17.34
294.51
17.71
294.14
19.76
292.09
16.61
295.24
19.16
292.69
16.32
295.53
19.94
291.91
19.34
292.51
21.78
290.07
MW-9
27.7
274.58
NM
N/A
N/A
N/A
N/A
N/A
15.61
258.97
18.42
256.16
16.57
258.01
14.55
260.03
16.75
257.83
14.92
259.66
13.92
260.66 1
15.42
259.16
14.81
259.77
16.04
258.54
Deep Wells
MWAD
17.2
309.69
293.95
5/5/03
20.60
289.09
21.46
288.23
20.75
88.94
17.77
291.92
20.11
289.58
22.35
287.34
16.82
292.87
21.16
288.53
18.02
291.67
22.56
287.13
20.43
289.26
19.10
290.59
MW-2D
30.0
317.74
305.37
5/l/07
19.45
298.29
19.13
298.61
17.7200.02
17.30
300.44
17.02
300.72
18.71
299.03
16.06
301.68
17.78
299.96
14.95
302.79
17.31
300.43
15.58
302.16
19.19
298.55
MW-3D
30.5
295.60
289.51
4/20/15
13.41
282.19
13.33
282.27
11.9283.68
r270.93
9.74
285.86
9.60
286.00
9.00
286.60
6.09
289.51
6.12
289.48
6.11
289.49
8.87
286.73
7.88
287.72
10.31
285.29
MW-4D
15.0
294.16
285.48
4/20/15
16.03
278.13
15.68
278.48
15.2678.90
13.17
280.99
12.85
281.31
11.23
282.93
8.68
10.31
283.85
8.72
285.44
10.22
283.94
9.73
284.43
11.91
282.25
MW-5D
30.2
281.94
276.26
4/20/15
12.10
269.84
12.31
269.63
11.01
9.01
272.93
9.14
272.80
8.01
273.93
5.68
276.26
7.21
274.73
5.26
276.68
6.67
275.27
5.11
276.83
8.19
273.75
MW-8D
15.8
311.61
297.60
5/5/03
20.04
291.57
20.64
290.97
18.62
292.99
15.79
295.82
16.99
294.62
19.68
291.93
16.02
295.59
18.52
293.09
15.85
295.76
19.32
292.29
18.85
292.76
2.89
308.72
W. L. = Water Level TOC - Top -of -Well Casing
Note 1: TOC elevations from Table 1 of the Baseline Sampling Report dated June 2011 by Almes & Associates, Inc. except MW-9 provided by Lawrence
Associates.
Note 2: Depth -to -water measurements collected by Prism Laboratories, Inc. (2009 to 2014) or S&ME in the indicated month and year.
* Data from SCS Engineers Design Hydrogeologic Investigation Report - Anson Waste Management Facility Phase 3 and 4, October 5, 2015.
4/20/15 W.L. -
4/26/17 W.L.
4/4/16 W.L. -
4/26/17 W.L.
Diff
GM
Diff.
I GM
1.21
173
1.55
1.36
3.40
1.79
1.17
0.85
0.19
1.00
2.4
3.02
1.9.30
0.89
Diff. = Difference
G.M. = Geometric Mean

APPENDIX A
PHASE 5 BORING LOGS
Civil & Environmental Consultants, Inc.

Civil & Environmental Consultants, Inc. BORING NUMBER MW-13S
PAGE 1 OF 2
,H�� 1900 A Center Park Drive
Charlotte, NC 28217
CLIENT Anson Waste Management Facility PROJECT NAME Phase 5 Landfill Expansion Area
PROJECT NUMBER 165-276 PROJECT LOCATION Anson County, NC
DATE STARTED 4/17/17 COMPLETED 4/17/17 GROUND ELEVATION 264.11 ft BACKFILL
DRILLING CONTRACTOR Summit Engineering WATER LEVELS:
DRILLING METHOD Hollow Stem Auger BEFORE CORING NA
CEC REP MBG CHECKED BY EHS TAT END OF DRILLING 6.2 ft / Elev 257.9 ft
NOTES 528hrs AFTER DRILLING 6.6 ft / Elev 257.5 ft
0
~
>
w
U
o O
Q�
0
MATERIAL DESCRIPTION
=
a
wv
0
w
}
Lu
J
a5
2 Z
<
o
>-
w 0
0-
0
W
U w
0? Q
m0>
0 z
A SPT N VALUE A
20 40 60 80
PL LL
20 40 60 80
❑ FINES CONTENT (%) ❑
20 40 60 80
260
Light brown to orange clayey SILT, dry, soft, (RESIDUAL SOIL)
Dark red to gray SILT, dry, dense, (RESIDUAL SOIL)X
Dark red to dark gray SILT, dry, hard, (WEATHERED ROCK)
Dark red SILT, moist-, hard, (WEATHERED ROCK)
Gray sandy SILT, moist-, hard, (WEATHERED ROCK)
Dark gray to dark red SILT, moist-, dense, (WEATHERED ROCK)
Dark gray to dark red SILT, wet, hard, Wet split spoon.,
(WEATHERED ROCK)
5
SS
1
100
2-1-1
(2)
SS
2
83
9-16 30
(46)
255
10
SS
3
15
24-50-2
(52)
250
15
SS
4
55
32-50-4
(54)
245
20
SS
5
15
50-5
240
25
SS
6
43
24-13-29
(42)
235
30
SS
7
20
50-3
230
-M
35
___F_Dark
gray ROCK FRAGMENTS, wet, hard, (ROCK)
n
SS
_T7
(Continued Next Page)

BORING NUMBER MW-13S
- ` Civil & Environmental Consultants, Inc.
,- 1900 A Center Park Drive PAGE 2 OF 2
' �A Charlotte, NC 28217
CLIENT Anson Waste Management Facility PROJECT NAME Phase 5 Landfill Expansion Area
PROJECT NUMBER 165-276 PROJECT LOCATION Anson County, NC
w
o
A SPT N VALUE A
0
U
}
U) w
20 40 60 80
~
0-0
=
a
Lu
w 0
0 ? Q
PL �L
>
Q�
MATERIAL DESCRIPTION
wv
J
0�
�
o
2 Z
0
m0>
0 z
20 40 60 80
w
<
El FINES CONTENT (%) El
35
20 40 60 80
Bottom of boring at 35.8 feet.

BORING NUMBER MW-14D
& Environmental Consultants, Inc.
PAGE 1 OF 2
fj_j_A_Civil
��� 1900 A Center Park Drive
Charlotte, NC 28217
CLIENT Anson Waste Management Facility PROJECT NAME Phase 5 Landfill Expansion Area
PROJECT NUMBER 165-276 PROJECT LOCATION Anson County, NC
DATE STARTED 4/3/17 COMPLETED 4/26/17 GROUND ELEVATION 294.44 ft BACKFILL
DRILLING CONTRACTOR Summit Engineering WATER LEVELS:
DRILLING METHOD Hollow Stem Auger & NQ Core Z-7 BEFORE CORING 12.0 ft / Elev 282.4 ft
CEC REP EHS CHECKED BY EHS AT END OF DRILLING NA
NOTES Temp. piezometer dry at AR (12' bgs). Core to water table. 288hrs AFTER DRILLING 12.2 ft / Elev 282.3 ft
w
o
A SPT N VALUE A
p
U
=
}
U w
20 40 60 80
PLMC �L
~
>
o_ OO
MATERIAL DESCRIPTION
a
Lu
J
w 0
p? Q
Q�
0
wv
o-D
O-
U
MO>
20 40 60 80
El FINES CONTENT (%) El
w
2Z
<
W
UZ
0
20 40 60 80
Red to brown clayey SILT, dry, soft, (RESIDUAL SOIL)
SS
2-2-2
1
100
(4)
290
Graytobrown mottled SILT, dry, stiff, Slaty cleavage., (RESIDUAL
5X
SS
2
100
6-10 16
(26)
285
Gray to tan mottled SILT, dry, hard, Mn staining., (WEATHERED
ROCK)
10
SS
31-50-5
3
33
(55)
- Gray ROCK FRAGMENTS, dry, hard, (ROCK)
SS
0
50-0
280
15
4
Gray SILTSTONE, fresh, massive, Highly competent gray siltstone.
NQ
100
1
(100)
275
20
Gray SILTSTONE, fresh, massive, Semi -competent rock with horizontal
fractures.
NQ
100
270
25
2
(100)
Gray SILTSTONE, moderately weathered, slightly broken, massive,
Semi -competent rock with horizontal fractures.
NQ
100
265
30
3
(76)
Gray SILTSTONE, fresh, massive, Highly competent gray siltstone.
NQ
100
260
35
4
(100)
(Continued Next Page)

BORING NUMBER MW-14D
- ` Civil & Environmental Consultants, Inc.
,- 1900 A Center Park Drive PAGE 2 OF 2
' �A Charlotte, NC 28217
CLIENT Anson Waste Management Facility PROJECT NAME Phase 5 Landfill Expansion Area
PROJECT NUMBER 165-276 PROJECT LOCATION Anson County, NC
w
o
A SPT N VALUE A
0
U
}
U) w
20 40 60 80
~
0-0
=
a
Lu
w 0
0 ? Q
PL �L
>
Q�
MATERIAL DESCRIPTION
wv
J
0�
�
o
2 Z
0
m0>
0 z
20 40 60 80
w
<
w
ElFINES CONTENT (%) El
35
co
20 40 60 80
Gray SILTSTONE, fresh, massive, Highly competent gray siltstone.
Bottom of boring at 35.4 feet.
NQ
97
5
(97)

fff—J—A—Civil & Environmental Consultants, Inc. BORING NUMBER MW-15D
��� 1900 A Center Park Drive PAGE 1 OF 2
Charlotte, NC 28217
CLIENT Anson Waste Management Facility PROJECT NAME Phase 5 Landfill Expansion Area
PROJECT NUMBER 165-276 PROJECT LOCATION Anson County, NC
DATE STARTED 4/28/17 COMPLETED 4/28/17 GROUND ELEVATION 330.83 ft BACKFILL
DRILLING CONTRACTOR Summit Engineering WATER LEVELS:
DRILLING METHOD Hollow Stem Auger & NQ Core Z-7 BEFORE CORING 38.5 ft / Elev 292.3 ft
CEC REP EHS CHECKED BY EHS AT END OF DRILLING NA
NOTES 240hrs AFTER DRILLING 27.8 ft / Elev 303.0 ft
0
~
>
w
U
o O
Q�
0
MATERIAL DESCRIPTION
=
a
wv
0
w
}
Lu
J
a5
2 Z
<
o
>-
w 0
0-
0
W
U w
0? Q
m0>
0 z
A SPT N VALUE A
20 40 60 80
PL LL
20 40 60 80
❑ FINES CONTENT (%) ❑
20 40 60 80
330
Tan to gray sandy SILT, dry, hard, (WEATHERED ROCK)
325
Yellow to tan to orange mottled SILT, with sandy, silt dry, hard,
5
SS
1
10
50-4
320
(WEATHERED ROCK)
Tan to gray sandy SILT, dry, dense, (WEATHERED ROCK)
10
SS
2
100
39-50 2
(52)
315
Tan sandy SILT, with rock fragments, dry, dense, (WEATHERED
15
SS
3
100
14-32-50-2
(82)
310
ROCK)
Tan ROCK FRAGMENTS, dry, hard, (WEATHERED ROCK)
20
SS
4
10
50-2
305
25
SS
5
0
50-2
Tan to gray cemented SILT, dry, hard, (WEATHERED ROCK)
300
Tan to gray cemented SILT, dry, hard, (WEATHERED ROCK)
30
SS
6
7
37-36-50-4
(86)
35
SS
(Continued Next Page)

BORING NUMBER MW-15D
& Environmental Consultants, Inc.
PAGE 2OF2
fj_j_A_Civil
��� 1900 A Center Park Drive
Charlotte, NC 28217
CLIENT Anson Waste Management Facility PROJECT NAME Phase 5 Landfill Expansion Area
PROJECT NUMBER 165-276 PROJECT LOCATION Anson County, NC
w
o
A SPT N VALUE A
0
U
=
}
U) w
20 40 60 80
PL LL
~
>
o O
MATERIAL DESCRIPTION
a
Lu
J
w 0
0? Q
Q�
wv
o-5
0-
m0>
20 40 60 80
0
2 Z
0
0 Z
w
<
ElFINES CONTENT (%) El
35
co
20 40 60 80
295
50-0
Tan to gray cemented SILT, dry, hard, (WEATHERED ROCK)
40
SS
0
50-0
45
290
Gray SILTSTONE, moderately weathered, slightly broken, massive,
8
Very fractured to competent gray siltstone with high angle and
285
sub -horizontal fractures.
NQ
100
1
(40)
Gray SILTSTONE, slightly weathered, massive, Semi -competent gray
50
siltstone with mostly sub -horizontal fractures.
280
NQ
100
2
(55)
Gray SILTSTONE, fresh, broken, massive, Competent gray siltstone
55
but highly fractured sub -horizontal and vertically.
275
NQ
100
3
(36)
Bottom of boring at 57.7 feet.

fj_j_A_Civil & Environmental Consultants, Inc. BORING NUMBER MW-16S
PAGE 1 OF 2
��� 1900 A Center Park Drive
Charlotte, NC 28217
CLIENT Anson Waste Management Facility PROJECT NAME Phase 5 Landfill Expansion Area
PROJECT NUMBER 165-276 PROJECT LOCATION Anson County, NC
DATE STARTED 4/17/17 COMPLETED 4/17/17 GROUND ELEVATION 317.62 ft BACKFILL
DRILLING CONTRACTOR Summit Engineering WATER LEVELS:
DRILLING METHOD Hollow Stem Auger BEFORE CORING NA
CEC REP MBG CHECKED BY EHS TAT END OF DRILLING 47.8 ft / Elev 269.8 ft
NOTES 504hrs AFTER DRILLING 45.2 ft / Elev 272.5 ft
0
~
>
w
U
o O
Q�
0
MATERIAL DESCRIPTION
=
a
wv
0
w
}
Lu
J
a5
2 Z
<
o
w 0
0-
0
W
U w
0? Q
m0>
0 z
A SPT N VALUE A
20 40 60 80
PL LL
20 40 60 80
El FINES CONTENT (%) El
20 40 60 80
315
Orange to tan to black SILT, dry, soft, (RESIDUAL SOIL)
SS
1
100
3-4-4
(8)
SGray
OIL) o tan to red SILT, trace rock fragments, dry, stiff, (RESIDUAL
5
SS
2
88
10-12-12
(24)
310
Orange to white SILT, trace rock fragments, dry, soft, (RESIDUAL
SOIL)
10
SS
3
87
15-15-19
(34)
305
Orange to white to red SILT, trace rock fragments, moist-, soft,
(RESIDUAL SOIL)
15
SS
4
87
6-7-6
(13)
300
Orange to white to red SILT, trace rock fragments, moist-, soft,
(RESIDUAL SOIL)
20
SS
5
57
5-7-14
(21)
295
Tan to gray to orange SILT, dry, soft, (RESIDUAL SOIL)
25
SS
6
57
3-10-12
(22)
290
Orange to gray SILT, dry, hard, Black streaks present.,
(WEATHERED ROCK)
30
SS
7
20
50-6
285
Light gray cemented SILT, trace rock fragments, dry, dense,
WSS
(WEATHERED ROCK)
35
(Continued Next Page)

fff—J—A—Civil & Environmental Consultants, Inc. BORING NUMBER MW-16S
��� 1900 A Center Park Drive PAGE 2OF2
Charlotte, NC 28217
CLIENT Anson Waste Management Facility PROJECT NAME Phase 5 Landfill Expansion Area
PROJECT NUMBER 165-276 PROJECT LOCATION Anson County, NC
p
~
>
w
U
o O
Q�
0
MATERIAL DESCRIPTION
=
a
wv
35
w
Lu
J
o-D
2Z
<
co
o
}
w 0
O-
U
U) w
p? Q
MO>
UZ
A SPT N VALUE A
20 40 60 80
PLMC LL
20 40 60 80
ElFINES CONTENT (%) El
20 40 60 80
280
Light gray to orange SILT, dry, dense, (WEATHERED ROCK)
40
SS
9
20
50-6
275
Light gray to tan SILT, moist, dense, (WEATHERED ROCK)
45
10
10
50-4
270
1
Tan cemented SILT, trace rock fragments, wet, hard, Wet split
spoon., (ROCK)
Bottom of boring at 49.7 feet.
S
10
50-2

fj_j_A_Civil & Environmental Consultants, Inc. BORING NUMBER MW-17S
��� 1900 A Center Park Drive PAGE 1 OF 1
Charlotte, NC 28217
CLIENT Anson Waste Management Facility PROJECT NAME Phase 5 Landfill Expansion Area
PROJECT NUMBER 165-276 PROJECT LOCATION Anson County, NC
DATE STARTED 4/18/17 COMPLETED 4/18/17 GROUND ELEVATION 297.42 ft BACKFILL
DRILLING CONTRACTOR Summit Engineering WATER LEVELS:
DRILLING METHOD Hollow Stem Auger BEFORE CORING NA
CEC REP MBG CHECKED BY EHS TAT END OF DRILLING 26.9 ft / Elev 270.5 ft
NOTES 7-480hrs AFTER DRILLING 18.4 ft / Elev 279.0 ft
0
~
>
w
U
o O
w
0
MATERIAL DESCRIPTION
=
a
w v
0
w
Lu
J
a 5
2 Z
<
CO
o
}
w 0
0-
0
w
U) w
0? Q
m 0>
0 z
A SPT N VALUE A
20 40 60 80
PL LL
20 40 60 80
ElFINES CONTENT (%) El
20 40 60 80
295
Orange SILT, dry, soft, (RESIDUAL SOIL)
K�js
100
2-1-2
(3)
Orange SILT, dry, dense, (WEATHERED ROCK)
5
X
SS
2
38
21-35-38
(73)
290
Tan SILT, trace rock fragments, dry, dense, (WEATHERED ROCK)
10
SS
F3
87
14-16-29
(45)
285
Tan cemented SILT, dry, dense, (WEATHERED ROCK)
15
SS
4
57
35-40-50
(90)
280
Tan cemented SILT, trace rock fragments, dry, dense,
(WEATHERED ROCK)
20
LS5S26-30
43
42
(72)
275
Tan cemented SILT, trace rock fragments, dry, dense,
(WEATHERED ROCK)
25
SS
6
10
50-1
270
=
Tan ROCK FRAGMENTS, moist-, hard, (ROCK)
Bottom of boring at 30.0 feet.
30
LSS
0
50 0

fff—J—A—Civil & Environmental Consultants, Inc. BORING NUMBER MW-18S
��� 1900 A Center Park Drive PAGE 1 OF 1
Charlotte, NC 28217
CLIENT Anson Waste Management Facility PROJECT NAME Phase 5 Landfill Expansion Area
PROJECT NUMBER 165-276 PROJECT LOCATION Anson County, NC
DATE STARTED 4/14/17 COMPLETED 4/14/17 GROUND ELEVATION 280.70 ft BACKFILL
DRILLING CONTRACTOR Summit Engineering WATER LEVELS:
DRILLING METHOD Hollow Stem Auger BEFORE CORING NA
CEC REP MBG CHECKED BY EHS TAT END OF DRILLING 3.3 ft / Elev 277.4 ft
NOTES 576hrs AFTER DRILLING 3.7 ft / Elev 277.0 ft
0
~
>
w
U
o O
Q�
0
MATERIAL DESCRIPTION
=
a
wv
0
w
Lu
J
o-5
2 Z
<
o
}
w 0
0-
0
W
U) w
0? Q
m0>
0 z
A SPT N VALUE A
20 40 60 80
PL LL
20 40 60 80
El FINES CONTENT (%) El
20 40 60 80
280
Light brown sandy SILT, wet, soft, (RESIDUAL SOIL)
KSS
1
100
1-1-2
(3)
Tan to orange SILT, wet, soft, (RESIDUAL SOIL)
5
SS
2
100
1-4-4
(8)
275
Light gray CLAY, wet, soft, (RESIDUAL SOIL)
270
------------------------------
Gray ROCK FRAGMENTS, wet, hard, (ROCK)
10
SS
3
100
5-5-8
(13)
265
Bottom of boring at 16.1 feet.
15
SS
4
0
50-0

fj_j_A_Civil & Environmental Consultants, Inc. BORING NUMBER MW-19S
PAGE 1 OF 2
��� 1900 A Center Park Drive
Charlotte, NC 28217
CLIENT Anson Waste Management Facility PROJECT NAME Phase 5 Landfill Expansion Area
PROJECT NUMBER 165-276 PROJECT LOCATION Anson County, NC
DATE STARTED 4/14/17 COMPLETED 4/14/17 GROUND ELEVATION 320.68 ft BACKFILL
DRILLING CONTRACTOR Summit Engineering WATER LEVELS:
DRILLING METHOD Hollow Stem Auger BEFORE CORING NA
CEC REP MBG CHECKED BY EHS TAT END OF DRILLING 35.9 ft / Elev 284.8 ft
NOTES 576hrs AFTER DRILLING 31.9 ft / Elev 288.8 ft
0
~
>
w
U
o O
Q�
0
MATERIAL DESCRIPTION
=
a
wv
0
w
}
Lu
J
o-5
2 Z
<
o
w 0
0-
0
W
U w
0? Q
m0>
0 z
A SPT N VALUE A
20 40 60 80
PL LL
20 40 60 80
El FINES CONTENT (%) El
20 40 60 80
320
Orange SILT, trace rock fragments, dry, soft, (RESIDUAL SOIL)
SS
1
100
2-3-4
(7)
Tan to gray cemented SILT, moist-, dense, (WEATHERED ROCK)
SS
13-32-50-5
5
2
100
(82)
315
Tan to gray cemented SILT, moist-, dense, (WEATHERED ROCK)
310
Tan to gray cemented SILT, moist-, dense, (WEATHERED ROCK)
10
SS
3
33
31-50-3
(53)
AL
305
Tan to gray to red cemented SILT, moist-, dense, (WEATHERED
15
SS
4
0
50-4
300
ROCK)
Tan to orange gravelly SILT, with rock fragments, moist-, hard,
20
SS
5
20
25-50-4
(54)
295
(WEATHERED ROCK)
Tan to orange gravelly SILT, with rock fragments, moist-, hard,
25
SS
6
20
30 50 4
(54)
290
(WEATHERED ROCK)
17
30
SS
7
20
50-6
Tan ROCK FRAGMENTS, dry, hard, (WEATHERED ROCK)
35
SS
(Continued Next Page)

BORING NUMBER MW-19S
- ` Civil & Environmental Consultants, Inc.
,- 1900 A Center Park Drive PAGE 2 OF 2
' �A Charlotte, NC 28217
CLIENT Anson Waste Management Facility PROJECT NAME Phase 5 Landfill Expansion Area
PROJECT NUMBER 165-276 PROJECT LOCATION Anson County, NC
w
o
A SPT N VALUE A
0
U
}
U) w
20 40 60 80
~
0-0
=
a
Lu
w 0
0 ? Q
PL �L
>
MATERIAL DESCRIPTION
w v
J
0�
w
0
o
2Z
U
m 0>
UZ
20 40 60 80
w
<
ElFINES CONTENT (%) El
35
co
20 40 60 80
285
1
Tan ROCK FRAGMENTS, dry, hard, (ROCK)
SS
0
50-0
9
Bottom of boring at 38.5 feet.

fj_j_A_Civil & Environmental Consultants, Inc. BORING NUMBER MW-20S
PAGE 1 OF 2
��� 1900 A Center Park Drive
Charlotte, NC 28217
CLIENT Anson Waste Management Facility PROJECT NAME Phase 5 Landfill Expansion Area
PROJECT NUMBER 165-276 PROJECT LOCATION Anson County, NC
DATE STARTED 4/14/17 COMPLETED 4/14/17 GROUND ELEVATION 309.00 ft BACKFILL
DRILLING CONTRACTOR Summit Engineering WATER LEVELS:
DRILLING METHOD Hollow Stem Auger BEFORE CORING NA
CEC REP MBG CHECKED BY EHS TAT END OF DRILLING 18.7 ft / Elev 290.3 ft
NOTES 576hrs AFTER DRILLING 18.1 ft / Elev 290.9 ft
0
~
>
w
U
o O
Q�
0
MATERIAL DESCRIPTION
=
a
wv
0
w
}
Lu
J
o-5
2 Z
<
o
w 0
0-
0
W
U w
0? Q
m0>
0 z
A SPT N VALUE A
20 40 60 80
PL LL
20 40 60 80
El FINES CONTENT (%) El
20 40 60 80
305
Orange to tan clayey SILT, trace rock fragments, dry, soft,
(RESIDUAL SOIL)
Orange SILT, dry, soft, (RESIDUAL SOIL)
Gray to orange clayey SILT, dry, hard, (WEATHERED ROCK)
Dark gray to orange cemented SILT, dry, hard, (WEATHERED
ROCK)
1 Light gray sandy SILT, moist, soft, (RESIDUAL SOIL)
Dark red to light gray SILT, moist-, soft, (RESIDUAL SOIL)
Orange to gray sandy SILT, moist, hard, (WEATHERED ROCK)
Orange to gray SILT, with rock fragments, wet, hard, Wet split
spoon., (ROCK)
5
SS
1
100
2-3-3
(6)
X2
SS
100
6-8-11
(19)
300
10
SS
3
100
11-8-12
(20)
295
15
SS
4
33
15-32-46
(78)
290
20
SS
5
80
22-24-20
(44)
285
25
SS
6
50
8-27-50-3
(77)
280
30
SS
7
20
50-2
275
35
SS
10
50-0
(Continued Next Page)

BORING NUMBER MW-20S
- ` Civil & Environmental Consultants, Inc.
,- 1900 A Center Park Drive PAGE 2 OF 2
' �A Charlotte, NC 28217
CLIENT Anson Waste Management Facility PROJECT NAME Phase 5 Landfill Expansion Area
PROJECT NUMBER 165-276 PROJECT LOCATION Anson County, NC
w
o
A SPT N VALUE A
0
U
}
U) w
20 40 60 80
~
0-0
=
a
Lu
w 0
0 ? Q
PL �L
>
Q�
MATERIAL DESCRIPTION
wv
J
0�
�
o
2 Z
0
m0>
0 z
20 40 60 80
w
<
w
ElFINES CONTENT (%) El
35
co
20 40 60 80
Bottom of boring at 35.9 feet.

BORING NUMBER PZ5-1 D
& Environmental Consultants, Inc.
PAGE 1 OF 2
fj_j_A_Civil
��� 1900 A Center Park Drive
Charlotte, NC 28217
CLIENT Anson Waste Management Facility PROJECT NAME Phase 5 Landfill Expansion Area
PROJECT NUMBER 165-276 PROJECT LOCATION Anson County, NC
DATE STARTED 4/10/17 COMPLETED 4/21/17 GROUND ELEVATION 316.22 ft BACKFILL
DRILLING CONTRACTOR Summit Engineering WATER LEVELS:
DRILLING METHOD Hollow Stem Auger & NQ Core Z-7 BEFORE CORING 18.5 ft / Elev 297.7 ft
CEC REP EHS CHECKED BY EHS AT END OF DRILLING NA
NOTES Temp. piezometer dry at AR (18.5' bgs). Core to water table. 7-408hrs AFTER DRILLING 36.3 ft / Elev 280.0 ft
w
o
A SPT N VALUE A
0
U
=
}
>-
U w
20 40 60 80
PL �L
~
>
o_ OO
MATERIAL DESCRIPTION
a
Lu
J
w 0
0 ? Q
Q�
0
wv
a5
0-
m0>
20 40 60 80
El FINES CONTENT (%) El
w
2 Z
<
0
W
0 Z
0
20 40 60 80
315
Tan to orange coarse to medium SILT, trace rock fragments, dry,
SS
4-6 11
stiff, (RESIDUAL SOIL)
1
100
(17)
Tan fine to medium SILT, trace rock fragments, dry, hard,
(WEATHERED ROCK)
5
SS
2
8
50-5
310
Tan fine to medium SILT, trace rock fragments, dry, hard,
(WEATHERED ROCK)
10
SS
3
0
50-1
305
Tan fine to medium SILT, some rock fragments, dry, hard,
(WEATHERED ROCK)
15
SS
4
0
50-1
300
17 -----------------------------
Tan fine SILT, and rock fragments, dry, hard, (ROCK)
20
SS
0
50-0
5
295
Tan to gray SILTSTONE, moderately weathered, slightly broken,
25
massive, Vertical and sub -horizontal highly fractured rock with FeMn
290
staining.
NQ
90
1
(21)
Tan to gray SILTSTONE, moderately weathered, slightly broken,
30
massive, Competent rock with high angle and sub -horizontal fractures.
285
Color change to gray at 28' bgs.
NQ
100
2
(74)
Gray to tan SILTSTONE, slightly weathered, massive, Weathered on
35
(Continued Next Page)

BORING NUMBER PZ5-1 D
- ` Civil & Environmental Consultants, Inc.
,- 1900 A Center Park Drive PAGE 2 OF 2
' �A Charlotte, NC 28217
CLIENT Anson Waste Management Facility PROJECT NAME Phase 5 Landfill Expansion Area
PROJECT NUMBER 165-276 PROJECT LOCATION Anson County, NC
w
o
A SPT N VALUE A
0
U
}
U) w
20 40 60 80
~
o O
=
a
Lu
w 0
0? Q
PL LL
>
Q�
MATERIAL DESCRIPTION
wv
J
0-
0
o-5
2 Z
0
m0>
0 Z
20 40 60 80
w
<
W
El FINES CONTENT (%) El
35
20 40 60 80
surface to tan. Medium sub -horizontal fractures with staining in
280
y fractures. One large quartz filled fracture.
_
NQ
100
3
(98)
" "
`Gray to tan SILTSTONE, slightly weathered, broken, massive _ _
40
275
NQ
100
4
(72)
Bottom of boring at 42.3 feet.

Civil & Environmental Consultants, Inc. BORING NUMBER PZ5-2S
PAGE 1 OF 2
,H�� 1900 A Center Park Drive
Charlotte, NC 28217
CLIENT Anson Waste Management Facility PROJECT NAME Phase 5 Landfill Expansion Area
PROJECT NUMBER 165-276 PROJECT LOCATION Anson County, NC
DATE STARTED 4/7/17 COMPLETED 4/7/17 GROUND ELEVATION 287.63 ft BACKFILL
DRILLING CONTRACTOR Summit Engineering WATER LEVELS:
DRILLING METHOD Hollow Stem Auger BEFORE CORING NA
CEC REP MBG CHECKED BY EHS TAT END OF DRILLING 6.9 ft / Elev 280.7 ft
NOTES 744hrs AFTER DRILLING 6.7 ft / Elev 280.9 ft
0
~
>
w
U
o O
Q�
0
MATERIAL DESCRIPTION
=
a
wv
0
w
}
Lu
J
o-5
2 Z
<
o
>-
w 0
0-
0
W
U w
0? Q
m0>
0 z
A SPT N VALUE A
20 40 60 80
PL LL
20 40 60 80
❑ FINES CONTENT (%) ❑
20 40 60 80
285
Brown SILT, moist, Organic material, (RESIDUAL SOIL)
Ts's
100
2-1-1
(2)
Tan to orange to red SILT, with saprolite, dry, soft, Saprolitic gray
layers, (RESIDUAL SOIL)
5
X2S
100
5 7-10
(17)
280
Tan to gray SILT, with saprolite, dry, stiff, (RESIDUAL SOIL)
10
SS
3
100
11-16-18
(34)
275
Orange to tan sandy SILT, dry, dense, (WEATHERED ROCK)
15
SS
4
60
44-50-1
(51)
270
Orange to black silty SAND, and silty, clay moist, dense,
(WEATHERED ROCK)
20
SS
5
50
37-50 3
(53)
265
Dark gray SANDSTONE FRAGMENTS, moist-, dense,
(WEATHERED ROCK)
25
SS
6
33
50 5
260
Dark gray SANDSTONE FRAGMENTS, moist-, hard, (WEATHERED
ROCK)
30
SS
7
33
50-4
255
Dark gray to pink SANDSTONE FRAGMENTS, dry, hard,
(WEATHERED ROCK)
35
SS
(Continued Next Page)

BORING NUMBER PZ5-2S
& Environmental Consultants, Inc.
PAGE 2OF2
fff—J—A—Civil
��� 1900 A Center Park Drive
Charlotte, NC 28217
CLIENT Anson Waste Management Facility PROJECT NAME Phase 5 Landfill Expansion Area
PROJECT NUMBER 165-276 PROJECT LOCATION Anson County, NC
w
o
A SPT N VALUE A
0
U
}
>-
U w
20 40 60 80
~
o O
=
a
Lu
w 0
0? Q
PL LL
>
Q�
MATERIAL DESCRIPTION
wv
J
0-
0
o-5
2Z
U
m0>
UZ
20 40 60 80
w
<
ElFINES CONTENT (%) El
35
co
20 40 60 80
250
Light gray cemented SANDSTONE FRAGMENTS, dry, hard,
(WEATHERED ROCK)
40
SS
9
0
50-2
Light gray SANDSTONE, wet, hard, Wet spoon, (ROCK)
245
SS
0
50-0
10
Bottom of boring at 43.5 feet.

fl—j—A—Civil & Environmental Consultants, Inc. BORING NUMBER PZ5-3S
PAGE 1 OF 1
��� 1900 A Center Park Drive
Charlotte, NC 28217
CLIENT Anson Waste Management Facility PROJECT NAME Phase 5 Landfill Expansion Area
PROJECT NUMBER 165-276 PROJECT LOCATION Anson County, NC
DATE STARTED 4/7/17 COMPLETED 4/7/17 GROUND ELEVATION 287.60 ft BACKFILL
DRILLING CONTRACTOR Summit Engineering WATER LEVELS:
DRILLING METHOD Hollow Stem Auger BEFORE CORING NA
CEC REP MBG CHECKED BY EHS TAT END OF DRILLING 28.9 ft / Elev 258.7 ft
NOTES 744hrs AFTER DRILLING 29.9 ft / Elev 257.8 ft
0
~
>
w
U
o O
Q�
0
MATERIAL DESCRIPTION
=
a
wv
0
w
}
Lu
J
o-5
2 Z
<
o
w 0
0-
0
W
U w
0? Q
m0>
0 z
A SPT N VALUE A
20 40 60 80
PL LL
20 40 60 80
El FINES CONTENT (%) El
20 40 60 80
285
Orange to tan silty CLAY, dry, loose, (RESIDUAL SOIL)
KSjs
100
3-3-4
(7)
Red to orange SILT, dry, stiff, (RESIDUAL SOIL)
5
SS
2
100
6-9-13
(22)
280
Dark red SILT, dry, stiff, (RESIDUAL SOIL)
10
SS
3
100
4-6-10
(16)
275
Red to tan SILT, trace sandstone fragments, dry, dense,
(WEATHERED ROCK)
15
SS
4
100
2-13-25
(38)
270
Light brown SILT, dry, hard, (WEATHERED ROCK)
20
SS
5
100
9-21-50-4
(71)
265
Light brown to orange SILT, trace sandstone fragments, moist,
dense, (WEATHERED ROCK)
25
SS
6
100
21-21-26
(47)
260
1 Light gray to pink SILT, trace sandstone fragments, dry, hard,
- (WEATHERED ROCK)____________________
Light gray SANDSTONE, dry, hard, (ROCK)
30
SS
7
50
6-50-3
53
Bottom of boring at 31.6 feet.
SS
17
50-0
8

fj_j_A_Civil & Environmental Consultants, Inc. BORING NUMBER PZ5-4D
PAGE 1 OF 2
��� 1900 A Center Park Drive
Charlotte, NC 28217
CLIENT Anson Waste Management Facility PROJECT NAME Phase 5 Landfill Expansion Area
PROJECT NUMBER 165-276 PROJECT LOCATION Anson County, NC
DATE STARTED 4/4/17 COMPLETED 5/1/17 GROUND ELEVATION 319.62 ft BACKFILL
DRILLING CONTRACTOR Summit Engineering WATER LEVELS:
DRILLING METHOD Hollow Stem Auger & NQ Core Z-7 BEFORE CORING 27.0 ft / Elev 292.6 ft
CEC REP MBG CHECKED BY EHS AT END OF DRILLING NA
NOTES Temp. piezometer dry at AR (27' bgs). Core to water table. 7-168hrs AFTER DRILLING 36.5 ft / Elev 283.1 ft
0
~
>
w
U
o_ OO
Q�
0
MATERIAL DESCRIPTION
=
a
wv
0
w
}
Lu
J
a5
2 Z
<
o
>-
w 0
0-
0
W
U w
0 ? Q
m0>
0 Z
A SPT N VALUE A
20 40 60 80
PL �L
20 40 60 80
El FINES CONTENT (%) El
20 40 60 80
Pink to red SILT, dry, loose, Three inches of organic sandy silt,
(RESIDUAL SOIL)
KSS
1
100
3-3-4
(7)
315
Yellow to tan to gray SILT, dry, medium dense, (RESIDUAL SOIL)
5
2S
100
5-1319
(32)
310
Pink to tan mottled SILT, dry, dense, (WEATHERED ROCK)
10
SS
3
100
9-16-24
(40)
305
Gray cemented SILT, some rock fragments, dry, hard,
(WEATHERED ROCK)
15
SS
4
50
39-50-3
(53)
300
Gray cemented SILT, some rock fragments, dry, hard,
(WEATHERED ROCK)
20
SS
5
33
34-50-1
(51)
295
Gray ROCK FRAGMENTS, dry, hard, (WEATHERED ROCK)
25
SS
6
0
50-2
-----------------------------
Gray ROCK FRAGMENTS, dry, hard, (ROCK)
SS
7
0
50-0
290
30
Tan SILTSTONE, slightly weathered, slightly broken, massive, Vertical
with sub -horizontal fractures and angled bedding. FeMn staining in
NQ
92
between fractures.
1
(58)
285
35
(Continued Next Page)

BORING NUMBER PZ5-4D
- ` Civil & Environmental Consultants, Inc.
,-
1900 A Center Park Drive PAGE 2 OF 2
' �A Charlotte, NC 28217
CLIENT Anson Waste Management Facility PROJECT NAME Phase 5 Landfill Expansion Area
PROJECT NUMBER 165-276 PROJECT LOCATION Anson County, NC
w
o
A SPT N VALUE A
0
U
}
U) w
20 40 60 80
~
o_
=
a
w 0
0 ? Q
PL LL
>
OO
Q�
MATERIAL DESCRIPTION
wv
J
0�
�
aD
2 Z
0
m0>
0 Z
20 40 60 80
w
<
W
El FINES CONTENT (%) El
35
20 40 60 80
Tan SILTSTONE, moderately weathered, slightly broken, massive,
Semi -competent rock with sub -horizontal fractures
NQ
86
2
(77)
280
40
Gray SILTSTONE, fresh, massive, Competent rock with horizontal
fractures.
NQ
97
3
(90)
Gray SILTSTONE, moderately weathered, slightly broken, massive,
---------------------------------
Semi -competent rock with sub -horizontal fractures. FeMn staining in
between fractures.
Bottom of boring at 43.1 feet.
NQ
86
4
(70)

BORING NUMBER PZ5-5S
& Environmental Consultants, Inc.
PAGE 1 OF 1
fff—J—A—Civil
��� 1900 A Center Park Drive
Charlotte, NC 28217
CLIENT Anson Waste Management Facility PROJECT NAME Phase 5 Landfill Expansion Area
PROJECT NUMBER 165-276 PROJECT LOCATION Anson County, NC
DATE STARTED 4/7/17 COMPLETED 4/7/17 GROUND ELEVATION 283.38 ft BACKFILL
DRILLING CONTRACTOR Summit Engineering WATER LEVELS:
DRILLING METHOD Hollow Stem Auger BEFORE CORING NA
CEC REP MBG CHECKED BY EHS TAT END OF DRILLING 10.5 ft / Elev 272.9 ft
NOTES 744hrs AFTER DRILLING 15.7 ft / Elev 267.7 ft
w
o
A SPT N VALUE A
0
U
=
}
U) w
20 40 60 80
PL LL
~
>
o O
MATERIAL DESCRIPTION
a
Lu
J
w 0
0? Q
Q�
0
wv
o-5
0-
m0>
20 40 60 80
El FINES CONTENT (%) El
w
2 Z
<
0
W
0 z
0
20 40 60 80
Dark brown silty CLAY, moist, soft, (RESIDUAL SOIL)
SS
2-1-1
1
100
(2)
280
Light ray to orange cemented SILT, dry, very dense, (WEATHERED
ROCK)
SS
38 45 50 4
5
2
100
(95)
275
Light gray SAND AND ROCK FRAGMENTS, dry, hard,
(WEATHERED ROCK)
10
SS
1
3
0
50-1
270
Light gray SAND AND ROCK FRAGMENTS, dry, hard,
(WEATHERED ROCK)
15
SS
17
4
0
501
265
Gray to orange silty SAND AND ROCK FRAGMENTS, wet, hard,
(WEATHERED ROCK)
20
SS
8-17-21
5
77
(38)
260
Light gray cemented SILT, with rock fragments, wet, hard, Wet split
spoon, (WEATHERED ROCK)
25
SS
14-11-50-6
6
50
(61)
------------------------------
Dark gray ROCK FRAGMENTS, wet, hard, (ROCK)
255
Bottom of boring at 28.5 feet.
�S
0
50-0

BORING NUMBER PZ5-5D
& Environmental Consultants, Inc.
PAGE 1 OF 2
fj_j_A_Civil
��� 1900 A Center Park Drive
Charlotte, NC 28217
CLIENT Anson Waste Management Facility PROJECT NAME Phase 5 Landfill Expansion Area
PROJECT NUMBER 165-276 PROJECT LOCATION Anson County, NC
DATE STARTED 5/3/17 COMPLETED 5/3/17 GROUND ELEVATION 283.72 ft BACKFILL
DRILLING CONTRACTOR Summit Engineering WATER LEVELS:
DRILLING METHOD Hollow Stem Auger & NQ Core Z-7 BEFORE CORING 17.0 ft / Elev 266.7 ft
CEC REP MBG CHECKED BY EHS AT END OF DRILLING NA
NOTES 7-120hrs AFTER DRILLING 10.8 ft / Elev 272.9 ft
w
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A SPT N VALUE A
0
U
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20 40 60 80
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MATERIAL DESCRIPTION
wv
J
0-
�
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2Z
U
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0Z
20 40 60 80
w
<
W
El FINES CONTENT (%) El
0
20 40 60 80
280
5
275
10
270
15
Q
265
20
Tan SILTSTONE, completely weathered, very broken, massive, Highly
fractured rock with vertical and sub -horizontal fractures.
NQ
95
1
(80)
260
25
Tan SILTSTONE, slightly weathered, massive, Medium to
sub -horizontal fractures.
NQ
84
2
(84)
255
30
Tan SILTSTONE, completely weathered, very broken, massive, Highly
fractured rock with vertical and sub -horizontal fractures.
NQ
92
3
(68)
250
35
(Continued Next Page)

BORING NUMBER PZ5-5D
- ` Civil & Environmental Consultants, Inc.
,- 1900 A Center Park Drive PAGE 2 OF 2
' �A Charlotte, NC 28217
CLIENT Anson Waste Management Facility PROJECT NAME Phase 5 Landfill Expansion Area
PROJECT NUMBER 165-276 PROJECT LOCATION Anson County, NC
w
o
A SPT N VALUE A
0
U
}
U) w
20 40 60 80
~
0-0
=
a
Lu
w 0
0 ? Q
PL �L
>
Q�
MATERIAL DESCRIPTION
wv
J
0�
�
o
2 Z
0
m0>
0 Z
20 40 60 80
w
<
W
El FINES CONTENT (%) El
20 40 60 80
Tan to gray SILTSTONE, fresh, massive, Highly competent rock with
horizontal fractures. Color change to gray at 32' bgs.
Bottom of boring at 35.0 feet.
NQ
98
4
(98)

BORING NUMBER PZ5-6S
& Environmental Consultants, Inc.
PAGE 1 OF 1
fj_j_A_Civil
��� 1900 A Center Park Drive
Charlotte, NC 28217
CLIENT Anson Waste Management Facility PROJECT NAME Phase 5 Landfill Expansion Area
PROJECT NUMBER 165-276 PROJECT LOCATION Anson County, NC
DATE STARTED 4/10/17 COMPLETED 4/10/17 GROUND ELEVATION 270.22 ft BACKFILL
DRILLING CONTRACTOR Summit Engineering WATER LEVELS:
DRILLING METHOD Hollow Stem Auger BEFORE CORING NA
CEC REP MBG CHECKED BY EHS TAT END OF DRILLING 8.0 ft / Elev 262.3 ft
NOTES 672hrs AFTER DRILLING 7.8 ft / Elev 262.4 ft
w
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0
U
}
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20 40 60 80
~
o O
=
a
Lu
w 0
0? Q
PL LL
>
MATERIAL DESCRIPTION
w v
J
0-
w
0
a 5
2 Z
0
m 0>
0 z
20 40 60 80
w
<
w
El FINES CONTENT (%) El
0
1
1 20 40 60 80
Tan to orange SILT, dry, loose, (RESIDUAL SOIL)
SS
2-3-5
1
100
(8)
Gray to tan to orange SILT, dry, stiff, (RESIDUAL SOIL)
X
SS
100
9-10 14
265
5
2
(24)
Gray to tan to orange SILT, moist-, stiff, (RESIDUAL SOIL)
260
10
SS
3
100
5-10-9
(19)
Orange to tan SILT, trace rock fragments, moist-, dense,
(WEATHERED ROCK)
15
SS
4-19-21
255
4
100
(40)
------------------------------
Tan ROCK FRAGMENTS, moist-, hard, (ROCK)
0
50-1
5
5
Bottom of boring at 19.5 feet.

=AIVAAV Civil & Environmental Consultants, Inc. BORING NUMBER PZ5-613
1900-A Center Park Drive PAGE 1 OF 1
Charlotte, NC 28217
CLIENT Anson Waste Management Facility PROJECT NAME Phase 5 Landfill Expansion Area
PROJECT NUMBER 165-276 PROJECT LOCATION Anson County, NC
DATE STARTED 4/19/17 COMPLETED 4/19/17 GROUND ELEVATION 270.60 ft BACKFILL
DRILLING CONTRACTOR Summit Engineering WATER LEVELS:
DRILLING METHOD Hollow Stem Auger & NQ Core Z-7 BEFORE CORING 16.0 ft / Elev 254.6 ft
CEC REP MBG CHECKED BY EHS AT END OF DRILLING NA
NOTES 7-480hrs AFTER DRILLING 5.9 ft / Elev 264.8 ft
0
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>
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MATERIAL DESCRIPTION
=
a
wv
0
w
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2Z
<
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0-
U
W
U) w
0? Q
m0>
0z
A SPT N VALUE A
20 40 60 80
PL LL
20 40 60 80
El FINES CONTENT (%) El
20 40 60 80
270
5
265
10
260
15
255
20
250
Tan SILTSTONE, slightly weathered, slightly broken, massive
NQ
1
323
(257)
25
245
Tan SILTSTONE, slightly weathered, moderately broken, massive
NQ
92
2
(84)
30
Tan SILTSTONE, slightly weathered, slightly broken, massive
Bottom of boring at 30.1 feet.
NQ
94
3
(84)

BORING NUMBER PZ5-7S
& Environmental Consultants, Inc.
PAGE 1 OF 2
fl—j—A—Civil
��� 1900 A Center Park Drive
Charlotte, NC 28217
CLIENT Anson Waste Management Facility PROJECT NAME Phase 5 Landfill Expansion Area
PROJECT NUMBER 165-276 PROJECT LOCATION Anson County, NC
DATE STARTED 4/5/17 COMPLETED 4/5/17 GROUND ELEVATION 323.57 ft BACKFILL
DRILLING CONTRACTOR Summit Engineering WATER LEVELS:
DRILLING METHOD Hollow Stem Auger BEFORE CORING NA
CEC REP MBG CHECKED BY EHS 1 AT END OF DRILLING 47.1 ft / Elev 276.5 ft
NOTES 792hrs AFTER DRILLING 48.5 ft / Elev 275.1 ft
w
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A SPT N VALUE A
0
U
}
U w
20 40 60 80
~
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=
a
Lu
w 0
0? Q
PL LL
>
Q�
MATERIAL DESCRIPTION
wv
J
0-
0
a5
2 Z
0
m0>
0 z
20 40 60 80
w
<
W
El FINES CONTENT (%) El
0
20 40 60 80
Light brown to yellow SILT, dry, soft, (RESIDUAL SOIL)
SS
4-4-5
1
100
(9)
320
Tan to gray SILT, dry, soft, (RESIDUAL SOIL)
SS
100
13-17-29
5
2
(46)
315
Blueish gray to tan to red SILT, dry, stiff, (RESIDUAL SOIL)
10
SS
25
28-50-5
3
(55)
310
Blueish gray to tan cemented SILT, dry, hard, (WEATHERED ROCK)
15
SS
13
50-6
4
305
Light gray cemented SILT, with rock fragments, dry, hard,
(WEATHERED ROCK)
20
SS
34-50-3
5
10
(53)
300
Light gray cemented SILT, with rock fragments, dry, hard,
(WEATHERED ROCK)
25
SS
6
10
50-4
295
Light gray ROCK FRAGMENTS, dry, hard, (WEATHERED ROCK)
30
L7
50-5
290
Tan to gray ROCK FRAGMENTS, dry, hard, (WEATHERED ROCK)
MSS
35
(Continued Next Page)

BORING NUMBER PZ5-7S
& Environmental Consultants, Inc.
PAGE 2OF2
fj_j_A_Civil
��� 1900 A Center Park Drive
Charlotte, NC 28217
CLIENT Anson Waste Management Facility PROJECT NAME Phase 5 Landfill Expansion Area
PROJECT NUMBER 165-276 PROJECT LOCATION Anson County, NC
w
o
A SPT N VALUE A
0
U
=
}
U) w
20 40 60 80
PL LL
~
>
o O
MATERIAL DESCRIPTION
a
Lu
J
w 0
0? Q
Q�
wv
o-5
0-
m0>
20 40 60 80
0
2Z
U
UZ
w
<
ElFINES CONTENT (%) El
35
co
20 40 60 80
285
Tan to gray ROCK FRAGMENTS, dry, hard, (WEATHERED ROCK)
40
SS
3
50-1
9
280
Light brown ROCK FRAGMENTS, dry, hard, (WEATHERED ROCK)
45
SS
3
50-1
10
i
275
17
Light gray ROCK FRAGMENTS, dry, hard, (WEATHERED ROCK)
50
SS
0
50-1
11
270
Light gray ROCK FRAGMENTS, dry, hard, (WEATHERED ROCK)
55
SS
0
50-0
12
265
Light gray ROCK FRAGMENTS, moist-, hard, (ROCK)
60
SS
0
50-0
13
Bottom of boring at 61.1 feet.

fff—J—A—Civil & Environmental Consultants, Inc. BORING NUMBER PZ5-8S
��� 1900 A Center Park Drive PAGE 1 OF 1
Charlotte, NC 28217
CLIENT Anson Waste Management Facility PROJECT NAME Phase 5 Landfill Expansion Area
PROJECT NUMBER 165-276 PROJECT LOCATION Anson County, NC
DATE STARTED 4/5/17 COMPLETED 4/5/17 GROUND ELEVATION 289.31 ft BACKFILL
DRILLING CONTRACTOR Summit Engineering WATER LEVELS:
DRILLING METHOD Hollow Stem Auger BEFORE CORING NA
CEC REP MBG CHECKED BY EHS TAT END OF DRILLING 16.6 ft / Elev 272.8 ft
NOTES 792hrs AFTER DRILLING 18.1 ft / Elev 271.2 ft
0
~
>
w
U
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Q�
0
MATERIAL DESCRIPTION
=
a
wv
0
w
Lu
J
a5
2 Z
<
o
}
w 0
0-
0
W
U) w
0? Q
m0>
0 z
A SPT N VALUE A
20 40 60 80
PL LL
20 40 60 80
El FINES CONTENT (%) El
20 40 60 80
Red to orange silty CLAY, dry, soft, (RESIDUAL SOIL)
SS
1
100
3-3-3
(6)
285
Yellow to tan to orange SILT, dry, soft, (RESIDUAL SOIL)
5
SS
2
100
8-13 18
(31)
280
Yellow to tan to red SILT, dry, soft, (RESIDUAL SOIL)
10
SS
3
100
34-43-47
(90)
275
Tan silty GRAVEL, dry, hard, (WEATHERED ROCK)
15
SS
4
0
50-1
i
270
Red to tan silty GRAVEL, dry, hard, (WEATHERED ROCK)
20
SS
5
0
50-1
------------------------------
Tan ROCK FRAGMENTS, moist, hard, (ROCK)
265
Bottom of boring at 24.7 feet.
SS
6
0
50-1

BORING NUMBER PZ5-8D
& Environmental Consultants, Inc.
PAGE 1 OF 2
fj_j_A_Civil
��� 1900 A Center Park Drive
Charlotte, NC 28217
CLIENT Anson Waste Management Facility PROJECT NAME Phase 5 Landfill Expansion Area
PROJECT NUMBER 165-276 PROJECT LOCATION Anson County, NC
DATE STARTED 4/20/17 COMPLETED 4/20/17 GROUND ELEVATION 287.96 ft BACKFILL
DRILLING CONTRACTOR Summit Engineering WATER LEVELS:
DRILLING METHOD Hollow Stem Auger & NQ Core Z-7 BEFORE CORING 24.0 ft / Elev 264.0 ft
CEC REP EHS CHECKED BY EHS AT END OF DRILLING NA
NOTES 7-432hrs AFTER DRILLING 14.6 ft / Elev 273.4 ft
w
o
A SPT N VALUE A
0
U
}
U w
20 40 60 80
~
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=
a
Lu
w 0
0? Q
PL LL
>
¢�
MATERIAL DESCRIPTION
wv
J
0-
�
a5
2Z
U
m0>
0Z
20 40 60 80
w
<
W
El FINES CONTENT (%) El
0
20 40 60 80
285
5
280
10
275
15
270
20
265
Q
25
260
Gray SILTSTONE, slightly weathered, slightly broken, massive, Gray
30
unifrom siltstone with a high angle and sub -horizontal fractures with
with Fe and Mn staining.
NQ
88
1
(52)
255
Gray SILTSTONE, slightly weathered, slightly broken, massive,
35
(Continued Next Page)

BORING NUMBER PZ5-8D
- ` Civil & Environmental Consultants, Inc.
,-
1900 A Center Park Drive PAGE 2 OF 2
' �A Charlotte, NC 28217
CLIENT Anson Waste Management Facility PROJECT NAME Phase 5 Landfill Expansion Area
PROJECT NUMBER 165-276 PROJECT LOCATION Anson County, NC
w
o
A SPT N VALUE A
0
U
=
}
U) w
20 40 60 80
PL LL
~
>
o O
MATERIAL DESCRIPTION
a
Lu
J
w 0
0? Q
Q�
wv
o-5
0-
m0>
20 40 60 80
0
2 Z
0
0 Z
w
<
W
El FINES CONTENT (%) El
35
20 40 60 80
Competent rock with little to no weathered zones. High angle and
sub -horizontal fractures with Fe and Mn staining.
NQ
97
2
(80)
250
Gray SILTSTONE, fresh, massive, Highly competent rock with no
40
weathered zones. Gray uniform siltstone with high angle and
sub -horizontal fractures with Fe and Mn staining.
NQ
88
3
(70)
245
Gray SILTSTONE, fresh, massive, Highly competent rock with no
45
weathered zones. Gray uniform siltstone with high angle and
sub -horizontal fractures with Fe and Mn staining.
NQ
82
4
(73)
240
Bottom of boring at 48.2 feet.

fj_j_A_Civil & Environmental Consultants, Inc. BORING NUMBER PZ5-9D
��� 1900 A Center Park Drive PAGE 1 OF 2
Charlotte, NC 28217
CLIENT Anson Waste Management Facility PROJECT NAME Phase 5 Landfill Expansion Area
PROJECT NUMBER 165-276 PROJECT LOCATION Anson County, NC
DATE STARTED 4/11/17 COMPLETED 5/2/17 GROUND ELEVATION 309.45 ft BACKFILL
DRILLING CONTRACTOR Red Dog Drilling WATER LEVELS:
DRILLING METHOD Hollow Stem Auger & NQ Core Z-7 BEFORE CORING 33.5 ft / Elev 276.0 ft
CEC REP MBG CHECKED BY EHS AT END OF DRILLING NA
NOTES Temp. piezometer dry at AR (33.5' bgs). Core to water table. 7-144hrs AFTER DRILLING 47.8 ft / Elev 261.7 ft
0
~
>
w
U
o_ OO
Q�
0
MATERIAL DESCRIPTION
=
a
wv
0
w
}
Lu
J
a5
2 z
<
o
>-
w 0
0�
0
W
U w
0 ? Q
m0>
0 z
A SPT N VALUE A
20 40 60 80
PL �L
20 40 60 80
El FINES CONTENT (%) El
20 40 60 80
305
Orange to red silty CLAY, moist-, soft, (RESIDUAL SOIL)
Orange to pink SILT, dry, soft, (RESIDUAL SOIL)
Orange to tan to pink SILT, dry, stiff, (RESIDUAL SOIL)
Tan SILT, trace rock fragments, dry, hard, (WEATHERED ROCK)
Tan ROCK FRAGMENTS, with silt, dry, hard, (WEATHERED ROCK)
Tan ROCK FRAGMENTS, with silt, dry, hard, (WEATHERED ROCK)
White to tan to orange sandy SILT, moist, stiff, (RESIDUAL SOIL)
5
SS
1
100
3-3-4
(7)
X100
SS
2
16 37-50 3
(87)
300
10
SS
3
100
9-26-50-5
(76)
295
15
SS
4
50
39-50-2
(52)
290
20
SS
5
10
50-2
285
25
SS
6
10
50-3
280
30
SS
7
20
50-2
275
35
Tan ROCK FRAGMENTS, dry, hard, (ROCK)
SS
(Continued Next Page)

fj_j_A_Civil & Environmental Consultants, Inc. BORING NUMBER PZ5-9D
PAGE 2OF2
��� 1900 A Center Park Drive
Charlotte, NC 28217
CLIENT Anson Waste Management Facility PROJECT NAME Phase 5 Landfill Expansion Area
PROJECT NUMBER 165-276 PROJECT LOCATION Anson County, NC
0
~
>
w
U
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Q�
0
MATERIAL DESCRIPTION
=
a
wv
w
Lu
J
o-5
2 Z
<
Cf)35
o
}
w 0
0-
0
U) w
0? Q
m0>
0 Z
A SPT N VALUE A
20 40 60 80
PL LL
20 40 60 80
El FINES CONTENT (%) El
20 40 60 80
Tan SILTSTONE, slightly weathered, slightly broken, massive,
Competent rock with little weathering and sub -horizontal fractures.
270
Some Fe and Mn staining.
40
NQ
98
1
(86)
Tan SILTSTONE, slightly weathered, slightly broken, massive,
Competent rock with little weathering and sub -horizontal fractures.
265
Some Fe and Mn staining.
45
NQ
100
2
(99)
Gray SILTSTONE, fresh, massive, Color change to gray. Highly
competent rock with no weathering and sub -horizontal fractures. Some
260
Fe and Mn staining.
50
NQ
100
3
(96)
Gray SILTSTONE, fresh, massive, Competent gray siltstone. Vertical to
sub -horizontal fractures with little Fe staining.
255
55
NQ
96
4
(92)
Gray SILTSTONE, fresh, massive, Competent gray siltstone. Vertical to
sub -horizontal fractures with little Fe staining.
Bottom of boring at 59.1 feet.
NQ
100
5
(95)

fj_j_A_Civil & Environmental Consultants, Inc. BORING NUMBER PZ5-10D
��� 1900 A Center Park Drive PAGE 1 OF 3
Charlotte, NC 28217
CLIENT Anson Waste Management Facility PROJECT NAME Phase 5 Landfill Expansion Area
PROJECT NUMBER 165-276 PROJECT LOCATION Anson County, NC
DATE STARTED 4/11/17 COMPLETED 5/2/17 GROUND ELEVATION 340.11 ft BACKFILL
DRILLING CONTRACTOR Summit Engineering WATER LEVELS:
DRILLING METHOD Hollow Stem Auger & NQ Core Z-7 BEFORE CORING 30.0 ft / Elev 310.1 ft
CEC REP MBG CHECKED BY EHS AT END OF DRILLING NA
NOTES Temp. piezometer dry at AR (28.5' bgs). Core to water table. 7-144hrs AFTER DRILLING 77.5 ft / Elev 262.E ft
0
~
>
w
U
o_ OO
Q�
0
MATERIAL DESCRIPTION
=
a
wv
0
w
}
Lu
J
a5
2 z
<
1
o
>-
w 0
0�
0
W
U w
0 ? Q
m0>
0 z
A SPT N VALUE A
20 40 60 80
PL �L
20 40 60 80
El FINES CONTENT (%) El
20 40 60 80
Orange to tan SILT, dry, soft, (RESIDUAL SOIL)
SS
1
100
3-5-4
(9)
335
Light gray to tan cemented SILT, trace rock fragments, dry, stiff,
(RESIDUAL SOIL)
Light gray to tan cemented SILT, some rock fragments, moist-, stiff,
5
X2
SS
60
16 40 50 4
(90)
330
(RESIDUAL SOIL)
10
SS
3
50
30-50-3
(53)
Dark red to tan cemented SILT, dry, stiff, (RESIDUAL SOIL)
325
15
SS
4
33
50 5
Light gray to brown ROCK FRAGMENTS, with silt, dry, hard,
320
(WEATHERED ROCK)
20
SS
5
10
50-1
Light gray to brown ROCK FRAGMENTS, with silt, dry, hard,
315
(WEATHERED ROCK)
25
IS
6
10
50-2
--------------------------------
Light gray to brown ROCK FRAGMENTS, with silt, dry, hard, (ROCK)
310
SZ
_
30
SS
7
0
50-0
35
(Continued Next Page)

BORING NUMBER PZ5-10D
& Environmental Consultants, Inc.
PAGE 2OF3
fj_j_A_Civil
��� 1900 A Center Park Drive
Charlotte, NC 28217
CLIENT Anson Waste Management Facility PROJECT NAME Phase 5 Landfill Expansion Area
PROJECT NUMBER 165-276 PROJECT LOCATION Anson County, NC
w
o
A SPT N VALUE A
0
~
U
=
}
Lu
>-
U w
0?
20 40 60 80
PL LL
>
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Q�
MATERIAL DESCRIPTION
a
wv
J
w 0
Q
�
o-5
2 Z
0-
0
m0>
0 Z
20 40 60 80
w
<
W
El FINES CONTENT (%) El
35
20 40 60 80
Tan SILTSTONE, completely weathered, very broken, massive, Highly
weathered and highly fractured tan rock with Fe and Mn staining.
NQ
69
1
(22)
300
Tan SILTSTONE, completely weathered, very broken, massive, Highly
40
weathered and highly fractured tan rock with Fe and Mn staining.
NQ
97
2
(62)
295
Tan SILTSTONE, completely weathered, very broken, massive, Highly
45
weathered and highly fractured tan rock with Fe and Mn staining.
NQ
92
3
(69)
290
Tan SILTSTONE, completely weathered, very broken, massive, Highly
50
weathered and highly fractured tan rock with Fe and Mn staining.
NQ
84
4
(51)
285
Tan SILTSTONE, completely weathered, very broken, massive, Highly
55
weathered and highly fractured tan rock with Fe and Mn staining.
NQ
86
5
(77)
280
Gray SILTSTONE, fresh, massive, Color change to gray siltstone.
60
Competent rock with sub -horizontal fractures. Light Fe and Mn staining.
NQ
68
6
(50)
275
Gray SILTSTONE, fresh, massive, Highly competent gray siltstone with
65
vertical and sub -horizontal fractures with light Fe and Mn staining.
NQ
92
7
(90)
270
Gray SILTSTONE, fresh, massive, Highly competent gray siltstone with
70
vertical and sub -horizontal fractures with light Fe and Mn staining.
NQ
94
8
(80)
75
(Continued Next Page)

BORING NUMBER PZ5-10D
- ` Civil & Environmental Consultants, Inc.
,- 1900 A Center Park Drive PAGE 3 OF 3
' �A Charlotte, NC 28217
CLIENT Anson Waste Management Facility PROJECT NAME Phase 5 Landfill Expansion Area
PROJECT NUMBER 165-276 PROJECT LOCATION Anson County, NC
w
o
A SPT N VALUE A
0
U
}
>-
U w
20 40 60 80
~
o_
=
a
Lu
w 0
0 ? Q
PL �L
>
OO
Q�
MATERIAL DESCRIPTION
wv
J
0�
�
aD
2 Z
0
m0>
0 Z
20 40 60 80
w
<
W
El FINES CONTENT (%) El
2651
75
1
1
20 40 60 80
Gray SILTSTONE, fresh, massive, Highly competent gray siltstone with
vertical and sub -horizontal fractures with light Fe and Mn staining.
NQ
90
Bottom of boring at 77.9 feet.
9
(70)

fl—j—A—Civil & Environmental Consultants, Inc. BORING NUMBER PZ5-11 D
PAGE 1 OF 2
��� 1900 A Center Park Drive
Charlotte, NC 28217
CLIENT Anson Waste Management Facility PROJECT NAME Phase 5 Landfill Expansion Area
PROJECT NUMBER 165-276 PROJECT LOCATION Anson County, NC
DATE STARTED 4/11/17 COMPLETED 4/19/17 GROUND ELEVATION 314.64 ft BACKFILL
DRILLING CONTRACTOR Summit Engineering WATER LEVELS:
DRILLING METHOD Hollow Stem Auger & NQ Core Z-7 BEFORE CORING 22.0 ft / Elev 292.6 ft
CEC REP MBG CHECKED BY EHS AT END OF DRILLING NA
NOTES Temp. piezometer dry at AR (23.5' bgs). Core to water table. 456hrs AFTER DRILLING 40.1 ft / Elev 274.5 ft
p
~
>
w
U
0-0
Q�
0
MATERIAL DESCRIPTION
=
a
wv
0
w
}
Lu
J
o-D
2Z
<
o
w 0
O-
U
W
U w
p? Q
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UZ
A SPT N VALUE A
20 40 60 80
PLMC �L
20 40 60 80
El FINES CONTENT (%) El
20 40 60 80
Light brown to tan to orange SILT, dry, soft, (RESIDUAL SOIL)
SS
1
100
3-3-5
(8)
310
Tan to orange to pink SILT, dry, soft, (RESIDUAL SOIL)
5
SS
2
100
16-19-25
(44)
305
Tan to pink to red cemented SILT, dry, stiff, (RESIDUAL SOIL)
10
SS
3
10
50-3
300
White to orange cemented SILT, dry, stiff, (RESIDUAL SOIL)
15
SS
4
20
50-6
295
Orange to white cemented SILT, trace rock fragments, dry, hard,
(WEATHERED ROCK)
20
IS
5
10
1
50-1
Q
290
------------------------------
Tan ROCK FRAGMENTS, dry, hard, (ROCK)
25
SS
6
0
50-0
Gray SILTSTONE, massive, Highly competent gray siltstone with some
horizontal fractures.
285
30
NQ
1
97
(84)
Gray SILTSTONE, massive, Highly competent gray siltstone with some
horizontal fractures.
280
35
NQ
92
(Continued Next Page)

BORING NUMBER PZ5-11 D
- ` Civil & Environmental Consultants, Inc.
,- 1900 A Center Park Drive PAGE 2 OF 2
' �A Charlotte, NC 28217
CLIENT Anson Waste Management Facility PROJECT NAME Phase 5 Landfill Expansion Area
PROJECT NUMBER 165-276 PROJECT LOCATION Anson County, NC
w
o
A SPT N VALUE A
0
U
}
U) w
20 40 60 80
~
0-0
=
a
Lu
w 0
0 ? Q
PL �L
>
Q�
MATERIAL DESCRIPTION
wv
J
0�
�
o
2 Z
0
m0>
0 Z
20 40 60 80
w
<
W
El FINES CONTENT (%) El
35
20 40 60 80
Gray SILTSTONE, massive, Highly competent gray siltstone with some
horizontal fractures.
275
40
NQ
3
95
(89)
Bottom of boring at 40.3 feet.

fj_j_A_Civil & Environmental Consultants, Inc. BORING NUMBER PZ5-12D
PAGE 1 OF 2
��� 1900 A Center Park Drive
Charlotte, NC 28217
CLIENT Anson Waste Management Facility PROJECT NAME Phase 5 Landfill Expansion Area
PROJECT NUMBER 165-276 PROJECT LOCATION Anson County, NC
DATE STARTED 4/11/17 COMPLETED 5/4/17 GROUND ELEVATION 279.61 ft BACKFILL
DRILLING CONTRACTOR Red Dog Drilling WATER LEVELS:
DRILLING METHOD Hollow Stem Auger & NQ Core Z-7 BEFORE CORING 8.5 ft / Elev 271.1 ft
CEC REP MBG CHECKED BY EHS AT END OF DRILLING NA
NOTES Temp. piezometer dry at AR (9.5' bgs). Core to water table. 96hrs AFTER DRILLING 31.7 ft / Elev 247.9 ft
0
~ �
>
w
U
o_ OO
Q�
0
MATERIAL DESCRIPTION
=
a
wv
0
w
}
Lu
J
o-5
2 Z
<
o
w 0
0�
0
W
U w
0 ? Q
m0>
0 Z
A SPT N VALUE A
20 40 60 80
PL �L
20 40 60 80
El FINES CONTENT (%) El
20 40 60 80
Orange to tan SILT, dry, soft, (RESIDUAL SOIL)
K100
SS
1
1-5-5
(10)
275
Tan to orange SILT, dry, stiff, (RESIDUAL SOIL)
5
SS
2
80
20-50-4
(54)
Q
270
Light gray to brown cemented SILT, dry, stiff, (RESIDUAL SOIL)
Tan ROCK FRAGMENTS, dry, hard, (ROCK)
10tN
13
50-6
3
50-1
Orange to white cemented SILT, dry, hard, (WEATHERED ROCK)
97
265
15
(86)
-----
ROCK--FRAGM----ENTS—, dr—y—, ha--rd, (—ROCK) — — — — — — — — — — — Tan
260
20
NQ
2
82
(34)
Tan SILTSTONE, slightly weathered, slightly broken, massive,
Semi -competent tan siltstone with sub -horizontal fractures.
255
25
NQ
3
98
(76)
Tan SILTSTONE, highly weathered, very broken, massive, Highly
fractured tan siltstone with multiple vertical and sub -horizontal fractures.
Some Fe and Mn staining.
250
30
NQ
4
70
(64)
Tan SILTSTONE, highly weathered, very broken, massive, Highly
fractured tan siltstone with multiple vertical and sub -horizontal fractures.
Some Fe and Mn staining.
245
35
NQ
86
(Continued Next Page)

BORING NUMBER PZ5-12D
- ` Civil & Environmental Consultants, Inc.
,- 1900 A Center Park Drive PAGE 2 OF 2
' �A Charlotte, NC 28217
CLIENT Anson Waste Management Facility PROJECT NAME Phase 5 Landfill Expansion Area
PROJECT NUMBER 165-276 PROJECT LOCATION Anson County, NC
w
o
A SPT N VALUE A
0
U
}
U) w
20 40 60 80
~
o_
=
a
Lu
w 0
0 ? Q
PL �L
>
OO
Q�
MATERIAL DESCRIPTION
wv
J
0�
�
aD
2 Z
0
m0>
0 Z
20 40 60 80
w
<
W
El FINES CONTENT (%) El
35
20 40 60 80
Gray SILTSTONE, fresh, massive, Color change to gray siltstone.
Semi -competent rock with sub -horizontal fractures.
240
40
NQ
6
82
(64)
Gray SILTSTONE, fresh, massive, Semi -competent gray siltstone with
sub -horizontal fractures.
Bottom of boring at 43.5 feet.
NQ
85
7
(75)

fj_j_A_Civil & Environmental Consultants, Inc. BORING NUMBER PZ5-13D
��� 1900 A Center Park Drive PAGE 1 OF 2
Charlotte, NC 28217
CLIENT Anson Waste Management Facility PROJECT NAME Phase 5 Landfill Expansion Area
PROJECT NUMBER 165-276 PROJECT LOCATION Anson County, NC
DATE STARTED 4/12/17 COMPLETED 4/27/17 GROUND ELEVATION 311.14 ft BACKFILL
DRILLING CONTRACTOR Red Dog Drilling WATER LEVELS:
DRILLING METHOD Hollow Stem Auger & NQ Core Z-7 BEFORE CORING 34.0 ft / Elev 277.1 ft
CEC REP EHS CHECKED BY EHS AT END OF DRILLING NA
NOTES Temp. piezometer dry at AR (33.5' bgs). Core to water table. 264hrs AFTER DRILLING 48.9 ft / Elev 262.3 ft
0
~
>
w
U
o O
Q�
0
MATERIAL DESCRIPTION
=
a
wv
0
w
}
Lu
J
a5
2 z
<
o
>-
w 0
0-
0
W
U w
0? Q
m0>
0 z
A SPT N VALUE A
20 40 60 80
PL LL
20 40 60 80
El FINES CONTENT (%) El
20 40 60 80
310
Orange to tan sandy SILT, moist-, soft, (RESIDUAL SOIL)
SS
1
100
5-7 -8
(15)
White to orange SILT, some sandy, silt moist-, soft, (RESIDUAL
SOIL)
5
X
SS
2
100
13-10 12
(22)
305
Pink SILT, moist-, soft, (RESIDUAL SOIL)
10
SS
3
50
44-50-2
(52)
300
Orangish brown to pink SILT, dry, stiff, (RESIDUAL SOIL)
15
SS
4
40
23-50-6
(56)
295
Orange SILT, dry, stiff, Black streaks present., (RESIDUAL SOIL)
20
SS
5
40
8-16-50-5
(66)
290
Tan to gray SILT, trace rock fragments, dry, hard, (WEATHERED
ROCK)
25
SS
6
10
50-2
285
Tan ROCK FRAGMENTS, dry, hard, (WEATHERED ROCK)
30
SS
7
10
50-3
280
--------------------------
SZ Tan ROCK FRAGMENTS, dry, hard, (ROCK)
35
SS
(Continued Next Page)

fff—J—A—Civil & Environmental Consultants, Inc. BORING NUMBER PZ5-13D
PAGE 2OF2
��� 1900 A Center Park Drive
Charlotte, NC 28217
CLIENT Anson Waste Management Facility PROJECT NAME Phase 5 Landfill Expansion Area
PROJECT NUMBER 165-276 PROJECT LOCATION Anson County, NC
0
~
>
w
U
o O
Q�
MATERIAL DESCRIPTION
=
a
wv
35
w
J
o-5
2 Z
<
o
}
w 0
0-
0
U) w
0? Q
m0>
0 z
A SPT N VALUE A
20 40 60 80
PL LL
20 40 60 80
El FINES CONTENT (%) El
20 40 60 80
275
Tan SILTSTONE, fresh, massive
NQ
140
40
1
(139)
270
Tan SILTSTONE, fresh, massive
45
NQ
100
2
(94)
265
Gray SILTSTONE, moderately weathered, massive, Color change to
gray at 44' bgs.
50
NQ
96
3
(93)
260
Gray SILTSTONE, moderately weathered, massive
55
NQ
97
4
(90)
255
-------------------------
Gray SILTSTONE, highly weathered, slightly broken, massive
Bottom of boring at 59.3 feet.
NQ
94
5
(72)

fff—J—A—Civil & Environmental Consultants, Inc. BORING NUMBER PZ5-14S
PAGE 1 OF 2
��� 1900 A Center Park Drive
Charlotte, NC 28217
CLIENT Anson Waste Management Facility PROJECT NAME Phase 5 Landfill Expansion Area
PROJECT NUMBER 165-276 PROJECT LOCATION Anson County, NC
DATE STARTED 4/5/17 COMPLETED 4/5/17 GROUND ELEVATION 328.90 ft BACKFILL
DRILLING CONTRACTOR Summit Engineering WATER LEVELS:
DRILLING METHOD Hollow Stem Auger BEFORE CORING NA
CEC REP EHS CHECKED BY EHS TAT END OF DRILLING 48.3 ft / Elev 280.E ft
NOTES 792hrs AFTER DRILLING 46.4 ft / Elev 282.E ft
0
~
>
w
U
o O
w
0
MATERIAL DESCRIPTION
=
a
w v
0
w
}
Lu
J
a 5
2 Z
<
CO
o
w 0
0-
0
w
U w
0? Q
m 0>
0 z
A SPT N VALUE A
20 40 60 80
PL LL
20 40 60 80
ElFINES CONTENT (%) El
20 40 60 80
White to tan SILT, moist, soft, (RESIDUAL SOIL)
SS
1
100
2-4-4
(8)
325
White to tan cemented SILT, dry, soft, (RESIDUAL SOIL)
5X
SS
2
45
11-16-17
(33)
320
White to tan cemented SILT, trace rock fragments, dry, hard,
(WEATHERED ROCK)
10
SS
F3
10
47-50 4
(54)
315
White to tan cemented SILT, trace rock fragments, dry, hard,
(WEATHERED ROCK)
15
SS
4
10
50 3
310
White to tan cemented SILT, trace rock fragments, dry, hard,
(WEATHERED ROCK)
20
LS5S
10
50-3
305
White to tan cemented SILT, trace rock fragments, dry, hard,
(WEATHERED ROCK)
25
IS
6
0
50-1
300
White to tan cemented SILT, trace rock fragments, dry, hard,
(WEATHERED ROCK)
30
SS
7
10
38-50-3
(53)
295
White to tan cemented SILT, trace rock fragments, dry, hard,
LSS
(WEATHERED ROCK)
35
(Continued Next Page)

fff—J—A—Civil & Environmental Consultants, Inc. BORING NUMBER PZ5-14S
��� 1900 A Center Park Drive PAGE 2OF2
Charlotte, NC 28217
CLIENT Anson Waste Management Facility PROJECT NAME Phase 5 Landfill Expansion Area
PROJECT NUMBER 165-276 PROJECT LOCATION Anson County, NC
0
~
>
w
U
o O
w
0
MATERIAL DESCRIPTION
=
a
w v
35
w
}
Lu
J
o- 5
2 Z
<
co
o
>-
w 0
0-
0
U w
0? Q
m 0>
0 z
A SPT N VALUE A
20 40 60 80
PL LL
20 40 60 80
ElFINES CONTENT (%) El
20 40 60 80
290
Tan ROCK FRAGMENTS, dry, hard, (WEATHERED ROCK)
40
SS
9
0
50-0
285
Tan ROCK FRAGMENTS, dry, hard, (WEATHERED ROCK)
45
SS
10
0
50-0
-------------------------------
1 Tan ROCK FRAGMENTS, dry, hard, (WEATHERED ROCK)
Bottom of boring at 48.8 feet.
SS
11
0
50-0

fj_j_A_Civil & Environmental Consultants, Inc. BORING NUMBER PZ5-15S
PAGE 1 OF 2
��� 1900 A Center Park Drive
Charlotte, NC 28217
CLIENT Anson Waste Management Facility PROJECT NAME Phase 5 Landfill Expansion Area
PROJECT NUMBER 165-276 PROJECT LOCATION Anson County, NC
DATE STARTED 4/13/17 COMPLETED 4/13/17 GROUND ELEVATION 274.79 ft BACKFILL
DRILLING CONTRACTOR Summit Engineering WATER LEVELS:
DRILLING METHOD Hollow Stem Auger BEFORE CORING NA
CEC REP MBG CHECKED BY EHS TAT END OF DRILLING 18.5 ft / Elev 256.3 ft
NOTES 600hrs AFTER DRILLING 18.9 ft / Elev 255.9 ft
0
~
>
w
U
o O
Q�
0
MATERIAL DESCRIPTION
=
a
wv
0
w
}
Lu
J
a5
2 Z
<
o
w 0
0-
0
W
U w
0? Q
m0>
0 Z
A SPT N VALUE A
20 40 60 80
PL LL
20 40 60 80
El FINES CONTENT (%) El
20 40 60 80
Brown to orange clayey SILT, Bulldozer cleared area and pushed 3-5
feet of soil for a stable pad., (FILL)
K�js
100
2-3-2
(5)
270
Tan to orange clayey SILT, Bulldozer cleared area and pushed 3-5
feet of soil for a stable pad., (FILL)
5
2S
100
2-1-4
(5)
Tan to orange silty CLAY, dry, soft, (RESIDUAL SOIL)
265
10
SS
3
100
3-3-6
(9)
Tan to orange silty CLAY, dry, soft, (RESIDUAL SOIL)
260
15
SS
4
100
4-2-2
(4)
Tan to orange silty CLAY, moist, soft, (RESIDUAL SOIL)
255
20LSS
100
2-1-3
(4)
Tan to orange silty CLAY, wet, soft, (RESIDUAL SOIL)
250
25
SS
6
100
4-8-11
(19)
Tan to orange silty CLAY, moist-, soft, (RESIDUAL SOIL)
245
30
SS
100
3 0
(15)
------------------------------
Tan ROCK FRAGMENTS, moist-, hard, (ROCK)
240
35
SS
(Continued Next Page)

BORING NUMBER PZ5-15S
- ` Civil & Environmental Consultants, Inc.
,- 1900 A Center Park Drive PAGE 2 OF 2
' �A Charlotte, NC 28217
CLIENT Anson Waste Management Facility PROJECT NAME Phase 5 Landfill Expansion Area
PROJECT NUMBER 165-276 PROJECT LOCATION Anson County, NC
w
o
A SPT N VALUE A
0
U
}
U) w
20 40 60 80
~
0-0
=
a
Lu
w 0
0 ? Q
PL �L
>
Q�
MATERIAL DESCRIPTION
wv
J
0�
�
o
2 Z
0
m0>
0 z
20 40 60 80
w
<
ElFINES CONTENT (%) El
35
co
20 40 60 80
Bottom of boring at 35.7 feet.

fj_j_A_Civil & Environmental Consultants, Inc. BORING NUMBER PZ5-16D
��� 1900 A Center Park Drive PAGE 1 OF 2
Charlotte, NC 28217
CLIENT Anson Waste Management Facility PROJECT NAME Phase 5 Landfill Expansion Area
PROJECT NUMBER 165-276 PROJECT LOCATION Anson County, NC
DATE STARTED 4/3/17 COMPLETED 4/27/17 GROUND ELEVATION 309.56 ft BACKFILL
DRILLING CONTRACTOR Summit Engineering WATER LEVELS:
DRILLING METHOD Hollow Stem Auger & NQ Core Z-7 BEFORE CORING 26.5 ft / Elev 283.1 ft
CEC REP EHS CHECKED BY EHS AT END OF DRILLING NA
NOTES Temp. piezometer dry at AR (26.5' bgs). Core to water table. 264hrs AFTER DRILLING 29.6 ft / Elev 279.9 ft
0
~
>
w
U
o_ OO
Q�
0
MATERIAL DESCRIPTION
=
a
wv
0
w
}
Lu
J
a5
2 z
<
o
>-
w 0
0�
0
W
U w
0 ? Q
m0>
0 z
A SPT N VALUE A
20 40 60 80
PL �L
20 40 60 80
El FINES CONTENT (%) El
20 40 60 80
Red to tan mottled SILT, some clayey, silt dry, soft, (RESIDUAL
SOIL)
SS
1
67
4-6-6
(12)
305
Pink to tan to white SILT, moist-, stiff, Healed fractures, (RESIDUAL
SOIL)
5
X2S
100
9-10-24
(34)
300
Pink to tan mottled SILT, moist-, soft, (RESIDUAL SOIL)
10
SS
3
100
10-13-11
(24)
295
Maroon SILT, dry, soft, (RESIDUAL SOIL)
15
4S
100
5-12-12
(2)
290
Pink to yellow to tan mottled SILT, moist+, loose, Color change from
red to dark red at 16.5' bgs., (RESIDUAL SOIL)
20
SS
5
100
6-8-8
(16)
285
Tan SILT, silt, moist-, hard, Wet soil cuttings at 22' bgs, hard drilling
at 23' bgs, and color change to tan., (WEATHERED ROCK)
25
SS
6
10
50 2
-----------------------------
Tan SILT, moist-, hard, (ROCK)
7
7
0
50-1
280
-
30
Gray to tan SILTSTONE, fresh, massive, Competent rock with near
vertical to low -angle fractures.
NQ
100
1
(85)
275
35
(Continued Next Page)

BORING NUMBER PZ5-16D
- ` Civil & Environmental Consultants, Inc.
,- 1900 A Center Park Drive PAGE 2 OF 2
' �A Charlotte, NC 28217
CLIENT Anson Waste Management Facility PROJECT NAME Phase 5 Landfill Expansion Area
PROJECT NUMBER 165-276 PROJECT LOCATION Anson County, NC
w
o
A SPT N VALUE A
0
U
}
U) w
20 40 60 80
~
0-0 O
=
a
w 0
0 ? Q
PL LL
>
Q�
MATERIAL DESCRIPTION
wv
J
0
o
2 Z
0
m0>
0 Z
20 40 60 80
w
<
W
El FINES CONTENT (%) El
35
20 40 60 80
Tan SILTSTONE, moderately weathered, moderately broken, massive,
Highly fractured zone from 32.5'-34.5' bgs.
NQ
92
2
(61)
270
40
Tan SILTSTONE, moderately weathered, slightly broken, massive
Healed to vertical fractures, quartz vein from 37.5'-40' bgs.
Bottom of boring at 42.6 feet.
NQ
100
3
(93)

fl—j—A—Civil & Environmental Consultants, Inc. BORING NUMBER PZ5-17S
PAGE 1 OF 1
��� 1900 A Center Park Drive
Charlotte, NC 28217
CLIENT Anson Waste Management Facility PROJECT NAME Phase 5 Landfill Expansion Area
PROJECT NUMBER 165-276 PROJECT LOCATION Anson County, NC
DATE STARTED 4/11/17 COMPLETED 4/11/17 GROUND ELEVATION 286.18 ft BACKFILL
DRILLING CONTRACTOR Summit Engineering WATER LEVELS:
DRILLING METHOD Hollow Stem Auger BEFORE CORING NA
CEC REP MBG CHECKED BY EHS TAT END OF DRILLING 20.1 ft / Elev 266.1 ft
NOTES 648hrs AFTER DRILLING 19.4 ft / Elev 266.8 ft
0
~
>
w
U
o O
Q�
0
MATERIAL DESCRIPTION
=
a
wv
0
w
Lu
J
a5
2 Z
<
o
}
w 0
0-
0
W
U) w
0? Q
m0>
0 z
A SPT N VALUE A
20 40 60 80
PL LL
20 40 60 80
El FINES CONTENT (%) El
20 40 60 80
285
Red to orange clayey SILT, dry, soft, (RESIDUAL SOIL)
KSs
1
100
2-3-4
(7)
Dark red SILT, with sandy, silt dry, soft, (RESIDUAL SOIL)
5X
2S
100
3 5-8
(13)
280
Light brown to red sandy SILT, dry, soft, (RESIDUAL SOIL)
10
SS
F3
100
5-10-27
(37)
275
Dark red SILT, dry, soft, (RESIDUAL SOIL)
15
SS
4
83
9-13-12
(25)
270
Dark red sandy SILT, trace rock fragments, dry, stiff, (RESIDUAL
iSOIL)
-
20
SS
5
83
11-16-17
(33)
265
Dark red to tan sandy SILT, trace rock fragments, dry, stiff,
(RESIDUAL SOIL)
25
SS
6
43
15 50 1
(51)
260
------------------------------
Tan ROCK FRAGMENTS, moist, hard, (ROCK)
Bottom of boring at 30.0 feet.
30
SS
7
10
50-1

fl—j—A—Civil & Environmental Consultants, Inc. BORING NUMBER PZ5-18S
��� 1900 A Center Park Drive PAGE 1 OF 1
Charlotte, NC 28217
CLIENT Anson Waste Management Facility PROJECT NAME Phase 5 Landfill Expansion Area
PROJECT NUMBER 165-276 PROJECT LOCATION Anson County, NC
DATE STARTED 4/12/17 COMPLETED 4/12/17 GROUND ELEVATION 259.54 ft BACKFILL
DRILLING CONTRACTOR Summit Engineering WATER LEVELS:
DRILLING METHOD Hollow Stem Auger BEFORE CORING NA
CEC REP MBG CHECKED BY EHS TAT END OF DRILLING 11.6 ft / Elev 248.0 ft
NOTES 624hrs AFTER DRILLING 13.0 ft / Elev 246.E ft
0
~
>
w
U
o O
Q�
0
MATERIAL DESCRIPTION
=
a
wv
0
w
Lu
J
a5
2 Z
<
o
}
w 0
0-
0
W
U) w
0? Q
m0>
0 z
A SPT N VALUE A
20 40 60 80
PL LL
20 40 60 80
El FINES CONTENT (%) El
20 40 60 80
Dark brown SILT, trace organics, dry, stiff, (RESIDUAL SOIL)
�
SS
1
67
5-23-20
(43)
255
Tan ROCK FRAGMENTS, dry, hard, (WEATHERED ROCK)
5
SS
2
0
50-2
250
Tan ROCK FRAGMENTS, dry, hard, (WEATHERED ROCK)
10
SS
3
0
50-0
i
245
— — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
Tan ROCK FRAGMENTS, dry, hard, (ROCK)
15
SS
4
0
50-0
Bottom of boring at 17.0 feet.

BORING NUMBER PZ5-19S
& Environmental Consultants, Inc.
PAGE 1 OF 2
fl—j—A—Civil
��� 1900 A Center Park Drive
Charlotte, NC 28217
CLIENT Anson Waste Management Facility PROJECT NAME Phase 5 Landfill Expansion Area
PROJECT NUMBER 165-276 PROJECT LOCATION Anson County, NC
DATE STARTED 4/10/17 COMPLETED 4/10/17 GROUND ELEVATION 291.20 ft BACKFILL
DRILLING CONTRACTOR Summit Engineering WATER LEVELS:
DRILLING METHOD Hollow Stem Auger BEFORE CORING NA
CEC REP MBG CHECKED BY EHS TAT END OF DRILLING 9.2 ft / Elev 282.0 ft
NOTES 672hrs AFTER DRILLING 5.7 ft / Elev 285.E ft
w
o
A SPT N VALUE A
0
U
}
U w
20 40 60 80
~
o O
=
a
Lu
w 0
0? Q
PL LL
>
Q�
MATERIAL DESCRIPTION
wv
J
0-
0
a5
2 Z
0
m0>
0 z
20 40 60 80
w
<
W
❑ FINES CONTENT (%) ❑
0
20 40 60 80
290
Light brown silty CLAY, dry, soft, (RESIDUAL SOIL)
KS'S
100
(2)
Gray to orange elastic SILT, dry, soft, (RESIDUAL SOIL)
100
3-5-6
5
2S
(11)
285
-
1 Dark red SILT, dry, stiff, (RESIDUAL SOIL)
10
SS
87
31-32-50-6
3
(82)
280
Dark red SILT, dry, hard, (WEATHERED ROCK)
15
SS
57
32-50-4
4
(54)
275
Dark red SILT, dry, hard, (WEATHERED ROCK)
20
SS
33
50-1
5
270
Red SILT, trace rock fragments, dry, hard, (WEATHERED ROCK)
25
SS
15
50-2
6
265
Gray SILT, trace rock fragments, dry, hard, (WEATHERED ROCK)
30
SS
10
50-1
7
260
Gray sandy SILT, trace rock fragments, wet, hard, Wet split spoon.,
"SS
(WEATHERED ROCK)
35
(Continued Next Page)

BORING NUMBER PZ5-19S
- ` Civil & Environmental Consultants, Inc.
,- 1900 A Center Park Drive PAGE 2 OF 2
' �A Charlotte, NC 28217
CLIENT Anson Waste Management Facility PROJECT NAME Phase 5 Landfill Expansion Area
PROJECT NUMBER 165-276 PROJECT LOCATION Anson County, NC
w
o
A SPT N VALUE A
0
U
}
>-
U w
20 40 60 80
~
0-0
=
a
Lu
w 0
0 ? Q
PL �L
>
Q�
MATERIAL DESCRIPTION
wv
J
0�
0
o
2Z
U
m0>
UZ
20 40 60 80
w
<
ElFINES CONTENT (%) El
35
co
20 40 60 80
255
Gray sandy SILT, trace rock fragments, wet, hard, Wet split spoon
(WEATHERED ROCK)
40
SS
Bottom of boring at 40.0 feet.
9
0
50-0

fl—j—A—Civil & Environmental Consultants, Inc. BORING NUMBER PZ5-20S
��� 1900 A Center Park Drive PAGE 1 OF 1
Charlotte, NC 28217
CLIENT Anson Waste Management Facility PROJECT NAME Phase 5 Landfill Expansion Area
PROJECT NUMBER 165-276 PROJECT LOCATION Anson County, NC
DATE STARTED 4/10/17 COMPLETED 4/10/17 GROUND ELEVATION 263.97 ft BACKFILL
DRILLING CONTRACTOR Summit Engineering WATER LEVELS:
DRILLING METHOD Hollow Stem Auger BEFORE CORING NA
CEC REP MBG CHECKED BY EHS TAT END OF DRILLING 1.6 ft / Elev 262.4 ft
NOTES 672hrs AFTER DRILLING ARTESIAN
0
~
>
w
U
o O
Q�
0
MATERIAL DESCRIPTION
=
a
wv
0
w
}
Lu
J
a5
2 Z
<
-.1
>-
w 0
0-
0
W
U w
0? Q
m0>
0 z
A SPT N VALUE A
20 40 60 80
PL LL
20 40 60 80
❑ FINES CONTENT (%) ❑
20 40 60 80
i_
SS
1
100
2-2-3
(5)
Tan to dark brown SILT, dry, soft, (RESIDUAL SOIL)
260
Gray to tan to orange SILT, trace rock fragments, dry, stiff,
(RESIDUAL SOIL)
5
SS
2
100
2-5-5
(10)
255
Tan to orange SILT, trace rock fragments, dry, stiff, (RESIDUAL
SOIL)
10
SS
13-24-50-5
3
100
(74)
250
Gray cemented SILT, trace rock fragments, dry, hard, (WEATHERED
ROCK)
15
SS
4
33
501
245
Gray ROCK FRAGMENTS, wet, hard, (WEATHERED ROCK)_
Gray ROCK FRAGMENTS, wet, hard, (ROCK)
Bottom of boring at 20.0 feet.
20
SS
5
SS
20
3
46-50-1
(51)
50-0
6

BORING NUMBER PZ5-20D
& Environmental Consultants, Inc.
PAGE 1 OF 2
fj_j_A_Civil
��� 1900 A Center Park Drive
Charlotte, NC 28217
CLIENT Anson Waste Management Facility PROJECT NAME Phase 5 Landfill Expansion Area
PROJECT NUMBER 165-276 PROJECT LOCATION Anson County, NC
DATE STARTED 5/3/17 COMPLETED 5/3/17 GROUND ELEVATION 264.06 ft BACKFILL
DRILLING CONTRACTOR Summit Engineering WATER LEVELS:
DRILLING METHOD Hollow Stem Auger & NQ Core Z-7 BEFORE CORING 17.5 ft / Elev 246.6 ft
CEC REP MBG CHECKED BY EHS AT END OF DRILLING NA
NOTES 120hrs AFTER DRILLING ARTESIAN
w
o
A SPT N VALUE A
p
U
}
>-
U w
20 40 60 80
~
o O
=
a
w 0
p? Q
PLMC LL
>
¢�
MATERIAL DESCRIPTION
wv
J
O-
�
aD
2Z
U
MO>
UZ
20 40 60 80
w
<
W
❑ FINES CONTENT (%) ❑
0
20 40 60 80
260
5
255
10
250
15
Q
245
Tan to gray SILTSTONE, moderately weathered, broken, massive, Tan
20
NQ
58
to gray fractured siltstone.
1
(53)
240
Gray to tan SILTSTONE, slightly weathered, massive, Gray to tan
25
semi -competent siltstone. High angle to vertical fractures.
NQ
96
2
(80)
235
Gray SILTSTONE, fresh, massive, Highly competent gray siltstone with
30
sub -horizontal fractures.
NQ
100
3
(99)
230
Gray SILTSTONE, fresh, massive, Highly competent gray siltstone with
(Continued Next Page)

BORING NUMBER PZ5-20D
- ` Civil & Environmental Consultants, Inc.
,- 1900 A Center Park Drive PAGE 2 OF 2
' �A Charlotte, NC 28217
CLIENT Anson Waste Management Facility PROJECT NAME Phase 5 Landfill Expansion Area
PROJECT NUMBER 165-276 PROJECT LOCATION Anson County, NC
w
o
A SPT N VALUE A
0
U
}
U) w
20 40 60 80
~
o_
=
a
Lu
w 0
0 ? Q
PL �L
>
OO
Q�
MATERIAL DESCRIPTION
wv
J
0�
�
aD
2 Z
0
m0>
0 Z
20 40 60 80
w
<
w
ElFINES CONTENT (%) El
co
20 40 60 80
sub -horizontal fractures.
Bottom of boring at 34.3 feet.
NQ
98
4
(96)

BORING NUMBER PZ5-21 S
& Environmental Consultants, Inc.
PAGE 1 OF 1
fj_j_A_Civil
��� 1900 A Center Park Drive
Charlotte, NC 28217
CLIENT Anson Waste Management Facility PROJECT NAME Phase 5 Landfill Expansion Area
PROJECT NUMBER 165-276 PROJECT LOCATION Anson County, NC
DATE STARTED 4/13/17 COMPLETED 4/13/17 GROUND ELEVATION 289.78 ft BACKFILL
DRILLING CONTRACTOR Summit Engineering WATER LEVELS:
DRILLING METHOD Hollow Stem Auger BEFORE CORING NA
CEC REP MBG CHECKED BY EHS TAT END OF DRILLING 27.7 ft / Elev 262.1 ft
NOTES 600hrs AFTER DRILLING 26.9 ft / Elev 262.9 ft
w
o
A SPT N VALUE A
0
U
}
U) w
20 40 60 80
~
o O
=
a
Lu
w 0
0? Q
PL LL
>
Q�
MATERIAL DESCRIPTION
wv
J
0-
0
a5
2 Z
0
m0>
0 Z
20 40 60 80
w
<
W
El FINES CONTENT (%) El
0
20 40 60 80
Orange SILT, dry, soft, Bulldozer cleared area for well installation and
SS
2-2-2
pushed 3-5 feet of soil for a stable pad., (FILL)
1
100
(4)
Orange SILT, dry, soft, Bulldozer cleared area for well installation and
285
pushed 3-5 feet of soil for a stable pad., (FILL)
5
2S
100
-5-
Tan to light brown to orange SILT, dry, soft, (RESIDUAL SOIL)
280
10
SS
100
3-5-5
3
(10)
Light gray SILT, dry, soft, Black streaks present., (RESIDUAL SOIL)
275
15
100
8- 0-12
4S
()
Light gray to orange to red SILT, dry, soft, Black streaks present.,
270
(RESIDUAL SOIL)
20
SS
5
100
4-8-12
(20)
Light gray cemented SILT, dry, hard, (WEATHERED ROCK)
265
25
SS
6
33
50-5
Y
1
Gray ROCK FRAGMENTS, moist-, hard, (ROCK)
260
30
SS
7
0
50-0
Bottom of boring at 31.1 feet.

, j—A—V Civil & Environmental Consultants, Inc. BORING NUMBER PZ5-10D-R
/ 333 Baldwin Road PAGE 1 OF 3
W Pittsburgh, PA 15205
CLIENT Anson County Land Fill PROJECT NAME
PROJECT NUMBER 165-276 PROJECT LOCATION 375 Dozer Dr, Polkton, NC 28135
DATE STARTED 11/14/17 COMPLETED 11/17/17 GROUND ELEVATION BACKFILL
DRILLING CONTRACTOR Summit GROUND WATER LEVELS:
DRILLING METHOD HSA and CC Rock Coring BEFORE CORING -
CEC REP MBG CHECKED BY EHS TAT END OF DRILLING 71.1 ft
NOTES 7-AFTER DRILLING 77.4 ft
z
O
Q
Lu
w
U
=O
0-0
��
C�
MATERIAL DESCRIPTION
—
a
ov
0
w
~m
g
�z
<
o
_
LU
> 0
OOP
L
�z�
0� Q
mo>
w
�w
v"
d
A SPT N VALUE A
20 40 60 80
PL MC LL
20 40 60 80
El FINES CONTENT (%) El
20 40 60 80
Red to orange SILT, with organics, dry, soft, 100% recovery
SS
Red to orange SILT, with organics, dry, soft, 100% recovery
1
SS
Tan SILT, dry, soft, red to orange silt with organics, 100%
2
recovery
5
SS
White SILT, dry, soft, white to tan with brown streaks, 100%
3
recovery
10
SS
White SILT, dry, very soft, white to tan with no brown streaks,
4
75% recovery
15
SS
White SILT, dry, very soft, white to tan with no brown streaks,
5
20% recovery
20
SS
Tan SILT, dry, soft, tan to white, 10% recovery
6
25
SS
Tan SILT, dry, medium stiff, tan to white, some dark brown 5%
7
recovery
30
SS
Tan SILT, dry, medium stiff, tan to white, 5% recovery
8
35
(Continued Next Page)

, j—A—W Civil & Environmental Consultants, Inc. BORING NUMBER PZ5-10D-R
/ 333 Baldwin Road PAGE 2 OF 3
W Pittsburgh, PA 15205
CLIENT Anson County Land Fill PROJECT NAME
PROJECT NUMBER 165-276 PROJECT LOCATION 375 Dozer Dr, Polkton, NC 28135
z
O
Q
Jv
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U
=O
a 0
��
C�
MATERIAL DESCRIPTION
—
a
ov
35
w
~m
g
FL
<
o
_
LU
> 0
OOP
W
�z�
0 D Q
mo>
w
�w
w y
v"
d
A SPT N VALUE A
20 40 60 80
PL MC LL
I--��
20 40 60 80
El FINES CONTENT (%) El
20 40 60 80
Tan SILT, dry, medium stiff, tan to white, 5% recovery
(continued)
SS
Tan silty CLAY, dry, hard, no recovery
9
40
SS
Tan silty CLAY, dry, hard, no recovery
10
45
SS
11
50
SS
Tan silty CLAY, dry, hard, no recovery
12
55
SS
Tan silty CLAY, dry, hard, no recovery, AUGER REFUSAL at
58.5'
60
83
50
Gray SANDSTONE, slightly weathered, fine grained matrix, 2"
fracture
[RC
Gray SANDSTONE, highly weathered, fine grained matrix with 45
degree fractures and iron/manganese staining
92
(57)
65
Gray SANDSTONE, highly weathered, fine grained matrix with 45
degree fractures and iron/manganese staining
RC
530
16
(74)
70
Tan and gray SANDSTONE, highly weathered, fine grained
1 matrix with vertical and 45 degree fractures that have
iron/manganese staining, and a quartz vein at 73'
RC
95
17
(94)
75
(Continued Next Page)

BORING NUMBER PZ5-10D-R
Alk Civil & Environmental Consultants, Inc.
333 Baldwin Road PAGE 3 OF 3
A Pittsburgh, PA 15205
CLIENT Anson County Land Fill PROJECT NAME
PROJECT NUMBER 165-276 PROJECT LOCATION 375 Dozer Dr, Polkton, NC 28135
w
o
A SPT N VALUE A
z
O
U
w
20 40 60 80
PL MC LL
I--��
Q
=O
0-0
MATERIAL DESCRIPTION
—
a
~m
g
LU
> 0
z-j
0 D Q
�w
w n
Jv
��
Lu
FL
OOP
mo>
v"
20 40 60 80
w
C�
<
W
d
El FINES CONTENT (%) El
75
20 40 60 80
Tan and gray SILTY SANDSTONE, slightly weathered, tan fine
grained matrix at 75' changes to matrix with less fractures and
some iron/manganese staining
RC
80
18
(78)
80
Gray SILTY SANDSTONE, moderately weathered, fine grained
matrix with mainly horiztonal fractures, and quartz at 84'
RC
94
19
(94)
85
Gray to white SANDSTONE, highly weathered, fine grained
matrix, with 45 degree fractures and heavy iron/manganese
staining
RC
92
20
(60)
90
Bottom of hole at 90.0 feet.

BORING NUMBER PZ5-14D
Civil & Environmental Consultants, Inc.
333 Baldwin Road PAGE 1 OF 2
=AIVAAV
Pittsburgh, PA 15205
CLIENT Anson County Land Fill PROJECT NAME
PROJECT NUMBER 165-276 PROJECT LOCATION 375 Dozer Dr, Polkton, NC 28135
DATE STARTED 11/28/17 COMPLETED 11/29/17 GROUND ELEVATION BACKFILL
DRILLING CONTRACTOR Summit GROUND WATER LEVELS:
DRILLING METHOD Hollow Stem Auger & NQ Core BEFORE CORING -
CEC REP MBG CHECKED BY EHS TAT END OF DRILLING 71.5 ft
NOTES 7-AFTER DRILLING 53.5 ft
w
o
A SPT N VALUE A
z
O
U
w
20 40 60 80
Q
=O
0-0
MATERIAL DESCRIPTION
—
a
~m
g
_
LU
> 0
�z�
0� Q
�w
PL MC LL
Lu
��
ov
OOP
mo>
v"
20 40 60 80
w
C�
�z
<
L
d
El FINES CONTENT (%) El
0
20 40 60 80
5
10
15
20
25
30
35
(Continued Next Page)

BORING NUMBER PZ5-14D
Civil & Environmental Consultants, Inc.
, J—A—W
/ 333 Baldwin Road PAGE 2 OF 2
W Pittsburgh, PA 15205
CLIENT Anson County Land Fill PROJECT NAME
PROJECT NUMBER 165-276 PROJECT LOCATION 375 Dozer Dr, Polkton, NC 28135
w
o
A SPT N VALUE A
z
O
U
w
20 40 60 80
PL MC LL
I--��
Q
=O
0-0
MATERIAL DESCRIPTION
—
a
~m
g
_
LU
> 0
�z�
0 D Q
�w
w y
Jv
��
ov
OOP
mo>
v"
20 40 60 80
w
C�
Ez
<
W
d
El FINES CONTENT (%) El
35
20 40 60 80
40
45
Gray SANDSTONE, moderately weathered, Grey matrix
containing quartz, with Iron and Manganese staining at fractures
RC
94
(81)
50
Gray SANDSTONE, highly weathered, Grey matrix containing
quartz, with a Iron and Manganese staining at a major 75 degree
fracture at 52.5'
RC
87
(78)
55
Gray SANDSTONE, moderately weathered, Grey matrix
containing quartz, with Iron and Manganese staining at fractures
RC
96
(79)
60
Gray SILTY SANDSTONE, highly weathered, Highly fractured
grey fine grained sand/siltstone PWR from 63.5'-65'
RC
85
(66)
65
Gray SILTY SANDSTONE, moderately weathered, PWR
continued to 66' then competent to highly competent grey
silt/sandstone with one fracture at 67'
RC
100
(100)
70
Bottom of hole at 70.0 feet.
i

BORING NUMBER PZ5-23D
Civil & Environmental Consultants, Inc.
, j—A—V
/ 333 Baldwin Road PAGE 1 OF 2
W Pittsburgh, PA 15205
CLIENT Anson County Land Fill PROJECT NAME
PROJECT NUMBER 165-276 PROJECT LOCATION 375 Dozer Dr, Polkton, NC 28135
DATE STARTED 11/13/17 COMPLETED 11/13/17 GROUND ELEVATION BACKFILL
DRILLING CONTRACTOR Summit GROUND WATER LEVELS:
DRILLING METHOD HSA and CC Coring BEFORE CORING -
CEC REP MBG CHECKED BY EHS AT END OF DRILLING DRY
NOTES AFTER DRILLING 41.1 ft
w
o
A SPT N VALUE A
z
O
U
w
20 40 60 80
Q
=O
0-0
MATERIAL DESCRIPTION
—
a
~m
g
_
LU
> 0
�z�
0� Q
�w
PL MC LL
Lu
��
ov
OOP
mo>
v"
20 40 60 80
w
C�
�z
<
L
d
El FINES CONTENT (%) El
0
20 40 60 80
Tan and brown SILT, dry, 100% recovery
SS
Tan and brown SILT, dry, 100% recovery
1
SS
=
Red to orange silty CLAY, with organics, dry, medium stiff, 75%
2
recovery
5
SS
Red to orange silty CLAY, dry, medium stiff, 75% recovery
3
10
SS
Tan and gray CLAY, dry, medium stiff, 40% recovery
4
15
SS
Gray ROCK FRAGMENTS, dry, hard, 5% recovery
5
0
20
0
O
0
o
OSS
6
Gray ROCK FRAGMENTS, dry, hard, 5% recovery
0
25
0
O
0
S
7
Tan ROCK FRAGMENTS, dry, hard, no recovery
0
30
0
O
0
o
OSS
8
Gray ROCK FRAGMENTS, dry, hard, no recovery, AUGER
100
REFUSAL at 33.5'
35
CC
(Continued Next Page)

BORING NUMBER PZ5-23D
Alk Civil & Environmental Consultants, Inc.
333 Baldwin Road PAGE 2 OF 2
A Pittsburgh, PA 15205
CLIENT Anson County Land Fill PROJECT NAME
PROJECT NUMBER 165-276 PROJECT LOCATION 375 Dozer Dr, Polkton, NC 28135
w
o
A SPT N VALUE A
z
O
U
w
20 40 60 80
PL MC LL
I--��
Q
=O
0-0
MATERIAL DESCRIPTION
—
a
~m
g
LU
> 0
�z�
0 D Q
�w
w y
Jv
��
ov
OO9
mo>
v"
20 40 60 80
w
C�
Ez
<
W
d
El FINES CONTENT (%) El
35
20 40 60 80
Gray SILTY SANDSTONE, hard, fine grained matrix with some
CC
96
pyrite laminations and quartz
10
(79)
Gray SILTY SANDSTONE, hard, fine grained matrix with some
pyrite laminations, quartz and one major fracture with orange an
green staining
CC
93
Gray SILTY SANDSTONE, hard, fine grained matrix with some
11
(90)
pyrite laminations, quartz and one critical fracture with
iron/manganese staining at 39.5'
40
Gray SILTY SANDSTONE, hard, fine grained matrix with some
pyrite laminations
CC
95
12
(95)
45
Bottom of hole at 45.0 feet.

, j_A_F Civil & Environmental Consultants, Inc. BORING NUMBER PZ5-24D
/ 333 Baldwin Road PAGE 1 OF 2
W Pittsburgh, PA 15205
CLIENT Anson County Land Fill PROJECT NAME
PROJECT NUMBER 165-276 PROJECT LOCATION 375 Dozer Dr, Polkton, NC 28135
DATE STARTED 11/13/17 COMPLETED 11/13/17 GROUND ELEVATION BACKFILL
DRILLING CONTRACTOR Summit GROUND WATER LEVELS:
DRILLING METHOD HSA and CC Coring BEFORE CORING -
CEC REP MBG CHECKED BY EHS AT END OF DRILLING DRY
NOTES 7 AFTER DRILLING 37.2 ft
z
O
Q
Lu
w
U
=O
0-0
��
C�
MATERIAL DESCRIPTION
—
a
ov
0
w
~m
g
�z
<
o
_
LU
> 0
OOP
L
�z�
0� Q
mo>
w
�w
v"
d
A SPT N VALUE A
20 40 60 80
PL MC LL
20 40 60 80
El FINES CONTENT (%) El
20 40 60 80
=
Tan SILT, with organics, dry, soft, tan to orange
=
SS
Tan SILT, with organics, dry, soft, tan to orange
—
1
SS
Tan SILT, dry, soft, tan to white to red
2
5
SS
Tan SILT, moist, soft, tan to white to red with dark brown streaks
3
10
SS
Tan SILT, moist, soft, tan to white to red with dark brown and
4
dark orange streaks
15
SS
White silty CLAY, moist-, medium stiff, white to gray
5
20
SS
Tan SILT, moist-, soft, tan to white with black streaks
6
25
SS
No recovery
7
30
SS
rock and AUGER REFUSAL at 33.5'
8
�Pa�rtiallyathered
35
(Continued Next Page)

BORING NUMBER PZ5-24D
Alk Civil & Environmental Consultants, Inc.
333 Baldwin Road PAGE 2 OF 2
A Pittsburgh, PA 15205
CLIENT Anson County Land Fill PROJECT NAME
PROJECT NUMBER 165-276 PROJECT LOCATION 375 Dozer Dr, Polkton, NC 28135
w
o
A SPT N VALUE A
z
O
U
w
20 40 60 80
Q
=O
0-0
MATERIAL DESCRIPTION
—
a
~m
g
LU
> 0
�z�
0 D Q
�w
w y
PL MC LL
I--��
Jv
��
ov
OO9
mo>
v"
20 40 60 80
w
C�
Ez
<
W
d
El FINES CONTENT (%) El
35
20 40 60 80
Gray TUFF, highly weathered, soft, weathered meta -tuff, more
o
like partially weathered rock (continued)
CC
70
o
Y
_
9
(39)
O
0
o
40
Gray TUFF, highly weathered, soft, weathered meta -tuff, more
like partially weathered rock
0
CC
0
10
o O
0
Bottom of hole at 44.0 feet.

, j_A_F Civil & Environmental Consultants, Inc. BORING NUMBER PZ5-25
/ 333 Baldwin Road PAGE 1 OF 2
W Pittsburgh, PA 15205
CLIENT Anson County Land Fill PROJECT NAME
PROJECT NUMBER 165-276 PROJECT LOCATION 375 Dozer Dr, Polkton, NC 28135
DATE STARTED 11/14/17 COMPLETED 11/14/17 GROUND ELEVATION BACKFILL
DRILLING CONTRACTOR Summit GROUND WATER LEVELS:
DRILLING METHOD Hollow Stem Auger BEFORE CORING --
CEC REP MBG CHECKED BY EHS TAT END OF DRILLING 45.1 ft
NOTES 7 AFTER DRILLING 47.8 ft
z
O
Q
Jv
w
U
=O
0-0
��
C�
MATERIAL DESCRIPTION
—
a
ov
0
w
~m
g
Ez
<
o
_
LU
> 0
OOP
W
�z�
0 D Q
mo>
w
�w
w y
v"
d
A SPT N VALUE A
20 40 60 80
PL MC LL
I--��
20 40 60 80
El FINES CONTENT (%) El
20 40 60 80
Dark red silty CLAY, some organics, dry, medium stiff, 100%
recovery
SS
Dark red silty CLAY, some organics, dry, medium stiff, 100%
1
recovery
SS
Tan SILT, moist-, soft, tan to white with brown streaks
2
5
SS
Tan SILT, moist-, soft, tan to white with brown streaks, 100%
3
recovery
10
SS
Tan and brown silty CLAY, dry, medium stiff, tan to light brown,
4
100% recovery
15
SS
Tan and brown silty CLAY, moist-, medium stiff, tan to light
5
brown, 100% recovery
20
SS
Tan and brown silty CLAY, moist-, medium stiff, tan to light brown
6
with brown streaks, 100% recovery
25
SS
White silty CLAY, moist-, medium stiff, color change to white/grey
7
at 295, 100% recovery
30
SS
Tan silty CLAY, moist-, soft, 75% recovery
8
35
(Continued Next Page)

BORING NUMBER PZ5-25
Civil & Environmental Consultants, Inc.
333 Baldwin Road PAGE 2 OF 2
=AIVAAV
Pittsburgh, PA 15205
CLIENT Anson County Land Fill PROJECT NAME
PROJECT NUMBER 165-276 PROJECT LOCATION 375 Dozer Dr, Polkton, NC 28135
w
o
A SPT N VALUE A
z
O
U
w
20 40 60 80
Q
=O
0-0
MATERIAL DESCRIPTION
—
a
~m
g
LU
> 0
�z�
0 D Q
�w
w y
PL MC LL
I--��
Jv
��
ov
OOP
mo>
v"
20 40 60 80
w
C�
Ez
<
W
d
El FINES CONTENT (%) El
35
20 40 60 80
Tan silty CLAY, moist-, soft, 75% recovery (continued)
SS
Tan silty CLAY, moist-, soft, 50% recovery
9
40
SS
White silty CLAY, moist-, soft, brown streaks, 80% recovery
10
1
45
SS
AUGER REFUSAL at 48.5'
11
Bottom of hole at 48.5 feet.

, j—A—V Civil & Environmental Consultants, Inc. BORING NUMBER PZ5-26D
/ 333 Baldwin Road PAGE 1 OF 2
W Pittsburgh, PA 15205
CLIENT Anson County Land Fill PROJECT NAME
PROJECT NUMBER 165-276 PROJECT LOCATION 375 Dozer Dr, Polkton, NC 28135
DATE STARTED 11/15/17 COMPLETED 11/15/17 GROUND ELEVATION BACKFILL
DRILLING CONTRACTOR Summit GROUND WATER LEVELS:
DRILLING METHOD HSA and CC Coring BEFORE CORING -
CEC REP MBG CHECKED BY EHS TAT END OF DRILLING 43.2 ft
NOTES 7-AFTER DRILLING 46.4 ft
z
O
Q
Jv
w
U
=O
0-0
��
C�
MATERIAL DESCRIPTION
—
a
ov
0
w
~m
g
Ez
<
o
_
LU
> 0
OOP
W
�z�
0 D Q
mo>
w
�w
w y
v"
d
A SPT N VALUE A
20 40 60 80
PL MC LL
I--��
20 40 60 80
El FINES CONTENT (%) El
20 40 60 80
Dark red SILT, moist, soft, Dark red to orange to gray, 100%
recovery
SS
Dark red SILT, moist, soft, Dark red to orange to gray, 100%
1
recovery
SS
Dark red SILT, moist, soft, Dark red to gray with black streaks,
2
100% recovery
5
SS
Dark red SILT, moist, soft, Red to tan to orange with black parting
3
laminations, 100% recovery
10
SS
Tan silty CLAY, dry, soft, tan to gray with black laminations, 20%
4
recovery
15
SS
Tan silty CLAY, dry, hard, less than 5% recovery
5
20
SS
Tan silty CLAY, dry, hard, no recovery
6
25
SS
Tan silty CLAY, dry, hard, less than 5% recovery
7
30
SS
Pwr, AUGER REFUSAL AT 33.5'
35
8
CC
Gray TUFF, slightly weathered, some iron/manganese staining
33
(Continued Next Page)

BORING NUMBER PZ5-26D
Civil & Environmental Consultants, Inc.
, J—A—W
/ 333 Baldwin Road PAGE 2 OF 2
W Pittsburgh, PA 15205
CLIENT Anson County Land Fill PROJECT NAME
PROJECT NUMBER 165-276 PROJECT LOCATION 375 Dozer Dr, Polkton, NC 28135
w
o
A SPT N VALUE A
z
O
U
w
20 40 60 80
PL MC LL
I--��
Q
=O
0-0
MATERIAL DESCRIPTION
—
a
~m
g
LU
> 0
�z�
0 D Q
�w
w y
Jv
��
ov
OO9
mo>
v"
20 40 60 80
w
C�
Ez
<
W
d
El FINES CONTENT (%) El
35
20 40 60 80
Gray TUFF, moderately weathered, very fine grained matrix with
45,60 and 80 degree fractures, and iron/manganese staining
CC
88
10
(83)
40
Gray TUFF, highly weathered, major fracture 43' with
iron/manganese staining, very brittle rock, some 45 and 80
degree fractures
CC
93
1
11
(83)
45
Gray TUFF, highly weathered, rock change at 47.5' to a 3"
section of highly fractured tan/brown sandstone with dark brown
staining, then back to gray tuff with 45 degree fractures
CC
100
12
(68)
50
Gray TUFF, moderately weathered, fine grained matrix with 45
degree fractures that have iron/manganese staining
CC
99
13
(97)
55
Bottom of hole at 55.0 feet.

BORING NUMBER PZ5-27D
Civil & Environmental Consultants, Inc.
, j_A_F
/ 333 Baldwin Road PAGE 1 OF 2
W Pittsburgh, PA 15205
CLIENT Anson County Land Fill PROJECT NAME
PROJECT NUMBER 165-276 PROJECT LOCATION 375 Dozer Dr, Polkton, NC 28135
DATE STARTED 11/15/17 COMPLETED 11/1/17 GROUND ELEVATION BACKFILL
DRILLING CONTRACTOR Summit GROUND WATER LEVELS:
DRILLING METHOD HSA and CC Coring BEFORE CORING -
CEC REP MBG CHECKED BY EHS AT END OF DRILLING --
NOTES 7 AFTER DRILLING 30.6 ft
w
o
A SPT N VALUE A
z
O
U
w
20 40 60 80
Q
=O
0-0
MATERIAL DESCRIPTION
—
a
~m
g
_
LU
> 0
�z�
0� Q
�w
PL MC LL
Lu
��
ov
FL
OOP
mo>
v"
20 40 60 80
w
<
L
d
El FINES CONTENT (%) El
0
20 40 60 80
Tan clayey SILT, moist-, soft, brown and black streaks, 100%
recovery
SS
Tan clayey SILT, moist-, soft, brown and black streaks, 100%
recovery
SS
Tan clayey SILT, moist-, soft, brown and black streaks, 100%
recovery
5
SS
Tan clayey SILT, moist-, soft, brown and black streaks, 80%
recovery
10
SS
Tan and brown clayey SILT, moist-, soft, brown streaks, 20%
recovery
15
SS
Gray silty CLAY, dry, medium stiff, gray to tan, 5% recovery
20
SS
Gray silty CLAY, dry, hard, gray to tan, less than 5% recovery
25
SS
Gray silty CLAY, dry, hard, gray to tan, less than 5% recovery
30
Pwr, AUGER REFUSAL ar 33.5'
CC
35
(Continued Next Page)

BORING NUMBER PZ5-27D
Alk Civil & Environmental Consultants, Inc.
333 Baldwin Road PAGE 2 OF 2
A Pittsburgh, PA 15205
CLIENT Anson County Land Fill PROJECT NAME
PROJECT NUMBER 165-276 PROJECT LOCATION 375 Dozer Dr, Polkton, NC 28135
w
o
A SPT N VALUE A
z
O
U
w
20 40 60 80
Q
=O
0-0
MATERIAL DESCRIPTION
—
a
~m
g
LU
> 0
�z�
0 D Q
�w
w y
PL MC LL
I--��
Jv
��
ov
OO9
mo>
v"
20 40 60 80
w
C�
Ez
<
W
d
El FINES CONTENT (%) El
35
20 40 60 80
Gray TUFF, highly weathered, highly fractured meta tuff
(continued)
CC
97
(53)
Bottom of hole at 39.5 feet.

APPENDIX B
TEMPORARY PIEZOMETER CONSTRUCTION RECORDS
Civil & Environmental Consultants, Inc.

WELL CONSTRUCTION RECOIRD-LO—W-All
1. Well cuntmdc orldarmatloe:
ark C 7(Z .
Wei[ CoarraetorName
X7 -a A
T[C Wvli Cow C.�ri$tatiaeNambcr
CampsayName
2. Wen Canstraction ramt'.
List all applicW9 Wellconnn'U=P0r'W& ce UlC, C—"f gme 7rarlmce, e(G)
3. well use (check well asej:
Water supply well:
Munidpifflublic
Agricultural —
Gaoth .m (H.M g/Caoiing Supply) E]Miwdentlal Water SuPpIY 41140
TndwwriaVCvmimerdal DRcddctW W"-SnPPtY (0--ld)
Ctzo
�AgtuferRecbat$e �C.rouod�'&t�r Remediatian
�pgn}fe,'StvsagcandRecnvety �Sal�itYHarrier
Aquifer Test [3StortnwaW age
3ft'i ..MaiTeehnoiogy [)SobsidM=Contral
]t,cothernmal (Closed hoop) EIIs =
=jGcothetnnal n I'm �10—d= lanuundtx#ZI Remarfk�s)
4. Date Well(9) Cdrnplet lb ;u r Twell IDa 7-•s' "
5R. Well Location:
V.
Can N.C-
F,, i&tylOwaerNnme Fesii$ IMVappu-bti)
3 7 s- A llj'e40- JZ ce ll/kix l 'u-
Physical Aftc:s. City, and Zip Zle i
A Il9at ]
C-Wy Pazcoll@emi6ionNa (Flit]
+� R rfo cle PotJ _ Parr(.ved e-
ft fL
Y 4[)iEKFitStnG fo . utd-easedirrHs OR1: &K J lieabk '
FaOM TO ntAbiE1958 T13>r7� MA78$tl1T.
17, SCREEN
FROM 1Y► DIAMUM sTtxrstzeTHFCKNM
31 R ;L-im �f ,Yf&TAIRIAL
#t
R
is
1$ GitOD'r
WROPA
IL
-:.--MA1'i<RrAL`=.-.-t1tIrMBITtOD&At1i01iNT
Sent
eat F�
ft
R
�a
3 a R
3c�s
N an•Q _ .or
Y�S/It±tDlGitel�Fr•PA[3C d - k -: :,;: .
TROM TO itdA'[:sniAT. t g�Cpdsgtrr tlOD .
20 URiI] itttGlG sttachsddidaQslstaa
: _
Fxast
'[D
notz aN6r elk..
�
R
R
iw
IL
fL
ft.
R
A.
R
S"ce logs, a GocxhOo
rilan . wh44 Ad mac— a- /w*r
Sb. Latitude end longitude in dcg _dndnntes(s000nds or dscTmai degrees•
2Z Certification: +-
ofwa 6dd one latllaag is soffi6cw)
�f�8S34.3.7,.N
S. Is(are) ihewrli(s)'�crmanrnt or �F'emporary
3igt seofG:dficdWet)canuanor �e
By Jigting lhie forts, 1 herrhy celY� dial !1u xE11(sJ vmN (Neri'J mlui7llelefl l!1 aeoDrdarlCe
QYes or Io
wlrh 15A MAC 02C _0100 or ISA NCAC 02C .0200 Well Coratraallorr 5randmd* and !hm a
7. Is this a repair to An existing wdl:
Iflhts tsa repair. fill out loowaWW aonarnWOM i*nnallan mid srplaln the nature of die
copy ofthl, record has hem pmvtd4d to theWllmN,rer.
rrPatr wader 021 r markr.recelan or as the h7r3: aflhlr farm_
23. SW diagram or additional well details:
You use the Sack of this page to provide additiattal wen s to details or well
8. For GeoprobeMPT or Closed -Loop Geo�ermal Wells having the same
may
coashudion details. Yon may also attach additional pages if necessary.
coashuction, 0 1 -I is needed. Indicate TOTAL NUhMF R ofwells
Brined
Cilalt+lri'l'AL R {'PIONS
94
9. Total well depth below lava surface a Zs (fL)
242. Far Ali 'Wells: Submit this form withim 30 days of completion of well
For muldple wells /W alldgnhe ttr.We,W (.cmeple- 3@200' and 2@100')
eaostnution to the fallowing:
3 • � 00
Division of Water Aesource9, Information Processing Unit,
10. static water level below fop of casing:
"+"
1617 Mull Service Center, Raleigb, NC 276994617
�jwater level fs oboe cash+&. an
/
ft$`Or Cm) 3 t.f �aL
24b. Far zn action wells: In addition to sending the form to the address in 24a
11 Borehole diameter:
above. also Submit nne copy of this form within 30 days of complexion of wall
12,Well consfrnetionmethod: > f" .r C6
coamciirmtothe following.
(i.. aogo , mtmy, e061q &f9d P136h. eM)
Division of Wetter Resonrces,'Clnderg>round Injeefion Control Progralorr
FOR WATER Sit1"PLY WELIS QNLY_ 1-4' /1
1b36r&il Service Center, Raleigp, NC 216994636
13a. Yield (9pm) Method of test:
24e For water Srmoly & Inieetlan In addition to sending the form to
file addresses) above; also submit one copy of this form within 30 days of
completion of well construction to the caffitY health department of the county
Amount:
13b. Disinfection type: -
FormGW-1 Noah Carolina D.Fdmcrlt ofEn"m m mto Qoarty-D'aviaan of W—Resaaccc Reva2 2 cd 2-2016

WELL CDN UCTSON 1
L Well CmkadDr r4QrMfi=
Mark E rv-s leX` S'R
x75i A
Nc 4PrIlCuma Ce c�'�
Compowwame
ZwairJon�a� -
LL,r as appfl�de ►�d1 a�trP it8
4. bate WeII(s} compared: 'L /7 wsnmw P LS— �S
Call
FasilitylOwaarName - -
Physi MUMCitY.aDdZIP
� S4�
JF= Yw#(ffgp )
plo / A
Sit. Latitude earl ioegitude � �seoumis or dk�sl
[t�veU Set$ oec iet/tong i4 sa�ceerd?
SE5'�8a t i`� 4 G3 r w
6. Fs{sre) iht xeD[s ermsae>u ur 3OiA
7. Is this a rcpaQ team gwe&- E3ym or Mo
IfrhtsIra rgm4rfrfVaffAhvw"rffconxravdo" rho ramraenfrhe
rrpolrundr�d2lrmrarlr*ss+c�ion uroadnebaekafrldtfmn�
6.ForGeoPtobMProrbC er'aWc&bavr these
coasltuetion, b y 1 -i is needed. 7ndicato TGrAL NUN OL afmllS
-
9. TOW wM dcp& lieiavr laad mr&m � � UP
For ontOpk�vr� Urr allul',plhr � %P�- j�Rp�mod7 aC310D'}
10. $,Mfm v am laysl b&w top of asbw-
If wnlprlewel Ls abvre aosal� ure +"
u. ii0!lhD14 diAmOfCr= G`rso� _ rChQ 3
12 wen zoas{iucMna method: iA VDI f ^ • • �'6 ��
(Le. wg , romy. wbkr &redrm% cw-)
DaM
By slgnmg �1+�1 rpm &,,j' mr* ow ON wet w — (--) --* d' - —rd--
wtth ISAXG4C R2t:.RIRR or 134IVr.4C aZC-Ri00 W-UCb SftmIv* aW thm a
OWofMareaaordjwbmy wldedrorhavmffowamw-
ZL $ire 49asram or 2d4r[Ho>}sl vre4 detat�3s
you may use Otte back of this paw to prnmide add iamal va site details or well
oansMxfinn ddM& You may also attach addttionnl PA9w'fn Y-
f3liBNal l'IAL t1�l9illC�'[ONS
7A& Far All W - Submit &b form wiffi m 30 daps of completion of well
comancamto the fak wine
llivisiaa oiwat�zrRrsomses,][efo,matinnPraee�ng43Qlf.
1617MA Sav m Cep, FmIeWPTC 2709-1617
Zan. Far %'eWoa weAs: In addtja m to seadmS dm fmm m the address in 24a
abGM also aobu �we copy of this foms svitbin 30 days of oprnplW— of wcu
eanwactlon to thefoilowmg:
�/ 13ivi.�g of Water B.vmmms,UTit XaWumd L#Cctim Coarse Prow=ma
FOR WATER SCIPPLY iS t'2w �(�l IL06 Mai Serv=Cents, i 1�C 276PI)L-16M
24c Far Waftr SUP091A 1 Wclb; }b addi m to surd M the furt to
132. tread {mat) Method of test: Iffie es) ebov% also sahmit ®c copy of this fmm whb in 30 daps of
completion of veil Cons0ucfian to ft cumay health department of the county
13n.1T "eel3on qF-- AmwmtvvhereconsErueied
Form GW.-1
NmdtCarolinep cntafEamonr talQoaiity-DiviseonofWatsr�esam� RcOsed2-22-2016

WELD r CO UMON FF&M LIMA'
LWen 1-ur-aflow
a,K E ry j le.-. S'R
waitc N—
�75`l A
NC Well Ca Ca N-*-
e-- b Pa :n
�. wen usz (ete�t reelL �:
F11 �Mraiap�l�ttl=li�
� '°°' W.W,& tbf tom)
t;alw�str�rty(�}
f-MU
0Cammftraw1ic,
oftn ttcyftniar
13stotmater Dminw
aba 05,E QItMl
low) OM--
4 Date weu(s) Com1�= __LaLi
�' w�a wo p'ZS -
52. Wen 1.or S.W
F�;titylOwaorName � [tf�}
49
kg
�i1 SOILS
co-gyi Puteal j►IZR (Pit'f)
56iX.ad4t� Made � muds er dn�tat
(ifweR 6etd. aoe 1adlnp8is sutixCirMl
W
ZC
30
Tr�r sG - Tirl'G�I�C
f �.
:.
To
IL { f F�
...
FRM
To
-vim
1�
3a &.5%
Ica
.-raft-
t & a-
&mot
IL
ft
IL
fL M
M �-
M
IL
2x caffics"In
6 Is(sre)fhewe9(s PtrnueklIIt air M wf'-Y
s), && for" l hady CMM�r fkM fhe wrll(d) MW (ver) CaMT&=tod M amordmee
02C.0200 iFelf Cw S7amdmr��dihma
i. is this a repa�to aR WdL E3YE9 or jWo
MT, l3ANCACDZC_QlIWair lSAIiCAC
OOPYafd&rmaxfMxhecnprmddedfvthewrSmvfrer_
aril ueaJilce
jrhis u a repWr, fei oaai6roawr,vrjloaruararlfarr ikon �
nepatrratder IlZlrermm�aeatlonaroa dieSm�rrrlihf*%-
?3r, �tadragramor adtlLtLrmaE well dd�.+:
You W use &e back of this pale t�o paovi&addWand well site ddafl Orwell
B Irar(+�piohelARrar�GewTO aL WdkhnittS thesame
consmWehaaamisYanmayaLgoadtaeltadtiitittaalpngestftteeessary
coaslrucliat, o� 1 -1 is »coded. �iralz'I1�lAI.N1[]MBEi1 of wells
dri>le8•
9.fatalweg Ltt4owi®dsarferei 30�d yp
24a. For An WCM9. Submit ibis form within 31) days of rompletimi of well .
Fvrmul7e.crJls7taafldepr7u f�e�e(e 3�=�'m�d2(]I00)
oonstrocti�fiothe%llncving-
+ + (�)
of waftr8eNowces6Ininzaation Frioeessitrg atilt
10. staltc waits Levelbcbm tap of
1b17MI ASerriaCents.ANC270"-1617
IfwwerkwJisabove=&Awe"+- O
��1 (ire.) t'l Q9
2A L FM In eetioa ells Ln additsm to seadazg the favor to the address in 24a
11,Barchale diameter:
above, also submit gate coo of this Came wMa 30 daps of oomptetion of well
12. wen construetioa metltad: tD1 p 1" •� Ca fIc—
son%mcdM to t :ffiU0win;
(�a anger.EMY, cablr. damt pastyxW-)
ivison ofwawrResamces6Uz4o gromrd lnjecOm ConftW Prugsut,
FOR WATER M"PLY VIMS 41tII.Y: /
1636 Msii Sw7we Center, PAICV4WC 27639-1636
¢
13a Yu3d (gpm} iiletLtod o#1
TAr: For Waftr- HMO & Luier>3an�_t►q& hiadditm to sandingthe form to
(om) above ako submit cone ow or this fom willrut 3o days of
to lesiwt of weal coasoudiam to bite sty hcaffh deparimwt of the coaaty
13Lt. Disiafestion t5'P� Aomaa>"
wht�ecattstrttcted-
N�ht:miatma iiapartnaentufFaxvuan�utalQu�Y-DivisivaoE9Vatair 1tn�ed Z Z2 ZOIG
Form OW-1

CON�IIG"�U OBD I
I. wen CasbsclarIMAW-0ow
Qck_ E 5'vi je.r sR .
welt Cow MIM-
awn ? A
NC WeACao�N7°m�
jba & .D I I V)
DIere- S
2.WeU � #= Comfi: � Y }
IJat aUgpptroabk>veXt� � Its
3. well ilea (e2teetttvr>t =*
[3ReddoddWater ►()
tietwaei3�ply (7
ctzu
RedwrBP E3G=,bndR==ymH°m
stotWand Nawvrry [33di iy B d.
rest
teddleehnotw E)swwdw=c,,&ol
anal (cwWO LOV)
4.Date WcRs)CompEde& s` 7_L
5a. well LacafiD=
�sayrcx>+ F=Tdyrlo(f-ff)
nl.C-
pftwi 9A C�% MdZi� z® 3r
nso4V
sb. I,.�t1t�� ;� de�l�o�lds �dram�Al dt:
[tiweli F�}.i ane 60/imE is sldRc3eta)
To
IL ft
OR
g
S),Adfw% 1 hw� aart& rlXu Lb. -war=) war rwavj cwn.=�na tn amo, dzwp-
Yes ar v
,atrR IM ATACV2eC-0100 or IFAXCAC0X-02M Well Car v-ftaaX=&udsand ilrwa
7. I9 this 8 rsgan to am a
Goad at rkenarmeaftAe
If Cher it o rrp�r, ft$a¢nrlrmrvrl �rammrroctimn � aF
°Wofdnar=mdkwbewpmvMWfoOn%witawner
rppalr carder 1121 rcvtaris secYtmr �� the L� ojNdsjFn+ra-
T3. �e or$dtli�tt� wefi ddaiLt
Yau may toe thn bark of this page to paovide additional VA site dt�s or web
c rr or c - � wa tt� �
on delmis_ y� may � a�i r� ifnWAS�rr•
CQ6StNCtIOA.O1 1-l>.s>Boede� TT�i�l4�.0���-S
c nst
�� /5�''t7RtyliTTAT.TtVbiRIICi�OI�
I
c�
9. Tohtlweli t below land attt T (EL)
2.4a Far AID Wen= Submit this foam witlrm 30 days of co-Plation of well .
FormrdRpleweltsAct ettdVkFJd (—rpte-3@2W-and2@IW')
eamgmcffmtothe following:
10. sbta� Crater le�ei below og 3 G ,L (L)
of Wateriiesomrees,iuformaties g Ufdt,
ffw wrtevdoah aiearsii>g are' " 6r
s�r�riu.) 3 eac&
1517�1SgvirxC�tet,Ita4egt,NG27699-16I7
24b- For Ig WeRr. in addition to sag the form to the adder in 24a
II. Borehole dist�cr:
above, also submit we copy of this fHIM vkhin 30 daps of COMAelion of well
12. Wen mast UMB method: •� CQ �omsuacamto
thefoiiowins
(io. ems may, ca>G &MFZQL
Dim ufWgwrBesr►ot ees, U d hvcv ioa CoaadPrOg-w-
FOR WATSB SUPPLY was ONLY: /(r/
1636 i4 A Savlcc Center, 1 ,WC XIM94636
13aiCteld ( ) — Melba oft
24e. Far W Sc ;ft In additimm_ tossudmg the form td
the rocs) dxwc� also submit am eappy of this fam within 30 days of
caUpletiau of well lion is the County healjh depa=eW of the county
Apt~
13h.AiamfeetioatJpa
wheracanstrtt tee
Form OW-1 M�ht`arvli�Depmtmmtofinvuoarr> Q. Y'ihvidanoiviT�$rmiaccs Rcviud2-222016

2
LL CONS"rRIICl'ION RECORD
1_ wen confisdor Yabr-adow
i le r7 .
WCltconkmax
ziv? A
NC weft c °M-aber
7,ea bO G .D !
Comp&uyNeim /�
2. well ewwwwam Ptx>mt�
TWaft wimbb:�dlaonau
3. Wt11 Usc (cbc& wzff Dark
(Hea6 S 9} E I f- A wa &I
omwe.,t+� List We6erNapplY C
tC.zo
stuta�s�ulBuaverp ��'`�*�ie"
Test
c"Tllcd= W Es c +
mal (Ctased LOOP)
r7 wellm# Z.5— SS
5s. wrB j--' -,
Gn
FacdirylDwoerNsme FanTuYIDgC�)
nsaOj
w t?mretlaeauifi No t>
&.Awdff&MftvM=Uft deffinew
fL
ft.
a� wh-i n6 _ hmw-.. 4L 14
vr�
ULL
&Ruu de it �: V v A� • V v �•
CL[wclt 6J&®itarl=s is sue)
ly
�� siesftw�aca �°
4.3s(ars) the �ia�"eet u'' � gj, si�� y lmeby � tEoo� dbs,.ark) ma f�) ar «�.�
otaYt w � o wid.lSd11»i1C�2C_011W rY�tNC�iCDiC_oDaniYeBCarlsu�uaa mcdAm+a
,Uth 1�Aara�m lrrooarrr�+w�r�les m orhwbMprvvrdedtvfiftUAawner.
,�,aidei/2f ��eetrrauv orwi uie6arkajQdrfuran 23. Sibe �m ar additiva8i we11 deta�
We11a having the same Y. =9 use the ba& of Wis pagh W provide adM-msi well site dcWls or well
it. For Gmprdbe M's ar � G 1 coasnuioa A&A, s You maq also atfsdl sdditlonal pages ffneec�atY
camstrudion. 1 -1 is taw&& ie&ew TMAL NUhMMt of wrib
dreilr�l;CYIRARI7TAY.iIiITRUCPLOI+iS_
�• �• �� �) 24st Ft`r All_ Well Submit [Iris form within 30 dep of GOM1eaan of well -
9,,,.ndlvrdl �lowlaat!smft 3 08'mid1[Q]I007 mmshadiontothefgowi :
Fer vnrflipde wit tis! air �plkr %Jd lam-
DwwanafWater Reson+Tes, on�Unit,
1Q Sta6c water level &F&mv '+ ail s 1617 Mall Serra C ,1 ,1+iC 276991617
Ijspurer faNel it above caste ire "+" p r
11. Borehole dlameler- I/C�t- ('pp.} Lt �O 24b. For 1n"� eitg: E, addition to seuftg the imm to the addmw in 24u
i �dl above ako st$.a. OW -0f OAS E-M wWm 30 days of oowpleffoa of well
12. wen consbvcdm -waob tatl i D_ 1"` •� �6 �— _ _ e�w.l . t d,-, oliowing:
�e io6oy, f` cpnds�) ltiv?easnofwatm'Bmm=es,Undmvomsdlwjafi=C0ntfoiPrq"EI4
FOR wATFR 911PPLli w giV1,7(: �(f �� 1636 Mm7 gerwke Cen r, itateigl4,NC 27639-106
13a. Mail Method eite� 24c Far Water S4aroiv & laicedonl Wax In aft as to stag the form to
{gpm) the C,l} above also I*mit trots eapy of tip fom VAafin 30 days of
tomplciaa aF weg consW,, im to ffic vmmW Im th went of the eot;niy
13h.11isns[ecti4ti f9Pe= A�11aD� WhCd�l�-
Form OW-1
NorthCamUnapepacunrntafEavisnnmenm!Q�dY^Div�siunofWsterRes MI= ticvimd2-22-2016

WEI.I. CONS"1RUCHONRSCORD GA--1
1. well Coatsac erYulbromlio :
,q,k. E s�i le r �R
X S 1
NCWoIlCaC�N� _
2.well PcmHft0- PkL1Z rf
�;St (dr � i4euCalbrrCG�Wr�* t� t7t� cry. � v -— ��
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(fieaiiagjCoo�iagS�Y) �g�tiaiWstrr �pptyr (�)
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hmw rjomml,�ltmftim
agetutdltecavay �sall�ly)
dTechnology
(Ctosea LWQ)
4.Daft WeRS)Comp> a: 5 3 wellml� PZ5—Sb
f. well 1,oe.tlow
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racaay�oi�ertaa� �,-�s»Cd)
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impair rmdrrRF! fertlmi ar oArleeb�+taftklsJbP+n.
2�. �tp tlr 8d91�V�1 �1�
You mW use Ste back of this page is provide addidmsI wrll site detai13 or well
8. For GoOpro1�1P1' ar (2o�-imp Well�lrgviiigid+: sans
�'ls- Yon mayalso attach �1 ps$;es ifneo�aty.
consftuction. 1 -I isricedtd Indirate7�DiALifUM�EitofwualLs
9 Total vrdl dcpffi bcbwh ad surfx= )
24e tQ AB We]W Sam t ztjs foam whWn 30 days of —Milled- of well -
For eadapfewc&aaulf ( 3Wm'aW2War)
CGU& dtoUtoilicf0loVimv
Ieformattaa2m Qtdt,
�.
Iiivi16
10. Stack water kvrl below lap of ca14g:
"}"
7lV A Serves .WC 276N,1617
jf wafer Level it aLove une
p
�arehole diaaielrr_ �df �'�i+ fm-) 3 Lr / ack
24b. Far l ' " Weas: is addition to stndmg the fm= m the addnm is 24a
11,
abav� also �t one WPyf aFthis fain Within 30 days of ivmpleiiaii of well
x2. well constrttcoou tsetha b " CU �!
man m the sollmvm�
(LC emuffy.Qbta,d�P®�ar')
s,
RaFwattr> aarof�.Umd-w--dInjecti-CaatrelPrQ9sm:
WATER PLY YV LIS t)1►li,Y: ArfA
1636 DMServke Cetdw. NC 276WI636
�FOR
Yidd (gpm) Method of tt
24, Far Water &W& & iniediN W� is ad" m to acad"mg the form to
�e addct (�) � also s i Wt one copy► of dais fiism within 30 days of
com& ion of Veil eo�uction to the � beam t of the county
l3lr.11isinfee6oe type: dab
wh�ecaactcd
dorm GW-! NaRtirtmlaen rsmtufFavnananaial Q�mlity-nivi�anafWate[1t 222 2016

WEI,r, CON gTRUc ON itECo
1.well raatracoorIafarma
4rjC S�der �R .
wetl cu�emrN�pe
x7 s -1 A
r�cweucrrl�
frs: arl r ranbre,�at rr a � M cavaX Sum Far. w .
3. well Use (a b-kwelt vfi*
OMmrierpaUPOhlis
(i-1 W,r.ft&.p ) [jR=WcnW Walcr (si'Mft)
Mnulmrig Epwgd-dd Flatwslapply(sb—O
c `Z4
E3AM,1�
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4.MteWeWS)COm0ft&q I is r7 wa wa
4 rw ►•� •
Fecaulrlbwne=Heor Fae�yll�(�')
A
56. l.alimde earl bagltede �seaaadsar dt�intal degm=
C,fweR se1� � tad4ansu)
�s'�tiF43 43 i��tg3?3. z �- w
TIA&
f rc- fL
a fL
r'�h
r« t� aL
22 CtxtiGcatiorF '� � •-
-_ - Daft
6. ls(sre) the vnM(s)Wer=== or ®`Te rary
lmrhy r �� vw (pew) emansromd ar aeawdanee
Oy- or
7-YS tht+ a+�d'to as vve11: �� rlAenaarm afrl�e
�npyhtr.ra arl�bearprwldr�mr7so��Cardsmrdlhma
ffrlrrsuarrpdr,,j�Qm�taa�awvr>a�fwontrsrdiwi�b
repatrrm1Aertf3lr scatra►Oran &cbj *gFA&fwM
ZL Srte Wan or ad9fisnalwdldetafs
yea mag l= the barb ofiiouis pe to p additional well site ddarls or well
S. ]For GwpmbeMPT ar Cksb&lAop Gwftm val Welk having the same
omaftucflm deSa& You msy sW attacdt addWoaal pages ifnecessaty
eonst�uatios, ugly Y l is oxdcd Iodfrate'CGCAI,Iy[31VD MafvxHs
SIMM rre3 INS# 11Li[T[ON5
drilled N J ^�
L -� fi)
9.F Total vvdl lw Lel !ate B:
Far AR yV�: Submh ihie fom within 30 days of MMOM® Of well .
3 mrd 2WOn
Vj"w# (�F�- ���
OmshacW
6o � to the f011aiwing:orrrmflrpde�vrJLvlGsradt
7 8 (it)
was afwafcsRas ces, �h Prdeesdng IItttit,
10. SM& wain Ievel belay top of CM&g:
"+'
1617 MaD Sen= Czatm, VA" NC 27699-1617
1f leurl is afmve as aye
+� /
`i ��C'�L
L`f S%W (m.)
7Ab. For Taieetlan WIRE hz aMAiaa to se�dmg the foes w the a Mn= in 24O
I1. Borehole diAfsF teF: .3
a o submit C= copy of" ram within 30 dap of conWIctiap of well
�t
12.Well canstre anmeONKL' trCml f — ice
onmtiscfOlkwb9:
(ia eogatmtffiy.w4t4dazd .ese7
BividonorVAOrResonras,if osdL+ =A—CaairolFragrnm.
FOR WATER S1MMY W t3NLY
1636 Atal 6eroua Ceatar, Ral ,1'IC 27t�14 i&iti
13s Yield (g{tm) � offish
24c. For Water & i " On W Is ad&6= to s�tng ft form to
the (cs) abovr, alm ssbmit Onc cagy of this fwm wrthiO 30 days of
of well coadnK ion to the comty heal& depadrnent Of 0te cOuW
13b ljidnfutisntype: Amount
wherecanstractO-
iVarthl-�olrtm oflw�ironmw�l tZpaliry-Us�ia®nf Waflerfi Aevaed 2-22 20i6
Foffn GVIF-1

WELL CONSTRUG"iZON RECORD LC -11
L wdl Costrar,#trlawmasm
WaH cdnftUcMrNM=
x7S4 ►4
NC WellCo rC-'N—b-
C'mPaWRAM
4. Daft -Wens) r otsplrtea: ' R 3' W., U, P ZS- G Z)
Cc3AJ
Fac;litylOwaarName _
4 AFO--A ]
N.C.
Fi nTdY IMCLtk)
sb. dear �r�rt�d aegra=
(tf".usadasufficica)
4zq4 9. G 8 N
s.Is(sre)1ltewell{s} 'e�as�t IV
7. Is this a repair to as Ming wtll: Dyg or OTO tke nurrue afrhr
IfrhtruanpxrfNlaa�rl600Ksv cos►srraataae5 orm as �
rrpatr wader Alf fenrmtias0h0 ands the fi-*Ofth&faM
S. For r�a+ubelDPl' ari7osed-Imp C.wll�erasalweil9 baYm$�s�
enasts+tctioa. a� i. -1 is IsdicaeTOPAl.lr UMTiJ+R of wells
drilled:
J, f� i 7&vcby Offloy,har weu{s) um {read) cwsftwed rn aceordo=
,vial, M WACo2C_01M orMNGtC 02C.GM W a Con *ar grmwf",Gs=d rhat a
..pyVroffrewrdI=bc=P V&WraAffW fawner_
-7-% SW 4b gtra>aoraddldong sre]i4e4ft
you stay = gehacir of this page to pmvide additional v& site deWU or well
conshuWan ddar'Ls. You may also attMEEt additional POBAS if> y
ti ,III : Iti-I-4t I RIOI }
9.Total WMdCP6 MOW law earr*c- `� � f�1 24a EU Ali w Submit ilns fwm within 3D daps of oampieuos of well .
Formrrlr7pk,�dLslLsrdidkyt7ctif {fie 3�2f10'ar�d2®IDO'j consunctkatotbefailowinw
IU Static rester level below top of � ' � (L1
tfwxerrecr11ra7mc=&&ram UM +"
`r ' ar i�ac
11_BordWediametw. So. Cam.) 3
iZ wen tansiractioH snedw&tt0l t^ A C6
fy—
(K: anger, M%Wp. ®bie. rfaw push. Ct)
nivisfnn of Water Resnarres, lef4rma� � ��
1bi7Nfafil5es�iceCeiatQ Balelgb,l'IC27699-1ti17
tali For InflEfin wells: In addition to ceding the fmM to tba sAhm in 24a
abpM also subot one copy of this fmm withal 30 daps of POMPIction of wdl
consintrii on to the fbHm vhm w
/� DW on ofwatwR ,1T Iajecffea Comtrvt Irrogrartt,
FOR WATERSUPPI.Y VYFd.7 S ONLY: /�/ � 106Ain1 Smke Cems�, RaI�,PIC 2709-106
13a Yrr3d McAhad oft 29F Fvr w� y ' m In adilittm to scudmg the � to
(9PM) the addwss(cs) above, also soma ace OW of ibis fart v�tin 34 drys of
Amount; rplctim of well � to the coamY health af the MMty
13h Ilisr+nFestiaa type: wbcmcrostt m=&
Fo. OW-1
NwihCantina1}eprtmontofEavuvnm ntalQ®Uty-M'vntO°ofWO=Rcmxtas Revind2.22-2016

wELL Gp tUMON BEC LIM 1
1. Wen Cotttndwbbn=f-w
—Mark- I Pki ler- S'R
vv-.uC,t—
v.-sC A
Nc WeflN-ibrr
zwertomftocamroakft I OW
L.0 -eue fce t7t+;co�ry, >re �i
3. Well 17ae(check well=*
lrc
ammercial �Re�atiai W�r�iy(l
tzs
ReChasge
�(�Reseeclra�
ShuagaandRwavmy
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mtstTechnokw
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4.Date WeR(s)Con S" 1 W.Umw
SR. Wen IACS90 :
FacitityfOw—W— FsrrftMACrf*Vfra6&}
ftdbfAdd=.CiW. -dzip z� s
I1 S�l�] r�tealr�.trtrfl
3b. l ati�deat4d�® �atd dsord l
(ffweII field. as iaf�ad `fit) f
TMALW
fL
_ _
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tStsA vm.r CX
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t}. n
i
lz
fL
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6. h(we) the weg(s)Mrammm Or
& rAgt the wea�rj wm 6wrrl eomn�eered m mapatsdmxe
BY �8 �+ne ! hut:5y
QYes or Mo
a'�/h070
C�f�mRJ
7. Is th(s aiepalr to as t:rbCMg wet1:
ljr&IsLrar,�rAa�Jbw�er,�lcooesarauinnirfarniw► the Hamra ofrbe
(ilt liC��O1PNCl.fti
p
Qaf+ r4pdPi ti21 r�nar�ur av ��tlre BmeEafddsla*st
23. Sift gym or addWannl WdIdEtaft
Yau may m - the bwk of this paw to pmvide adddinnai WA she details or vial[
L For CwuprobdDPr Or Closcd4LmWCcoffwrmdWdbhaft the sme
tonshuctkm dcbuls. You stay also attach addff onA pages if taary.
conshucuo]3, Ii-1isneck& ��TOTALNUMBERofwAls
drill
fiIIBlVt17'1'AI.MNF R[Lc'IYc'A�ts
9. Total well dcpM blow l=d ffw f2= 5v --Aft)
24s. Far AnlclM: Sulu " fom< within 30 days of aompleiien of well .
For iplewellsRu�fdepf7aij a :( 3�20Q`rmd2®1A0')
�onbotheMmvi Jr'
10. $tatfc water hvd >bdlaw inp of clemg: tit S (Ft)
«+"
Divistam of Wa wResomr=%InformQfiM Proms Uldt,
1617I4Iai1 Service CwW.As W NC 2709-1617
Brwwerkpd iv abaw mhe wpm
tl
�`'�W din.} Lf �a
24rs For ItrieeEion Weller in additftm in smdiaq the farm to tfie address iv 74n
11. BOre�letiiamerer:
abover also svbznft mm �P9 OF this farm ~ 30 daps of cpropldion of weft
13. wdl Conan mod: �, IQtA! � r -- C6 �_ _.—
6u tq tf�in}]aevmg:
Ct.a wem = my. mb%. 9 P35 , dr-)T�
FORWATER smpL3f W�.S ONLY-
St�C , Ralc%otNC 27ML106
�A=�A�106AUB
ll�ethTAcForWxg&r
& I " `gg W 3n to sen(Ift the form to
Ere adthem(es) above also sabrait aoo ctspy of *k fumr W ' 30 says of
complefimr of arell its bo Ilse om iLy Iteatlh md of lbe cotmty
Awltctucted
Farm OW-1 PdmthCatolmaDcPmun ntufEuvinmw etdQmtity-Divia000fWarrrBesotuns Rieviwd2-2220I6

WELL CUNSTRUCUON RECORD ACM-1
1.wen coutmelorlun mas—
_4� E
SVolk Catma�or N®
A
NC well Ccmrars�
z. WeU C rffRfit#- P `�s'�
ISrt arra,�pricarire.a�awtstrrtrAaopeQmttsr� t71� �, s� �aa;r.. �)
3.WcUU=(&c&WO=)-
Y)
mmuercW wa6erSupply(shared}
ft.
YAM
Ire -
t7 $
8r
ywt:
harp
wandRWDVW ElsslirtitYBmfa
t [3SmmwwzWD=hmV/�
kiTecimO)agy �S Cfuelcai
(euosed Loop)
:,.
la
�u sltti
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S�
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4i+0.T IIZA
g
I•IL
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m
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eotlx�mai(fl OlutgttetUM) JLMff1 fjUUWtruc„QVA. j !
EL
D.
were) CoMIFIeted: S / v-WeII lD� �Z� 5
4. Date
I.
14
Sa. waed Low=
C�a
fr:
PWmI A&heM C$y Weer
A9-0A]
(v Lace 'ii
C-IW5"e
'4 E 4
W:a
na 4
m rse�s Or aet ifnal
sb. �tit�,� 9,aa Ie�+�'
CfweA ficJd.rm IWI-6 a mfiuient)
m �;
Q�
— ` _ -A `
6. h(am) the wdK, er--m2t or ffiftempormy FCF164-
7. Is this a repair to as emfkng tvd h QYes Or Ma
1JfhrsoaWarr JUoetbmmad1cvnrlr>remn fmramfespIaWthe BW—Odd
rmpalrmhr I71 nmwbawff—.,a» tdw bacrreflhrsfcYm.
& F.r GeaproLdllPr Os -I.AopG I weds haain *c same
consw dion,n i -] lammed jmhc TOrALNUNBEKQfwe]ls
drMad
9. TOW wen dep& bdow land sm G1cei ;. a as ad3®1a0'i
Xurmul6pfe w�erti IW WI dd. pr( 02m,
10. Static water kvd btkW top Of e )
f%waverre►ellyobomca+g;psc +"
11.Borebdietdsmeten C.."Sb
12.wedeous"COM A", ao rm
(i.c augmMaw. treble. d`ucd
na. -rugd (gpm) A&SWd eftut
13b.DismfecWn types Aum n ft
si nzuFf�atif�►Wellcan m ur
By croft thrs form I hereby cc* mbar the >aaefrfs) wm fin) cONA"mftl frt acaotdance
wirh ISM WP IC =.0100 or IYAMOIC 01C.OM Well a -RaWi rds mtd lW a
rnpyafrhtr recandh� lm®+provlda'dm the iorAoaarna_
23.Stedsgn morsddwnfmlwd defer:
You may use the ba& of tlas pW to provide additional well site A-11 Or well
cansftuc nnddm-K YOumayalsosttatdfvMWonalpagtsifn y.
�A9P1`i'ALINS7'AIJCTiQ 1�
24% For Alt 'OVelia: Sbbmk dhis fam wM io 30 days of cattkple6® Of weU
coustfut onto the SolicmhW
DbhftnerrwsjWltemams, Tmfiwmationrroce2vingUnk
1617 MM S vks C UDWt F ,NC 27699-1617
241L For 79e[:lan Ia addition to muding the f = to,he address in 24a
above, also submit Ode r.OM of this Am w 30 days of wmp7ctiun aF wen
uamto thefonmviar,
ill WWu u waiw Remumm Uhder&Tv=d Iwecfve Control program,
1636li aserwhrC mi r, R&TcIffi6NCZ7699-106
24c For Wxtor ftF& & IgIgtion In addition to s=diag the fora tO
dfc addmss(es) abom also submit ®e copy of Ibis fmm odium 30 days of
rompldinn of we➢ txkusftU=hM U the oodutY btdffi d4=ftnemt of the cOunry
-%huc conshurtei
Fn.m GW-i HurthCmaliam�ofFmYQamnesimlQualiq'-Divisiemot NfaurAeswaaa s Revrsed2 zt 2016

WELT, CONsrRucrYox RECU Gw f
L wdt Corcmdur-hfart mam
weucmw�*�
A
NC well Nmatrr
lea �o 4) re"ll."1141
CompsayNams
awenv��= Dk4s-e. �
dt ra,.dr tr�+�rmr-com y..Sb=>r ua)
3. well Use [�wdl tuck
itc
or al E)gIWcItmlWAWSWPIY(*—XI)
tZ
mjpmdRecavay E33-wAyBzdw
t [)SmwswDmbwV
dTecb~ 0sAidwwCadmI
(Ckmzd Loor)
a.Aate�ve0(s)Cb=pleltd= L6 r' wen. PZs-
sp. wellLGMOM
FaaXg40waerT&MC Sacs C )
PhyviW Adds. CiR-4rBS—
A ns-osi
CG=IY t 1�xa (mil
(:farctl find, oneleolfa�g is1
314!
J1�u�I
S
ic
3.*L ft- I`f
rm-9
EL
EL
ML
•-
c�5"Qt� 44 RG-1 C . !� w
,71 r
6.7s(are)ihewCg{e� Ir. fi&
s �W-9 Dam
BY Aiwf— tha &%- weU+) •w (wm) =ommwd ft amor&—
_ Dy- or
ale 1SAA�ACV2C1110o nr MATAC WC.t M iPdt C=ft-ff-Sawd-& -d &w a
l aue�
7. Is this a repair to an
pis n Dw by Wdl amutr+w'dw+ fi#br—,- andagdam pM rAft *die
d0P9 Pl rid b� deernPrvrl�d � *
leperrmdEl#21 xmufxaodm yr au AM haaFq%EbisjF
Zip a or wdl i
You may use the back of fftis page to Wide adwell Bite detmlt or well
8.For Gc l"bdDPTor[ -Imp {Wd6bsvingdtesame
C*n9ftWfiMdCtwlL Yonmaystso--Iaddido"Pa8'+wif>z ]'-
consmwflon, o I -I a ueedod- Mcm TOTAL NUMBER ofwdb
9 Toial wtn d fi&whmd wr&= (IL)
741L For Ali Wear Submit t & farm within 30 days of ComptCkon of welt .
reranrrip�e�araruunu�(��2�m'���7
s'4nstEuCh tub �'
10. Static water level tebw lop of (ft)
Divider of water RewurCMb&m=fim ProCasiing Un%
1617MagServieei ;32aie ,I�iG17699-I617
JfwxerlewJbabove cuftMW %
`rs�+ f) 3 &' eae ='
7Ab6 For Wltc m WeIIs: in additin to smdisa the fnim to die sddmss in 24a
I1. $orebde dbunetev.
abovC. a1M submit one � of th'm Rom 30 day& of tompigtian of wcL
.� e6 _
la Weil Cons
armto the fanowing:
FOR Vl►ATiiR SIIPPbY W$1.YS aN1.'V ' /r�
3S61VI"a0 Sic C�1sr, l�dgi<,lYC Zi�4-I,�G
24c For Wahm I iWens:Ia ad&fim to wading the form to
13a,7Cield (gpan) Method o4
the addue(cs) dwvc, also submit one uW of this fmm witlim 30 days of
COMPICtian of wdl awgmdiog to the comely health dt:}t hnM of iha comLLY
13h 3lisbtfeclon ty A
where acted_
Fame CxW-t Nmih Cataluna uepanmcnI1afEuvftuAmcWa QuefdY-Ihviewn of WeterReswucet Revd 2 22 20I6

WELL c N9MUMON RECO -�
1- Wen r.+oaftudOr
sue, f le x- �R
Well connatmrwmnc
4L'7SY A
IOC Wellc1urabr
Z-ea Do 'b (';'I•'A
lief arl appFrs�re w,dlsnmvaa�+Pr+ ['oraey, Y �)
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ommercial W watw q'ZY (shmrcd)
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RCS tvat�rRrnindtalt�
Sft3vRpWdRt vvM �]S YBzuder
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4` Date WeWs) CO=VIcft : S d� ! ? Wend ZS- `l IN
51. WeRlAw"em
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6 Ta(aie) iLewelfrs' a rent or
y. rhfffaM I hwdy czno rhae da ww(4 um (wr e) conmuded id aeewdonm
QY or IWO
with [MAUAC 1l1" C.Olw or 1361VC1C 03G.OM MY � m+d,rnm a
7.1 s this H rt !O as
ljrhlalsarr�JNlaar�own�eiloormrirfanwa���"r"rlsenuotw=nl►he
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r�poi,^ �oedu l✓zr,rmm(as�n orawdg 6umtafNt�f�
23. S:ibe t%m or ad�tolaal
Yon may tw &e back of ibis pW to gm Ma arlditiaW well site Befalls Or Walt
8.F�GeopreirdDl os (s p WeltglBER the same
n i7s You amyalso allwJiaddfimW palp ifnecessaty.
lica oIWA
conshuCtion,f►piY I f��-1 is�ede� Ia�is�6cT�1'ALNfIMSF:fzofwe]La
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9. Total wdll dro bdffw later Saner { )
241L For An No= t Na bm tivithin 30 daps of ommpptesinn of WaH .
For md[ip cwe&&Ialldgdff#-u +F(mmwk-3@200-OW2v10)
Eon�uC[loglotLcfolluwio=;
lo. Stat[crveter levd bd w tgp oEc&9bW. `r _- _ _.{ii)
"
Y)ivislun aiWater wncses� xi�a�tiun Psoees9iugUnft.
1617 Mall Servtoe Cesoer, Rat s NC 37699-I617
(fearer revd h aboae oaring, are t
6t
Ifc fam to for addms in 29a
11.1Borehola distns bee: Gf1Sor �m,� 3 1 ac&
2Ab_ ForWlertfun Wells: In addition to sending
above, also mbmh ®e cVy of lbis fmm wphm 30 days of oomptcdon of welt
I2.Well ®nsftrcB nAwtb* : � •► e6�—
pmst�vctientathefaIIowin�
(i.a- auger, eumsy males dues nth, etc)
Iiivis�oa of WaterRfsomres, IIto�tl7ejed'ion C'anital gym•
FOR WATER SUPPLY WiifAi OHI.if Jai/
16361V6� SaviceCter,l(acig ,l�iC 2T�9-1d3G
13a.Yield(gpm) �� �
7AG Fat• Wale: 1� 1 " 7O addition 4r scad'mg the forest 1a
the od&ess(es) above„ also V&Mfft am COPY of tills form within 30 days of
emnpUtuoo of wM cwmkmdion to the e�ty bealf dgmtmem of the Gamily
136.DisinfeetlontyPe:, - Ate
whereQonsh'oceed-
Form CrW-! Tio�th Cmaluia SkpeetmeM nfFievu�eatal Qmlay-IJiYisam of W RrsamRs Ravlmd 2-22-2016

WELL CON3TRUCTYONRECORU GW-1
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ct,k_ E Yv-t Ie a~ SR .
weuCO=wmrN -
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lea DO
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{may] �wr�sapp�{single)
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4. Date wdt(a) Camplde� s +� } wen nw pZ S " lob
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_ DM
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Ov. or2wo
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mrd r7rCrmAaeofr]Fe
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ora�ai rlrehael•+�d+�farr�OF
fialtrl
� g� er aerntd�r pBs1 Wkit
you mpum�fe hack of this peen to pmmidc addhimO well sfte deteila or well
S. For GmproWDYT w ChntUp Geothermal Wells hoeing the smmo
conshmCdon dchuls_ Yen rimy aLm atlaeh additiwal paps if aneexaaty.
WnsEAICtioD.l►�y 1 I is mn:d d. to WO TMALNUNBEtL ofer Us
�
t_EMSYMPLA
dnned� J /
7S - {f]
a
9. Total W& bebw I� surfer
i4� tII Aid wdli': 51ba ibis fatm wOd 30 clays of rmmoe iun of wall .
-----
or,wlriplaweth![:<affdepely f (e �3[ojl�'mid2®100'j
Consftac to thef&owing:
10. static water lend b&w tDp Of ems: 'A R ]
Division of Waif p wVrq s, Waymattoa Procewft Ulflf.
1617 Mail Sexvid ccmter,BalebNt 27699-1617
Is abode easb;z
rfSOef C+ri-) 3 �t Q�
74b. ForTniextten. wdix to aaditiun to sWdiag the fmm m me aftass in 24a
l I. t3orebult
above, also -submit Om copy of tlris Rionwi9riu 3(3 days of comptdion of well
I& wen emshmcf-a mod:
fotlessvmg-
(i.a saga mfg15. �4 daeetp�l4 e�a-1
IIIVi�ptt of WBferRs IIII��d �l�e C�hrot Yrogram�
IrOR WATSitSOPPLY WEiI80PII.Y: /I
16M Man SenIm C®ter, R&Id^NC V699-106
13a. Yield ] DSNhod oitesh
7AF For Wst� Bimini* & l ieetiun In additim toscnd�g the form to
.the ad&e ss(es) above, auo submit an copyCompletion of Y>as feam wrtlrin 3tt Mays of
Of welt diva le the oosmtp ma ffi depattmmt of the cam y
131x Aismfeetioo type: _ Amy
c�ete oaasicueted
NaalhCmoimu ix�t of£uvisannusiat Qoaiitq-Divmafw�rlt Revtcod2 ZY 2n16
Fame [iWd

WELL CON UMON RECORD GW 1
I. well C
71z,
watt rA�
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IL
rem ld aL oir4
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22. C*sfifieatonr
-P, JQ
lye
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6. ]s(ar e] the�veH(sj �� t or ��°
Bj. sgndag lhtf fay I ha*o.� ow t he wao) um (w) tmu—& w ire
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with IM IST�IC0 C.DIW or ISd AUAC D2+C.MW WeII C rtw myddw-
7. TS thl9 d LD an el g
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23. Side dbSram or addWmai well deU1il5:
you may Om the l� of H is POW pmWe additional MA dtc dcWb or we11
$. For�aprobespr er # -laaop wells havingthe same
consMwd m ddmlr. you may" anwhadd onfil paW iffy.
constmedon, 1-1]Ls nee" IMAL XUAMER ofwolls
dEjUed,
9 Totelwelldepthheftw%asarf 3!?- 9L)
7AL For SUbma 1WS form within 30 days of Campletiw of wen .
For wuliOkwd&Z&ffiUdlyflaif4"(m=wphd3@2W'and2@VM
Crsa81 uctiwtiDIhcfdbywIw
70. Statle water tevci below tip a F 3 tp. O OL)
DivWm; of W8tW ReKrees,bff9TMROM PnWevdng [i"
i617Ma0Set ee ,Italelp}f,i!1C27699-i6i7
If.worledisabow vasbZww"+"
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24tL For jnieelion'$reits: h, addhsiva to sa3dm$ she form to the srldresa is 24a
ii. l3arelwle ameaei:
abom also submit - ropy of this fmm within 30 days of muTicaon of well
12. Wen cam mod: CCFrf�=
candnrdimttothoifol
(to. fmgccilomY. cab*
D wilffipg of Waler $emwseG� Uedrsgmand ]Wjwli- Centroi PYOgram,
FOR WAS Saar Y was ONLY. A f A
i6XM&a savue Cetrr,>Er, , NC 2709-106
13a.Yidd(gpm) bkOwdof�
F �s� %the fwrn to
*e cs)h� also me copy vAjhm 30 days of
C=Plclim nF Wen cougaudim to Qre ouansy hmldf &pa =aa of the cmmty
]3b.Diat eetiou type:.
whehe wnsuucw&
Fain, Ow i NahC�,.tioaDgwmentrfFushcame WQua&Y-Divisi-cffWater Rcvised2--2Y-2016

RAELL CONSTRUCnON RECORD GW -1
>_ wOi Carl-&"—sa$:
tzrk IE
W.0 ti—
x7 S g A
HeWcH
2.wicncos-,
11ld au applLavhle wtlica,sYd�aP� 11-� [f►� � 5Y� vmi� �)
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Water r Welb-
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now
Ss- iL $ koL4 Re
fL
IM
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i 11"
cz
is
COMY Fknxl rdadiucsfou NCtwo
llwhN Ad hf Zg —
sd.lsti�de�d �°� ardm.l deg
r
�: �'h�
(iivrcII fdeld, paalla>tgis sum)
----
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s;�aeaftwalcwftadw DM
By agakag rhtr j6v� ! >mnby cnr & dag du wdl(i) low F�+d camp mad to aoeaddm,ca
ilea or R
with ISA HGtC ow-gloo ar J.M MCAC MCOZ00 waII Ov kn SAmtdmds and did
IS Wis a repair W >m e>ar +ram
��lrbfanemidiearbampvnv►d�fathe�e9aearr.
ljfhanTdLrnr�utrjulmtt�nornove7lc�vt��°����edmtdu�ojthe
r arakr 91f lmaut* aroa rt�e aw rwfr7a: fa m
?3-Amor2ddMudwcHdeftiff=
you may we Hie bads of this page: to pmvi& adMassl wail site detaits or we4
S. Far C+eopro„L, oMPT or WeRs bmvivLg ffic same
consmxtkm ddmL-. you may also att atlditiaflai pages ifnecessary.
LaAStTilGt14D...y-j � LS rim- 7ad�P8tE �1`�.��li a�FletlB
dMed,
9. Tatal Weil depth blow lu d mrrm � T o� dC7 IL)
2Qa. BLAB MHF Sabmit lhis fmm wifto 34 days of cwap3etia2 of well _
For mWuplewrBsimau dirob dAFff9w f—+Pl-WM'a'td2won
eonsftuctioatothef&minV
3 1 `1 Aft)
nbtd M a[ WaterReSMMM*%7efotM&don Prd g Unit.
10. Static Wgftr level bdoW ODP of d
1617MEDSaNkecczkr,Raief&%NC27099-1617
wmerlcvdi,abave die•+-
r1 - ar �ocL
r fm•1
24b. Fier Inc W� in additim w acadmg &e carat m the adidress is 24a
1x. Bartltale tliam !tw -
abom also M*M t GM uopy of thi6 foals! vYithin 30 days of 6Dmpkfian of well
17. welt ooBatrsetiOR me�,,a,.d1,: _ � O t^ -- Ca fL_ _
ontothefonowmg:
(� Su� wtaw.Mw�vud m)
DhidanofWater ,X dlojecom ControlProzmm,
F(3R WATIM SUPPLY Wltl.S MLY A I A
106ltiW Service Centw, lqC 27�I�iG
13%Yield (gFm) -_ Mdlwd of %�
24m For Water A ] " � io ad&t m to sending the fQtm to
ft add=Kcs) �y alas mhmit ode raspy of � % vNin 30 days of
cootptepau of'►ven t act to t$t sty bmhh dvatunmt of the eamdty
13b. N&Iection tyP= A
whtse eaastracted
Fam,CsW-L h[athQanotu�a IIepaimieadnflnvidoAmeu�H1 QrmlitY-I)ivi�nn ot�vmrriieswacs Revised 2 22 2016

WELL, COMMUC!`iON RWO"
1. Wdl (,oatt�aWr77oiiart
MI ark IE rip, i Ie r- 7R ,
wdI Catft=vrN—
wd S R A
NC Wen
a. Date WAS) cotxi
r,.� ,7 Wmwn Pzs /3D
�ISoh]
S ,..salads aaa -S dWe_h=�or a -MO deg
em
(ifweu send. oee hdkW is )
c{Go Cy-s Lc Iv 1 �.$ ?�S"3 . w
6.Is(iie)lhewe0(sj +Permase�t or
7.1s this a reltalr to a� ezh �eelt: Elves or 2W9
Ifthla Lra rrpair, fill awhaommeUeanonabn '+
nepatrunder911its +Gr artl8h®Irafsasf—
B. For GeoVohdDPr or ClOstd4noP GCBBrermal Wdb hav'ngthe same
coushucUU y a I jiI-I i oeeded. Indiwm TorALNu ofwelb
dnlled- f`j
Bp sW+iw &UJana; I fimi] ' -r * tbor do wepJi) — 6--4 --ted il" aaca+dwree
frith IAA IWAC 02C.0100 or ISd NC4C OC AM W&u Staadar& and Chat a
a%y of ddi rnovrdliasbeeApvvvldedYu the wrl OW=r_
23.�pe �iagratseor adtr�auatwrHdettul�
You may use am back of this page to p mvMe add'Komd Wdl site delags or wet!
conskurAon ddmb. Youmay also Mach add€ ionalpegcs ifneccmmY.
4. Totd vrll deep& blow land a ( } 1As Far All Wks: Summit this Amin within 30 days of complcdon of well
Formrd4*VC97rraaUdep +i +r 3 •aRa2�toa'1 eon tiwtiothefoliowia�
lo. Silfuewabslevd bekw top ol'*A�g: .� (fL)
IfwwerIV.1isaBowcafft go
R 6� �o
l 1. Borehole diaatcter: sal
mwen eoasfaI&m :,,. AL —CIA, Ca PC—
(i.e. an®cr. -b9. Cable, ,, -d9-k eW-)
Iilvtsian at Wat�Resto�ces,n Pro�mgTlelt,
1[617?&B Service Craw, BodgkNC 27699-I6I7
24b.For jai ettiQn eUs. is ad&dm to swdsog the fmm to the aridteas is 24a
a 0m, also mot erne Dw of ffib film -Wi 30 days of oumpldion of well
oonsfincth tothefollowwr
/� 1}fv�a of Wmer�m, utUm3wgmuad 1,90CM8 Con" Pragratn,
FO1R WATERSIIP) T WEIRS 13ftLY. IV J 1636MBB Spice Canter, Ratd9T',NC 276"406
?Ae. FOr Water ft& & jd9AM fu ad&am to smrlmg the farm to
13e.Yield(gpm) Methodoftest the (cq) dye, elan saint aam MM of this fm wi8tin 30 days of
COMPI&Mof well Ommudiml to the co=Y hmhh dgxubnM of ilte county
13h.DhIBfecfieatyp- 11>ao� vrh�ecattstr-
Fame [iVT-1
NadhC�ulmelh�aranemofl~Aviro�euSstQ�lh] 7]iv►sioua£QvaterResamces Revised2-2e-2016

WELL coNSTRUCTtklq REc xn w 1
1- Wen Yaw-t*—
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NC WeItCG-ftmA-C-fiffi-4-"-h-
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4. Date We KS) C-mPltft&T ( ? WeH
sea. weu z.adtta�:
cc MAC N.C.
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8�� J �ry1' doe ndllsf uru �icegr} m aecordwree
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�
wah1SARC1COXXI6Var1SANCACO2C_UR WrBionuv
wPJ'glthlr h�be�Pr dta rlsadl a
fhb a ° " andegrimthe mine vfrfie
mpoirunder42lr somWorandsbaL*Qfdrlrfmm.
4rAddilon�ailvCll
You may mw the bas of this page to pt da additional VmU site Mails or well
& ltor waprobdDPf mr Cfosed-Loop Wells h-fttb° �e
oon duels youmayaiso atta�tadditional pages ifnec�sm�y.
construction.T I %s needed. indite TOTAL NUMSEit ofwaIb
CtYICTIaN3
dn7ledJV--�r1'i`Ai.7t1
9. Tout wtU deft bekwimd nor% V 71 ( )
7As. IW An W� wit this film within 30 days of camptetian of wen .
For mrditpkwe&Imalliyd {--Vh,-3@200-and.2®1007
cmtD efnlloWbW
10. Stack watw Leval bona top o£-og: Y` • 3 (ft..)
ildvisfeo of Water Rasoattss, Warmatbm Prao Og>iFnit,
16V Mml SU-Wae CEntW Fal NC 27699-IM7
If zsn►er level u above �1n& =e`+" `r
�b_ ��-} lep ddc
24h For ldctdn Wdb: In addrdke to smading the Fi to the addraw in 24a
11. Borehole diameter ,3
abffr, also saw O= on" of ttt rs f= wAbin 30 tfa o of compldiou of vvdl
12. WcII CORAMWOU a ode. d_ r •� CG I`�_
consuactirmtGthc"CowmH:
(i.e. UUVW. ratty: a6b,, F, - rl-16 arc-)
Division of WatEr$ewwas, u Cf�1 Priogrem,
/�
!�[3RWhTBR7UPPLYWB[d&Dz+T1.Y: /flA
jLQ6MsnSwgjmCenter,F ,]gC27'69946:i6
13e.Yteld(gpm) I Cthoduf4esl:
24r. For Wail a NA; hi adftm to scnd[pg Ire fomt to
the addam(cs2 abavr„ also MAM"t ems copy at this farm whtaim 30 days of
compledcm ofwelt tau to tic ooaaty 7aomm d�timetrt of the cmmty
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no—Divifuaofwae Rcviced2-22-"16

WELL CONSTRUCTION RECORD GW-1
1. Well Contractor Information:
Robert Cassell Jr.
Well Contractor Name
4143-A
NC Well Contractor Certification Number
Summit
Company Name
2. Well Construction Permit #:
List all applicable well construction permits (i.e. UIC, County, State, Variance, etc)
3. Well Use (check well use):
Willer Supply Well:
Agricultural
Municipal/Public
Geothermal (Heating/Cooling Supply)
Residential Water Supply (single)
Industrial/Commercial
Residential Water Supply (shared)
Itri ation
Non -Water Supply Well:
x Monitoring
ElRccoycry
[njeclion Well:
Aquifer Recharge
[]Groundwater Remediation
Aquirer Storage and Recovery
[]Salinity Barrier
Aquifier Test
[]Stormwater Drainage
Experimental Technology
[]Subsidence Control
Geothermal (Closed Loop)
[]Tracer
Geothermal (Healing/Cooling Return)
Olher (explain under 421 Remarks)
4. Date Well(s) Completed- 11 /17/17 Well ID# PZ5-10D-R
5a. Well Location:
Waste Connections
Facility/Owner Name
Facility ID# (if applicable)
375-560 Dozer dr. Polkton,
NC 28135
Physical Address, City, and Zip
Anson
County
Parcel Identification No. (PIN)
5b. Latitude and longitude in degrees/minutes/seconds or decimal degrees:
(if well field, one lat/long is sufficient)
N
6. Is(are) the well(s)ox Permanent or []Temporary
7. Is this a repair to an existing well: []Yes or []No
Ifthis is a repair, fill out known well construction information and explain the nature ofthe
repair under #21 remarks section or on the back of this form.
8. For Geoprobe/DPT or Closed -Loop Geothermal Wells having the same
construction, only 1 GW-1 is needed. Indicate TOTAL NUMBER of wells
For Internal Use Only:
14. WATER ZONES
FROM
To
DESCRIPTION
ft.
ft.
rt.
ft.
15. OUTER CASING for mulli-cased wells OR LINER ifn Ilicnlrle
FROM
TO
DIAMETER
THICKNESS
MATERIAL
+2 5' ft.
70' ft.
2 in.
.040
PVC
16. INNER CASING OR TUBING (geothermal closed -loop)
FROM
TO
DIAMETER
1711It KSLSS
MATERIAL
ft.
ft.
in.
ft.
ft.
In.
17. SCREEN
FROM
ID
DIAMETER
SLOT SIZE
THICKNESS
MATERIAL
70' rt.
90' ft'
2 in.
.010
.040
PVC
ft.
ft.
in.
18. GROUT
FROM
To
MATERIAL
EMPIAC$.NENTMETHOD &AA10UH'T
66' ft.
0' ft.
Ndbb „� �,�r
grout plant trimmie
68' ft.
66' ft-
time release pellets
pour
ft.
ft.
19. SAND/GRAVEL PACK (if applicable)
FROM
I TO I MATERIAL
EMPLACEMENT METHOD
68' rt.
90' ft. #2 well sand
pour
ft.
ft.
20. DRILLING
LOG attach additional sheets if necessary)
FROM
TO
DESCRIPTIOY color. hnrdnns. �oillrock tylit. grain size, etc.
.5' rt•
2.5' rt•
FIRM Reddish Brown Elastic SILT (MH)
2.5' ft.
ft.
Hard BrownTan and White Sandy SILT (ML)
ft.
28.5' ft-
SAME
38.5' ft.
ft.
ft.
58.5' ft'
Dense Brown Tan Course Silty SAND (PWR) Partially Weathered Rock
58d'
go' ft•
Fractured Tan and Gray Bedrock
ft.
ft.
21. REMARKS
22. Certific
W 5-g
Signature of Certified Well Contmetor Date
By signing this form, 1 hereby certify that the well(s) was (were) constructed in accordance
with 15A NCAC 02C.0100 or 15A NCAC 02C 0200 Well Construction Standards and that a
copy of this record has been provided to the well owner.
9. Total well depth below land surface: 90, (B•)
For multiple wells list all depths ifdifferent (example- 3@200' and 2@100')
10. Static water level below tll /2g/2017 77.36'
fffl
op of casing:
Ifwater level is above casing, use
11. Borehole diameter:
3"
(in.)
12. Well construction method: 21/4" HSA, NW casing, NQ2 Rock Coring.
(i e. auger, rotary, cable, direct push, etc.)
23. Site diagram or additional well details:
You may use the back of this page to provide additional well site details or well
construction details. You may also attach additional pages if necessary.
SUBMITTAL INSTRUCTIONS
24a. For All Wells: Submit this form within 30 days of completion of well
construction to the following:
Division of Water Resources, Information Processing Unit,
1617 Mail Service Center, Raleigh, NC 27699-1617
24b. For Ittiection Wells: In addition to sending the form to the address in 24a
above, also submit one copy of this form within 30 days of completion of well
construction to the following:
Division of Water Resources, Underground Injection Control Program,
FOR WATER SUPPLY WELLS ONLY: 1636 Mail Service Center, Raleigh, NC 27699-1636
13a. Yield (gpm) Method of test: 24c. For Water Supply & ftI ectiutt Wells: In addition to sending the form to
the address(es) above, also submit one copy of this form within 30 days of
13b. Disinfection type: Amount: completion of well construction to the county health department of the county
where constructed.
Form GW-1 North Carolina Department of Environmental Quality - Division of Water Resources Revised 2-22-2016

WELL CONSTRUCTION RECORD (GW-1)
For IntcrnaI Use Oniy:
1. Well Contractor Information:
Robert Cassell Jr.
Well Contractor Name
4143-A
NC Well Contractor Certification Number
Summit
Company Name
2. Well Construction Permit #:
List all applicable well construction permits (i.e UIC, County, State, Variance, etc)
3. Well Use (check well use):
Water Supply Well:
Geothermal (Heating/Cooling Supply)
Industrial/Commercial
Non -Water Supply Well:
Recharge
Storage and Recovery
Test
ental Technology
nal (Closed Loop)
El Municipal/Public
Residential Water Supply (single)
Residential Water Supply (shared)
Groundwater Remediation
Salinity Barrier
[3Stormwater Drainage
Subsidence Control
Tracer
4. Date Well(s) Completed: 1 1 /28/17
5a. Well Location:
Waste Connections
under #21
Well ID# PZ5-14D
Facility/Owner Name Facility ID# (if applicable)
375-560 Dozer dr. Polkton, NC 28135
Physical Address, City, and Zip
Anson
County
Parcel Identification No (PIN)
5b. Latitude and longitude in degrees/minutes/seconds or decimal degrees:
(if well field, one ]at/long is sufficient)
N
6. Is(are) the well(s)�Ix Permanent or OTemporary
W
7. Is this a repair to an existing well: Yes or [3No
If this is a repair, fill out known well construction information and explain the nature of the
repair under #21 remarks section or on the back ofthisform
8. For Geoprobe/DPT or Closed -Loop Geothermal Wells having the same
construction, only 1 GW-1 is needed. Indicate TOTAL NUMBER of wells
drilled:
9. Total well depth below land surface: 70'
For multiple wells list all depths ifdifferent (example- 3@200' and 2@100')
10. Static water level below top of casing: 1 1 /29/201 7 53.50'
Ifwater level is above casing, rise "+"
11. Borehole diameter: 3" (in.)
12. Well construction method: 21/4" HSA, NW casing, NQ2 Rock Coring.
(i.e. auger, rotary, cable, direct push, etc )
14. ► ATI:R ZONES
FROM
TO
DESCRIPTION
ft.
ft.
ft.
ft.
15, OUTER CASING for multi -cased wells OR LINER if II)
)IlrahTc
FROM
TO
D1AtY1S'rtR
Ti[t[:K:tit:55
MATERIAL
+2.5' ft.
50' ft.
1 2 in.
,040
1 PVC
16. INNER CASING OR TUBING(geothermal closed -loop)_
FROM
TO
DTAAIETER
171i(XI4 S
MATERIAL
ft.
rt.
in.
ft.
ft.
in.
17. SCREEN
FROM
TO
DIAMETER
I SLOT SIZE
I TNICKNF.5.5
I MATERIAL
50' ft•
70' ft•
2 i"-
1 010
1.040
1 PVC
ft.
ft.
in.
18. GROUT
FROM
TO
MATERIAL
F:11.111LACEMENT METTIOD & AMOUNT
46' ft.
0' ft'
PudlsndryPelrbed po der
grout plant trimmie
48' ft-
46' ft-
time release pellets
pour
ft.
ft.
19. SANDIG RAVEL PACK if u) licablc
FROM
I TO
MATERIAL
EMPLACEMENT METHOD
48' ft
70' ft•
#2 well sand
pour
20. DRILLING LOG attach additional sheets if necessary)
FROM
TO
DESCRIFt'ION (color, hn'rinn s, su ilrrurk) train size, etc.)
5' ft•
2 5' ft.
FIRM Reddish Brown Elastic SILT (MH)
2 5' ft.
rt,
Hard BrownTan and White Sandy SILT (ML)
ft
13.5' ft
SAME
13.5'
rr.
47' ft-
Dense Brown Tan Course Silty SAND (PWR) Partially Weathered Rock
47' ft.
70' ft-
Fractured Tan and Gray Bedrock
ft.
ft.
21. REMARKS
22. Ccriifica
3 - - Z'o J9
Signature ofCcrtiticd Well Ca01ftd Date
By signing this form, I hereby certify that the well(s) was (were) constructed in accordance
with 15A NCAC 02C .0100 or 15A NCAC 02C .0200 Well Construction Standards and that a
copy ofthis record has been provided to the well owner.
23. Site diagram or additional well details:
You may use the back of this page to provide additional well site details or well
construction details. You may also attach additional pages if necessary.
SUBMITTAL INSTRUCTIONS
24a. For All Wells: Submit this form within 30 days of completion of well
construction to the following:
Division of Water Resources, Information Processing Unit,
1617 Mail Service Center, Raleigh, NC 27699-1617
24b. For Iniection Wells: In addition to sending the form to the address in 24a
above, also submit one copy of this form within 30 days of completion of well
construction to the following:
Division of Water Resources, Underground Injection Control Program,
FOR WATER SUPPLY WELLS ONLY: 1636 Mail Service Center, Raleigh, NC 27699-1636
13a. Yield (gpm) Method of test: 24c. For Wales- Supply & Iniection Wells: In addition to sending the form to
the address(es) above, also submit one copy of this form within 30 days of
13b. Disinfection type: Amount: completion of well construction to the county health department of the county
where constructed.
Form GW-I North Carolina Department of Environmental Quality - Division of Water Resources Revised 2-22-2016

WELL CONSTRUCTION RECORD GW-1
1. Well Contractor Information:
Robert Cassell Jr.
Well Contractor Name
4143-A
NC Well Contractor Certification Number
Summit
Company Name
2. Well Construction Permit #:
List all applicable well construction permits (i e.
UIC, County, State, Variance, etc.)
3. Well Use (check well use):
Water Supply Well:
Agricultural
Municipal/Public
Geothermal (Heating/Cooling Supply)
Residential Water Supply (single)
Industrial/Commercial
Residential Water Supply (shared)
-)Irrigation
Non -Water Supply Well:
x Monitoring
ORecovery
Injection Well:
Aquifer Recharge
Groundwater Remediation
Aquifer Storage and Recovery
Salinity Barrier
Agairer Test
[3Stormwater Drainage
Experimental Technology
Subsidence Control
Geothermal (Closed Loop)
Tracer
Geothermal (Ilealm Cool ing Return)
001hor (explain under #21 Remarks)
4. Date Well(s) Completed: 11/17/17 Weil ID# PZ5-21 D
5a. Well Location:
Waste Connections
Facility/Owner Name Facility ID# (if applicable)
375-560 Dozer dr. Polkton, NC 28135
Physical Address, City, and Zip
Anson
County
Parcel Identification No (PIN)
5b. Latitude and longitude in degrees/minutes/seconds or decimal degrees.
(if well field, one IaOong is sufficient) 22. Certilic
1►I
6. Is(are) the well(s)ox Permanent or Temporary
W
Snaure ofCcnified Well Conlracwg
7. Is this a repair to an existing well: E)Yes or []No
If this is a repair, fill out known well construction information and explain the nature ofthe
repair under #21 remarks section or on the back of this form
8. For Geoprobe/DPT or Closed -Loop Geothermal Wells having the same
construction, only 1 GW-I is needed. Indicate TOTAL NUMBER of wells
9. Total well depth below land surface: 90,
For multiple wells list all depths ifdierent (example- 3@200' and 2@100')
11/29/2017 77 361 12/14/2017 DRY=2
10. Static water level below top of casing: (ft.)
If water level is above casing, use "+"
11. Borehole diameter: 311 (in.)
12. Well construction method: 21/4" HSA, NW casing, NQ2 Rock Coring.
(i.e. auger, rotary, cable, direct push, etc.)
For Internal Use Only:
14. WATER
ZONES
FROM
TO
DESCRIPTION
ft.
ft.
rt.
ft.
15. OlffFR CASING for muld-cased Veils OR LINER Ira I iliCAtIIC
FROM 7Y]
DIAMETER
THICKNESS
MAT};R1.AL
+2 5' ft. 70' ft.
1 2 in
.040
PVC
16. INNER CASING OR TUBING eolherntal closed -loop)
FROM
TO
DIAMETER
Y'li1CIiItiESS
MATf.RTAL
ft.
ft.
in.
ft.
ft.
in.
17. SCREEN
FROM
To
DIAMETER
SLOT SIZE
THICKNESS
MATERIAL
70' rt.
90, rt.
2 in.
.010
.040
PVC
ft.
ft.
in.
18. GROUT
FROM
TO
MATERIAL
F.hli'LkCE&IEN ME10D&ANIOUNT
66' ft.
0' ft.
Ponwmiypeil a pmder
grout plant trimmie
68' ft-
66' rt'
time release pellets
pour
ft.
ft.
19. SANWGRAVEL PACK(it a iieahle
FROM
TO
MATERIAL
EMPLACEMENT METHOD
68' rt•
90' rt•
#2 well sand
pour
ft.
ft.
20. DRILLING LOG (allaeh additional sheets ifii"ess:Iry
FROM
TO
DEscRiPTION solar, hunlnrss. soiltrork it e. Irain size. etc.
5' rt•
2.5' rt•
FIRM Reddish Brown Elastic SILT (MH)
2 5' ft.
ft.
Hard BrownTan and White Sandy SILT ML
ft.
23•5' ft.
SAME
23.5' ft.
ft.
rt.
585' ft.
Dense Brown Tan Course Silty SAND (PWR) Partially Weathered Rock
58drt.
90' ft.
Fractured Tan and Gray Bedrock
ft.
ft.
21. REMARKS
3-C�--2w
Date
By signing this form, I hereby certify that the well(s) was (were) constructed in accordance
with 15A NCAC 02C.0100 or 15A NCAC 02C,0200 Well Construction Standards and that a
copy ofthis record has been provided to the well owner.
23. Site diagram or additional well details:
You may use the back of this page to provide additional well site details or well
construction details. You may also attach additional pages if necessary.
1>n ITTA INSTRUCTIONS
24a. For All Wells: Submit this form within 30 days of completion of well
construction to the following:
Division of Water Resources, Information Processing Unit,
1617 Mail Service Center, Raleigh, NC 27699-1617
24b. For )nieetiou Wells: In addition to sending the form to the address in 24a
above, also submit one copy of this form within 30 days of completion of well
construction to the following:
Division of Water Resources, Underground Injection Control Program,
FOR WATER SUPPLY WELLS ONLY: 1636 Mail Service Center, Raleigh, NC 27699-1636
13a. Yield (gpm) Method of test: 24c. Cor Water Sunnlj• & Inieetion Wells: In addition to sending the form to
the address(es) above, also submit one copy of this form within 30 days of
13b. Disinfection type: Amount: completion of well construction to the county health department of the county
where constructed.
Fonu GW-1 North Carolina Department of Environmental Quality - Division of Water Resources Revised 2-22-2016

WELL CONSTRUCTION RECORD {GW-1)
For lltcrnal Use Only:
1. Well Contractor Information:
Robert Cassell Jr.
Well Contractor Name
4143-A
NC Well Contractor Certification Number
Summit
Company Name
2. Well Construction Permit #:
List all applicable well construction permits (ire UIC, Counly, Slate, Variance, etc)
3. Well Use (check well use):
Water Supply Well:
Agricultural
Municipal/Public
(ic,cIhermal (Heating/Cooling Supply)
Residential Water Supply (single)
IndustrinllCommercial
Residential Water Supply (shared)
Irrigation
Non -Water Supply Well:
Recharge
Storage and Recovery
Test
rental Technology
nlal (Closed Loop)
alai (Ileating/Cooling Rctum
Groundwater Remediation
Salinity Barrier
[3Stormwater Drainage
Subsidence Control
Tracer
4. Date Well(s) Completed: 11/13/17
5a. Well Location:
Waste Connections
under #21
Well ID# PZ5-23D
Facility/Owner Name Facility ID# (if applicable)
375-560 Dozer dr. Polkton, NC 28135
Physical Address, City, and Zip
Anson
County
Parcel Identification No. (PIN)
5b. Latitude and longitude in degrees/minutes/seconds or decimal degrees:
(if well field, one ]at/long is sufficient)
N
6. Is(are) the well(s)oPermanent or Temporary
14, WATER ZONES
FROM
TO
DESCRIPTION
ft.
ft.
ft.
ft.
15.OUTER CASING for multi -cased wells OR L1NI?R if a lirnblr
FROM
TO DIAMETER
'rllICKNE55
MATERIAL
+2 5' rt.
35' ft. 2 in
.040
PVC
16. INNER
CASING OR. TtJBINC rothermal
ctowd•loo
FROM
TO
DIAMETER I
THICKNESS
MATERIAL
ft.
ft.
in.
ft.
ft.
in,
17. SCREEN
FROM
TO
DIAMETER
Std}1'SIZE
THICKNESS
MATERIAL
45' rt•
35' rt•
2 in.
.010
.040
PVC
it.
ft.
in.
18. GROUT
FROM
ITo
MATERIAL
EMPIACEMEN7' METHOD & AMOUNT
31' ft-
0' ft.
P,dk W(Ypel/bwt pmde,
grout plant trimmie
33' rt•
31' ft.
time release pellets
pour
ft.
ft.
19.SANDIGRAVELPACk ifa llrnblr
PROM
TO
I MATERIAL I
EMPLACEMENTMETIIOD
45' rt•
33' ff•
#2 well sand
pour
ft.
ft.
20. DRILLING
LOG(al ach additloaal slice 1%irnct:msa
FROM
TO
DFSCRIMION Iralor. hardness, selVrnek lypy. gralip size, etc.
5' ft-
2.5' ft.
FIRM Reddish Brown Elastic SILT (MH)
2 5' ft-
ft.
Hard BrownTan and White Sand SILT �M1 }
ft.
18,5' ft.
SAME
18.5' ft.
ft.
ft.
33.5 I'L
Dense Brown Tan Course Silty SAND (PWR) Partially Weathered Rock
33d:ft•
45' ft-
Fractured Tan and Gray Bedrock
ft.
ft.
21. REMARKS
22. Cerlif
W
S.
nat Cerliriod Wail ConirasXar
7. Is this a repair to an existing well: E)Yes or [3No
If this is a repair, fill out known well construction information and explain the nature ofthe
repair under k21 remarks section or on the back of this form
8. For Geoprobe/DPT or Closed -Loop Geothermal Wells having the same
construction, only I GW-1 is needed. Indicate TOTAL NUMBER of wells
drilled•
9. Total well depth below land surface: 45'
For multiple wells list all depths ifdierent (example- 3@200' and 2@100')
10. Static water level below top of casing: 11 /29/2017 41.05'
Ifwater level is above casing, use "+"
11. Borehole diameter: 311 (in.)
12. Well construction method: 21/4" HSA, NW casing, NQ2 Rock Coring.
(i.e_ auger, rotary, cable, direct push, etc.)
3-9-2oIN
Date
By signing this form, I hereby certify that the well(s) was (were) constructed in accordance
with 15A NCAC 02C.0100 or 15A NCAC 02C,0200 Well Construction Standards and that a
copy ofthis record has been provided to the well owner.
23. Site diagram or additional well details:
You may use the back of this page to provide additional well site details or well
construction details. You may also attach additional pages if necessary.
SURM€1TAL €NSTRUC"I'19N'S
24a. For All Wells: Submit this form within 30 days of completion of well
construction to the following:
Division of Water Resources, Information Processing Unit,
1617 Mail Service Center, Raleigh, NC 27699-1617
24b. For Iniection Wells: In addition to sending the form to the address in 24a
above, also submit one copy of this form within 30 days of completion of well
construction to the following:
Division of Water Resources, Underground Injection Control Program,
FOR WATER SUPPLY WELLS ONLY: 1636 Mail Service Center, Raleigh, NC 27699-1636
13a. Yield (gpm) Method of test: 24c. F r Water Supply Infection Wells: In addition to sending the form to
the address(es) above, also submit one copy of this form within 30 days of
13b. Disinfection type: Amount: completion of well construction to the county health department of the county
where constructed.
Form GW-1 North Carolina Department of Environmental Quality - Division of Water Resources Revised 2-22-2016

WELL CONSTRUCTION RECORD GW-i
For Internal Use Only:
1. Well Contractor Information:
Robert Cassell Jr.
Well Contractor Name
4143-A
NC Well Contractor Certification Number
Summit
Company Name
2. Well Construction Permit #: .
List all applicable well construction permits (i e. UIC, County, State, Variance, etc)
3. Well Use (check well use):
Water Supply Well:
Agricultural
❑Municipal/Public
Gcotllcrnud (Heating/Cooling Supply)
Residential Water Supply (single)
Industrial/Commercial
Residential Water Supply (shared)
-Irrigation
Non -Water Supply Well:
x Manitaring
Recovery
Injection Well:
Aquifer Recharge
Groundwater Remediation
Aquifer Storage and Recovery
Salinity Barrier
Aquifer Test
[3Stormwater Drainage
Technology
Subsidence Control
Rrxperimental
Geothermal (Closed Loop)
Tracer
4. Date Wen(s) Completed: 1 1 /14/17
5a. Well Location:
Waste Connections
Main under #21 Remarks
Well ID# PZ5-25S
Facility/Owner Name Facility ID# (if applicable)
375-560 Dozer dr. Polkton, NC 28135
Physical Address, City, and Zip
Anson
County
Parcel Identification No (PIN)
5b. Latitude and longitude in degrees/minutes/seconds or decimal degrees:
(if well field, one lat/long is sufficient) 22. C:er • cad
N
6. Is(are) the well(s)ox Permanent or OTemporary
14. WATEIt 7XINFS
FROM
TO
DESCRIPTION
rt.
rt.
ft.
ft.
15. OtrrEft CA5iNG for
multi•eastd wells oti L1NFR if a 1
licnbI
FROM
TO
DIAMF,TF;R THICKNESS
MATERIAL
+2 5' rt.
385' rt.
2 in• .040
PVC
lb. INNER CASING OR
TUBING eothermnl ciosetl-loop)
FROM
TO
DIAMETER
THICKNESS
M1IA7'L:R1AI.
ft.
ft.
in.
ft.
ft.
in.
17. SCREEN
FROM
'ro
DIAMETER
I 5LOTSIZF:
I TuiciI NES.5 I
MATERIAL
48.5' ft•
38.5' ft-
2 in.
.010
.040
PVC
ft.
ft.
]It•
18. G Rot rr
FROM
ITO
MATERIAL
ENIPIACFMENTMETHOD&ANIOUNT
44.5' ft-
1 0' ft-
PoMeMLyp,11be powder
grout plant trimmie
46.5' ft-.
44.5' ft.
time release pellets
pour
ft.
ft.
19. SAND/GRAVEL PACK
lif a licable
FROM
TO
I MATERIAL
EMPI.ACEh1EN'rmf.q IOD
48.5' ft-
46.5' ft.
#2 well sand
pour
it.
rt.
21). DRILLING LOG: alto It additional Aerts if neceasa '
FROM
TO
HFSCRIPTION (color, hprdncts. raivr u 11pe. lZain size. etc.1
5' ft•
2.5' ft•
FIRM Reddish Brown Elastic SILT (MH)
2 5' ft.
at.
Hard BrownTan and White Sandy SILT (ML)
tt.
25.2' ff•
SAME
ft,
ft.
252' ft.
ft.
Dense Brown Tan Course Silty SAND (PWR) Partially Weathered Rock
it.
48A rt.
Fractured Tan and Gray Bedrock
ft.
ft.
21. REMARKS
Signature of Certified Well Catltracto Date
By signing this form, I hereby certify that the wells) was (were) constructed in accordance
7. Is this a repair to an existing well: []Yes or [)No with 15A NCAC 02C,0100 or 15A NCAC 02C.0200 Well Construction Standards and that a
IfaI is a repair, fill out known well construction information and explain the nature of the copy of this record has been provided to the well owner_
repair under #21 remarks section or on the back of this form.
8. For Geoprobc/DPT or Closed -Loop Geothermal Wells having die same
construction, only I GW-1 is needed. Indicate TOTAL NUMBER of wells
drilled:
9. Total well depth below land surface: 48.51
For multiple wells list all depths ifdifferent (example- 3@200' and 2@100')
10. Static water level below top of casing: 11 /29/20 7 47.761
If water level is above casing, use "+"
11. Borehole diameter:311
_
(in.)
(ft.)
12. Well construction method: 21/4" HSA, NW casing, NQ2 Rock Coring.
(i e. auger, rotary, cable, direct push, etc )
23. Site diagram or additional well details:
You may use the back of this page to provide additional well site details or well
construction details. You may also attach additional pages if necessary.
SUBMITTAL INS7•RUCTIONS
24a. For All Wells: Submit this form within 30 days of completion of well
construction to the following:
Division of Water Resources, Information Processing Unit,
1617 Mail Service Center, Raleigh, NC 27699-1617
24b. For Injection Wells: In addition to sending the form to the address in 24a
above, also submit one copy of this form within 30 days of completion of well
construction to the following:
Division of Water Resources, Underground Infection Control Program,
FOR WATER SUPPLY WELLS ONLY: 1636 Mail Service Center, Raleigh, NC 27699-1636
13a. Yield (gpm) Method of test: 24c. ror Water Supply & Injection Wells: In addition to sending the form to
the address(es) above, also submit one copy of this form within 30 days of
13b. Disinfection type: Amount: completion of well construction to the county health department of the county
where constructed.
Form GW-1 North Carolina Department of Environmental Quality - Division of Water Resources Revised 2-22-2016

WELL CONSTRUCTION RECORD GW»1
For Internal Use Only:
1. Well Contractor Information:
Robert Cassell Jr.
Well Contractor Name
4143-A
NC Well Contractor Certification Number
Summit
Company Name
2. Well Construction Permit #:
List all applicable well construction permits (Ge. UIC, County, State, Variance, etc.)
3. Well Use (check well use):
Water Supply Well:
Agricultural
36cotherival (Heating/Cooling Supply)
1 n d ustrial/Commercial
Irrigation _
Non -Water Supply Well:
DMolliloring
Injection Well:
Aquifer Recharge
3Aquifer Storage and Recovery
3Aquirer Test
:1Cxperimuntal Technology
_JGeothermai (Closed Loop)
Municipal/Public
Residential Water Supply (single)
Residential Water Supply (shared)
Groundwater Remediation
Salinity Barrier
[3Stormwater Drainage
Subsidence Control
Tracer
4. Date Well(s) Completed: 11/13/17
5a. Well Location:
Waste Connections
under #21
Well ID# PZ5-24 D
Facility/Owner Name Facility ID# (if applicable)
375-560 Dozer dr. Polkton, NC 28135
Physical Address, City, and Zip
Anson
County
Parcel Identification No (PIN)
5b. Latitude and longitude in degrees/minutes/seconds or decimal degrees:
(if well field, one lat/long is sufficient)
N
6. Is(are) the well(s)oPermanent or MTemporary
14.. WATER ZONES
FROM
TO
1)ESC'RIPTION
ft.
ft.
ft.
ft.
15. OUTER CASING for
ntultl-cased wells OR LINER if n rlicablc
FROM TO
DIAMETER
THICKNESS
MATERIAL
+2.5' ft. 34' tt.1
2 in.
.040
1 PVC
16. INNER CASING ORT[IHING
colhernia
l closed -loop)
FROM
To
I DIAMETER
TIIICKNFSS
MATERIAL
ft.
ft.
in.
ft.
ft.
in.
17. SCREEN
FROM
'I'O
DIAMETER
SLOT SIZE
THICKNESS
MATERIAL
44' ft.
34' ft.
2 in.
.010
.040
PVC
ft.
ft.
in.
18. GROUT
FROM
TO
MATERIAL
LN1PLACE' PENT MYTH On & AMOUNT
30' ft.
0' ft.
%diaMtype l/bed p,,&,
grout plant trimmie
32' ft.
30' ft.
time release pellets
pour
ft.
ft.
19. SAND/GRAVEL PACK (if applicable)
FROM
TO
►1A7'EnIA1.
EMPLACEMPNT METHOD
44' ft.
32' ft.
#2 well sand
pour
ft.
ft.
20. DRILLING LOG (attach additional sheets if necessary) -
FROM
TO
DESCRIPTION [color, Itardncss. spil/nick!Zilie, grain size, etc.
_5' ft.
2 5' ft.
FIRM Reddish Brown Elastic SILT (MH)
2 5' IL
ft,
Hard Brownian and White Sandy SILT (ML)
rt.
28.5' ft.
SAME
28 5' IL
ft.
ft.
33.5' ft.
Dense Brown Tan Course Silty SAND (PWR) Partially Weathered Rock
33dlft•
44' ft-
Fractured Tan and Gray Bedrock
ft.
ft.
2L REMARKS
22. Cert1r I
N 3- 2o,9
Si to a Crriiisrd WoIrContraclur Date
By signing this form, I hereby certify that the well(s) was (were) constructed in accordance
7. is this a repair to an existing well: [3Yes or QNo with 15A NCAC 02C .0100 or 15A NCAC 02C.0200 Well Construction Standards and that a
Ifthis is a repair, fill out known well construction information and explain the nature ofthe copy of this record has been provided to the well owner.
repair under #21 remarks section or on the back of this form.
23. Site diagram or additional well details:
8. For Geoprobe/DPT or Closed -Loop Geothermal Wells having the same You may use the back of this page to provide additional well site details or well
construction, only 1 GW-1 is needed. Indicate TOTAL NUMBER of wells construction details. You may also attach additional pages if necessary.
9. Total well depth below land surface: 44' (ft.)
For multiple wells list all depths if different (example- 3@200' and 2@100')
l0. Static water level below to11 /29/2017 37.17'
p of casing: *
Ifwater level is above casing, use "+"
11. Borehole diameter:.
311
(in.)
12. Well construction method: 21/4" HSA, NW casing, NQ2 Rock Coring.
(i.e. auger, rotary, cable, direct push, etc.)
SUBMITTAL INSTRUCTIONS
24a. For All Wells: Submit this form within 30 days of completion of well
construction to the following:
Division of Water Resources, Information Processing Unit,
1617 Mail Service Center, Raleigh, NC 27699-1617
24b. For Injection W lls: In addition to sending the form to the address in 24a
above, also submit one copy of this form within 30 days of completion of well
construction to the following:
Division of Water Resources, Underground Injection Control Program,
FOR WATER SUPPLY WELLS ONLY: 1636 Mail Service Center, Raleigh, NC 27699-1636
13a. Yield (gpm) Method of test: 24c. For Water Supniv & Injection Wells: In addition to sending the form to
the address(es) above, also submit one copy of this form within 30 days of
13b. Disinfection type: Amount: completion of well construction to the county health department of the county
where constructed.
Fonn GW-1 North Carolina Department of Environmental Quality - Division of Water Resources Revised 2-22-2016

WELL CONSTRUCTION RECORD GW-1
1. Well Contractor Information:
Robert Cassell Jr.
Well Contractor Name
4143-A
NC Well Contractor Certification Number
Summit
Company Name
2. Well Construction Permit #:
List all applicable well construction permits (i e. UIC, County, State, Variance, etc)
3. Well Use (check well use):
Water Supply Well:
Agricultural
Municipal/Public
DGeothermal (Heating/Cooling Supply)
Residential Water Supply (single)
Industrial/Commercial
Residential Water Supply (shared)
Irri ation
Non -Water Supply Well:
x Monitoring
r3Recovery
Injection Well -
Aquifer Recharge
❑Groundwater Remediation
Aquifer Storage and Recovery
Salinity Barrier
Aquifer Test
[3Stormwater Drainage
Experimental Technology
Subsidence Control
Geothermal (Closed Loop)
OTracer
Gcollienmll (IIcat lnWggolln Relum)
Other (explain under #21 Remarks)
4. Date Well(s) Completed: 11 /14/17 Well ID# PZ5-26D
5a. Well Location:
Waste Connections
Facility/Owner Name
Facility ID# (if applicable)
375-560 Dozer dr. Polkton,
NC 28135
Physical Address, City, and Zip
Anson
County
Parcel Identification No (PIN)
5b. Latitude and longitude in degrees/minutes/seconds or decimal degrees:
(if well field, one lat/long is sufficient) 22. Cert' ati
Internal Use Only:
N
6. Is(are) the well(s)ox Permanent or InTemporary
14. WATER ZONES
FROM
TO
DINCRIPTiOY
rt.
rt.
rt.
rt.
1S. OUTER CASINO for multi-cnsed wells OR LIN1.1 .if a licable
FROM
'rO
DIAMETER
THICKNESS
MATERIAL
+2.5' It.
40' ft.
1 2 in
_040
1 PVC
16. INNER CASING OR TUBING(geothermal closed -loop)
FROM
TO
DIAMETER
THICKNESS
I MATERIAL
ft.
ft.
in.
ft.
Tt.
in.
17. SCREEN
FROM
To
DIAMETER
MA)TSIZE
TIRCKNESS
MATERIAL
55' ft-
40' rt•
2 In-
.010
.040
PVC
ft.
ft.
in.
18. GROUT
FROM
TO
MATERIAL
FATPl &CKMENTMETIt0D & AMOHNT
36' ft.
0' ft.
%alam„ce,lb� powder
grout plant trimmie
38' R.
36' ft.
time release pellets
pour
ft.
ft.
19. SAND/GRAVEL PACK if applicablEl
FROM
TO
MATERIAL
EMPLACE%1 ENT METHOD
55' rL
38' ft.
#2 well sand
pour
fr.
ft.
20. DRILLING LOG Inttach
addilional sheets if neccssa
FROM
TO
DESCRIPTION (color, hardness. soil/rock Iv e, grain size, etc.)
5' rt•
2 5' rt•
FIRM Reddish Brown Elastic SILT (MH)
2.5 rt.
ft.
Hard BrownTan and White Sandy SILT (ML)
ft.
28.5' ft.
SAME
28 5' rL
ft.
ft.
33.5 ' rt'
Dense Brown Tan Course Silty SAND (PWR) Partially Weathered Rock
33drt•
55' rt'
Fractured Tan and Gray Bedrock
ft.
rt.
21. REMARKS
►v 3 _ 01-20 A?
S' rlalurctrfCcrlilietlWell Date
By signing this form, I hereby certify that the well(s) was (were) constructed in accordance
7. Is this a repair to an existing well: [3Yes or E)No with 15A NCAC 02C 0100 or 15A NCAC 02C .0200 Well Construction Standards and that a
If this is a repair, fill out known well construction information and explain the nature of the copy of this record has been provided to the well owner.
repair under 421 remarks section or on the back of this form,
23. Site diagram or additional well details:
8. For Geoprobe/DPT or Closed -Loop Geothermal Wells having the same You may use the back of this page to provide additional well site details or well
construction, only I GW-I is needed. Indicate TOTAL NUMBER of wells construction details, You may also attach additional pages if necessary.
9. Total well depth below land surface: 55' (ft.)
For multiple wells list all depths ifdifferent (example- 3@200' and 2@100')
10. Static water level below top of casing: 11 /29/2017 46.35'
1f water level is above casing, use "+ "
11. Borehole diameter: 311 (in.)
12. Well construction method: 21/4" HSA, NW casing, NQ2 Rock Coring.
(i.e. auger, rotary, cable, direct push, etc )
SUBMITTAL INSTRUCTIONS
24a. For All Wells: Submit this form within 30 days of completion of well
construction to the following:
Division of Water Resources, Information Processing Unit,
1617 Mail Service Center, Raleigh, NC 27699-1617
24b. For lulertion Wells: In addition to sending the form to the address in 24a
above, also submit one copy of this form within 30 days of completion of well
construction to the following:
-. Division of Water Resources, Underground Injection Control Program,
FOR WATER SUPPLY WELLS ONLY: 1636 Mail Service Center, Raleigh, NC 27699-1636
13a. Yield (gpm) Method of test: 24c. For Water Simply & lniection Wells: In addition to sending the form to
the address(es) above, also submit one copy of this form within 30 days of
13b. Disinfection type: Amount: completion of well construction to the county health department of the county
where constructed.
Form GW-1 North Carolina Department of Environmental Quality - Division of Water Resources Revised 2-22-2016

WELL CONSTRUCTION RECORD GW-i
For Internal Use Only:
1. Well Contractor Information:
Robert Cassell Jr.
Well Contractor Name
4143-A
NC Well Contractor Certification Number
Summit
Company Name
2. Well Construction Permit #:
List all applicable well construction permits (Le. UIC, County, State, Variance, etc)
3. Well Use (check well use):
Water Supply Well:
]Agricultural
]Geothermal (Heating/Cooling Supply)
In dustrial/Commercial
]Irrigation
Non -Water Supply Well:
Municipal/Public
Residential Water Supply (single)
Residential Water Supply (shared)
Recharge Groundwater Remediation
Storage and Recovery Salinity Barrier
Test [3Stormwater Drainage
rental Technology Subsidence Control
nial(Closed Loop) Tracer
Ilia[ (HcatinR/Cooling Relum) rJOthcr (explain under #21 Remarks)
4. Date Well(s) Completed: 11/15/17
5a. Well Location:
Waste Connections
Well ID# PZ5-27D
Facility/Owner Name Facility ID# (if applicable)
375-560 Dozer dr. Polkton, NC 28135
Physical Address, City, and Zip
Anson
County
Parcel Identification No, (PIN)
5b. Latitude and longitude in degrees/minutes/seconds or decimal degrees:
(if well field, one lat/long is sufficient)
N
6. Is(are) the well(s)IDPermanent or Temporary
W
7. Is this a repair to an existing well: []Yes or [3No
If this is a repair, fill out known well construction information and explain the nature of the
repair under ;21 remarks section or on the back of this form.
8. For Geoprobe/DPT or Closed -Loop Geothermal Wells having the same
construction, only 1 GW-1 is needed. Indicate TOTAL NUMBER of wells
drilled:
9. Total well depth below land surface: 39.5' ft.)
Far mriltrple trolls list 01 dolNhs ifdiffv)vns (examp)e- 3@200' and 2@100')
10. Static water level below top of casing: 11 /29/2017 30.56'
If water level is above casing, use " + "
11. Borehole diameter: 311 (in.)
12. Well construction method: 21/4" HSA, NW casing, NQ2 Rock Coring.
(i e. auger, rotary, cable, direct push, etc )
14. WATER ZONES
FROM
TO
DESCRIPTION
ft.
ft.
ft.
ft.
15. OtJTLR CASING for multi rased wells OR LINSR ifa
lienbin
FROM
TO
DIAMETER
THICKnF»SS
MATERIAL
+2.5' ft.
29.5' ft.
2 i"•
.040
1 PVC
16. INNBR CASING OR'i'1111ING
eathCrmal
rlesed-loo n
FROM
7'0
01AINUTE.R
'THICKNESS I MATERIAL
ft.
it.
in.
ft.
it.
in.
17. SCREEN
FROM I
TO I
DIAMETER
I SLOT SIZE
I THICKNESS
I MATERIAL
39.5' rr•
29.5' rr•
2 1O'
1 .010
1.040
1 PVC
fte
ft.
in.
18. GROUT
FROM
TO
MATERIAL
$MPLAL'WF.NTMETHODdIAM Itlti,'r
' rt.
0' it.
Nftnd,yce,ibent p-ae,
grout plant trimmie
28.5' rr•
26.5' rr'
time release pellets
pour
ft.
rt.
19. SAND/GRAYti1. PACK firapplicable)
FROM
TO
MATERIAL
EMPLACEMENTAI£THOD
39.5' rr•
28.5' rr•
#2 well sand
pour
ft.
ft.
20. DR1LLiNG
LOG (nus b additional sheets if numso
FROM
TO
DFSCRIPTiON (rolar, hardness, wiltrwit LYFC, XrOin size. etc.
5' rr•
2 5' rr•
FIRM Reddish Brown Elastic SILT (MH)
2 5' rr•
f`
Hard BrownTan and White Sandy SILT (ML)
rr•
28.5' rr•
SAME
ft.
ft.
33.5' ft.
rt.
Dense Brown Tan Course Silty SAND (PWR) Partially Weathered Rock
ft.
39A fr.
Fractured Tan and Gray Bedrock
ft.
ft.
21. REMARKS
22. CertilIca '
3 - 9 - Ia J8
gnalu of ersifial Wcll C:m me nr Date
By signing this form, I hereby certify that the well(s) was (were) constructed in accordance
with 1 5A NCAC 02C .0100 or I5A NCAC 02C .0200 Well Construction Standards and that a
copy of this record has been provided io the well owner.
23. Site diagram or additional well details:
You may use the back of this page to provide additional well site details or well
construction details. You may also attach additional pages if necessary.
S1IBMITTA . 1 sTRuffIONS
24a. For All Wells: Submit this form within 30 days of completion of well
construction to the following:
Division of Water Resources, Information Processing Unit,
1617 Mail Service Center, Raleigh, NC 27699-1617
24b. For in'e tian Wells: In addition to sending the form to the address in 24a
above, also submit one copy of this form within 30 days of completion of well
construction to the following:
Division of Water Resources, Underground Injection Control Program,
FOR WATER SUPPLY WELLS ONLY: 1636 Mail Service Center, Raleigh, NC 27699-1636
13a. Yield (gpm) Method of test: 24c. For Water• Supply die Inieetinn Wells: In addition to sending the form to
the address(es) above, also submit one copy of this form within 30 days of
13b. Disinfection type: Amount: completion of well construction to the county health department of the county
where constructed.
Form GW-1 North Carolina Department of Environmental Quality - Division of Water Resources Revised 2-22-2016

APPENDIX C
PERMANENT MONITORING WELL CONSTRUCTION RECORDS
Civil & Environmental Consultants, Inc.

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6_ Is(are)1he wrS(s�g
gy dgrfwm I ho rby cwtP rW fiw -ffl&) was ) eavnowAed fR awodance
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q
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3iuu By Uw the hardy a.f finis page to pwac od"mg w X site deeds or weU
S. For C,�robdDk'i or [�acd-�P GeoStarmal Welh having the smrAdetails
you may eiso attach edddlioual row ifneoes—y-
constm "u. dopiy 1 1 is ncmk& Lddl�e TOTAL NL%U C of wells
dn7led.� I�Vf !
9. Tohd weA depth below dens mnfi= 3 3 •� )
Tits Far nw Weil<s: Submik ilris tm wid t 30 datpa of campleffan of well .
par msfrtpkwag laraffdWf (je ('Mq*'3@M'mad2.@PM
ucd=tothefollcpwiot,
t 4- ice)
Ditritfmn of Wat�Ilssontcoe:,I�O �nPruee�ing�I
10. Static water laud belmv top eli
i517vice CCntcr. ,14C376W1617
141a Ser
jwoter k,r! fa aboroe emvrg ,rsa "+"
f Cm,) 3 4i �a""�
24b. For I +�fon dis: 3n additivo to g the farm to the addre :s in 24a
t L Borehole dliameter-
above also a6mg tine copy of lhiS form within 30 tip of weU
xz. Well caustraetion +` Co flC--
cmshuctiemtoihefollow-mg
C— Mwer HAMY. pusk C)
I n of WaigrRoarcEr-, Md hdoefiaii C*Uhml ant,
FOR WATEB SUPPLY WELLS ONLY:
M6 MaD Sa vEm Cam, ita ,l+IC 2T6' 9406
13% Yield (l�),� ��Od ddts�
24a For Watw & W k addttiou to sending the farm to
the addrtsK=) above, also submit me wpy of flit& f� rvtlttia 30 days of
letitm of vmR won bo ft 0MIty health df�attatenr of the comity
12lb-DidaSK6011 Me: A=DuNb
where dons motcd-
lwueolQ�Y-�iv�aa afllVaterRssou�es @evi$d 2 32 2Olb
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Farm G W-i

�VEI,��ONS"�IICIION REC[}RD GW-I
For UsethAY-
L well CatatEactor�
ark L s�� hex- SR ,-
70
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23.; dis t� diEioHalw�1d
you may we fire bade of &is page to pwvide adeliticatal weU sde detail or WE
8. For CeoprobdDlr ar Cftwed4�DV W"I-'ing #-
d� Yaa may also aMad3additiottal pates if aer y
constructiaa,a iseedIaicM'QALNMMOfvcdb
m
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9. TOW well dIP6 bdHW lead -3 G )
249. X AII W__e& 3,0,* this tmm vttltiv. 34 days of eompletiam of well .
X'oriuedNplewc=lrfBtaHdr ksif � 'md2@JW)
c tothe#afloWiDg:
l .1t up
DIVULM alwatrr i omwe s, l san �ti
30. 51atic wares revel belo9v 6►P o[ =
I617MA ServirxOtter, �� 1RC27699-i617
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lI. Sunehale d�sJa�ee:
above also snbm me ©W of tads &m v" 30 days of vasoglctiam of wdI
1z.weneanstraeRoame�ad: �eIJIO r •� C6/`iC._
oatothcfaU�mg:
G.e, m�Y �` � �' �)
Divissoa of Wat>s Rcgatrtt:es, iFsd�oaad is�ra C®tmi PragXatn,
�. /y �[
FOR WATB�it SUPPLY WELiS OIQi.Y: J"4
16M M.0 Service Centw, RaIdgh WC 2709-106
J
113a.Yield rpm) Dd�hodoe
24 -. For Wa ter Sti -re - In addaiaa to saadfag the farm to
the a ,S) abrrvy earn subak am copy of thg � vvidhm 30 days of
c004,kijon of vA cgnstraeflon to the comity heal& depatIMM of the Coaaty
13h-Dismfeebaa types
vhe=cM9MCM&
NeU L�lcoiios ofr=rfionnvzt d Qm&y,Drvisioaaf WaurBe Revved 2 2Z 2D16
Fans t3w-L

vau CONMUMON REC01iD GW-i
I. wen Caetaetor itor-a"
ct,k E Sic �e� �fZ
wrll N—
x7 s f A
NC Wd1Caa
DOC
CGMPWNsMD
2. wa caaslrA o-
2trraupk�lewr�lc+onrarPMtrC� r �'°
3. Welt use (e>a-&wcB
�rr�in�ia$�Y) �WaterSmpply[�)
ommercid
;wt
EGz%b
0Q=m%.Iw Rmwfid—
StafwandRawVas► 09ahaysania
rcd 13
=WTeebno%V j3s*6dwoecQdMl
4. Date Wa!(s) CoacpleietL w�ID M w ' ! $' ra
5&wcaucadsw
ol fan - l� AF-C-
Fj*%WAd&cMQ .Mnd2V $ d S!
ASoJL] — Javat
sb. ���� artset�rat
(tfwc# sell, amtwlwg issul5dM4
lVa f a 3-3 7.-X-- 1 `so 488 •�� w
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ter
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oyes (r 2wa
+�ISda�C�-tllDoarYSdATGCU2C.Q�9�dlSYml�mmdrhuR�
Abu waaxaer.
7.1(stlilssrepair taagevia=
cord rlsaairueaj�
lir7drtsarep�rfdlmul�so�►r�cell��' �q
copy4vfwsrewdhwbempvowAdso
frlralr corder 921 ems% dw Of am baet4errfaM
23. die disgrsmor *AdftlGwIWeR deftVc $dd"dionaS well sits ddatls or well
coonhw asetitsLL
d. Far C�eeprabdBi'JC or � GeaHwewiWensbaM9theswc
Vofthis"asa hsddi ff
� demil4. Yon may aLsv atteci►additiaaal nR
canshuctian,o! At
�mrrxrrrsi.71�4RRYYCCiOI�s
dn7led: / -�.� e�
9. Total wen depth below le■d am�ec �7 . o ( )
24a. Fwr All WCAM Submit ibis form w� 30 days of COVVictim of weli .
FarmvlXpfe�vdh � a�dgpdes �C�a-3�3611 m d1®lt�0'}
car i"smnin the foilowkk.-
�'�� �
#?iv5 = of Water RPsoaroe hlUW"ttM Pt+ars�ng Unli,
10. SEsttew�terlsvel l�elosv cop e[
1617 Mug Sffvtce Center, > b,NC 27699-1617
ljwa18r inn & above vamb$, we r+"
F
i Cm.) 3 �d
2sfb_Far7niet� d[Er in ad s tossndtetp <be tbrtn to the sddrt ss in 24a
11. Barel+plt diemeGer:
shore} alln sobardt one copy of this ram wilhifl 30 days of eomPhliora'Of well
12. wen rnssuveamu odb,& •• Cam -com&uclhmzo
the fnllowia�
Cie. ow. Mary, cable. d capmh ems-)
iilvMmn of WaWRCS arccs.U*dcrgwund Igj c6m CcobviPrOgmm,
FOR WATE1tSI7Pi'LY WELLS ONLY_
1636 WURSM =e ceaw, RaIdgXMC 27699406
I3a 3Cuetd(gpm}. clhodOOYU
24c EH'�L_dg In adMw to g the f un to
the 5[rs} abmw- aim snirm me copy of *h Emu widdix 30 days of
comple ma of wen camskuvoon to d= rnoty heath depwhMA of tba cnvntY
13t� DisWeitinnf9� A.t
tviwe enmsWcted-
6f�h De�rhnmeiaEEavnvnmealel
Quetir]r- Divaian of W�erR s Rc9lwd3 Z2-ZDl6
Farm [iV► !

WE3, ,CO fgMU ONAz—WAD GW i krurJUECEDUILJW%J,,.Y. I
war co*�
lea �o � �-� •`�
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�e �/
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01
5bi. laeasd ID � �
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7. is this srepair to an eris6sg f3Yes or 2Wo fhs r:�vrs olnc0
Ijthfrisatr�afrf�Iravfirrawn+reUeecrrlwQa►
r 021rawg-waw0ruarhahm**l-ftr-
S. For CcoproWDPr ar Geo$erst dWe1ta3MVMfhesaate
t oaa, t4Y 1 Is m�«1 Tadi�e llffFA7.idUA� ofUe]La
9. Totai wrII ftffi bcUWI and emrffi= Y* `� �R}
ForMrlyptewe&&fafrdtr*#I&ffMW( 3@M-amf2100�
16. static watn Level l &ff top of -
�1 �t
11.HareTfatedr: Back G Ste+ c�-� 3
12. Wcsi eunstrae" meow& AeIG, � f ` •� Ct� r`�C_
DWO
By fnn l be+e6y OA& rhm d e vWrs'I vns (orris) amn&=W m aeaordome
.MISAA ZNC01C.f;Wmr1aNCACO2C.OMDVaSaMWd,am"s ea
er0+yofrhrsraenrdlQalro®rp�aa mAffuenammor
zL SitearaddWoudwiM.d.ehuhm v�i sire dei�u7s or well
youmap me &e bark of this page to P�� addiflund
Boa demil4 You may also aftch admaoalpap ifnwcmxy.
242Far Ali ce Submit this farm withra 30 dwp of campiedon of well _
canstructiontD the fwlawinr
n vis oa egwsWAmmFcM a[arma&npMeeWR9UH%
1617 MUR savkeCam r, h, NC 2709-T617
306 For �'eSEE weir fit adM= bo swding the form to the a8d m in��
abo siso one OW of this farm within 3U days of ao�ldi
adim tothefaIlawi4a
1Ti a waterliesMeea.>iFWkgp mzdI:3 c-ftu' Proz—.
------------
Forr wAT E R sUMY wF U 5 oi+�Y:
CIA 1a s ma S center, i> ,r1C 2709406
]3a.3ridd (ppm) Method after 24c. Fi#r wMRW 1 - -ms fn adm to sendingd30 faundays to
dre addam(cs) above., also sobmn MW -P9 Of tbls widrm -a
COMP I'd. of well aaustrta�im to mC oawly hca& pert of me eamuy
13lr.IJi�nfM9Q1M ilpe+._ vibem e
Form (`Vif-1 N�thC:malma
of trvimnmontal >tY-� �ofwaUTResuaacs Revi=12 22 201G

WEI•L COPiS1'KUCTION RECORD GW-1
1 1ett 8t use vu�y=
l_ We11 Coatsactur��
Q4r to
To
-
weuca*a—
ZS {'• $'
GvlsN iloC.�t
am c? A
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Cz
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lfsrdlappliTe+'�fPef�s{a i11� Ca�flan7 Yam �,)
is
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i
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3AW•�
�IAll67»
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9QF5{li
Water &V Oy (sin*)
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l,gjeC47a� W E
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d . ` : _ _t -....- . c :. = > '
borrowAgitiferTest
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%Lr � �3•�
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st
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a. Date Wdl(s)
5A. WeU I.orstlt m:
G,t A
fL
317s— ;� �r. N.
IL
ff
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{ifweII ffdd aoa lS ii sue)
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i&2d=8fc=u&dWcucm&mftr
b. Is{are) t6ev�(s)' + or
vast (urge) m peCpnfinees
�. eEtr t ray e go *0 a- war,)Oy"
_ 2W
or
wMMI"C o2C.oloo or J.M lVoACO2C.GM WeUCs mt Smn*Wds WdfTl4fa
aova�����na�re°f�
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reParron�d3Tr �a�lou+txrasadiedrx3rg�L6tsfarsr
Xi.Sib! d6gng erg adme1ld
You may we flm back of this page to grmride adflitioua4 wtll site details m well
B.For GvqwabeMpTnr jAOPGeadwrodWe%baviitgtse
ConSWWdmdctgm- Yoamagabmatieth pagsifn Y-
consmWdou, t -1 is IWAL N11MQNRYS
8
dfe7ied: J
9. ToW weU dqi& bdow laud satism _ � � )
MMMMhrs;.Rl4rttUCEM
240. For AA Wdlm Snbmit tfim fmm vaithm 30 days of complenon of weii _
Fol-mdVew&sIffail &p& if 3a@2W'fmd2WW)
comihudiontothefQuOWP�.
lo. static waW hvel below tap eft (it:)
1)Ti+ dus. of Watervesm"M26warmatien Pr €ng Unk
1617 MA Sudw C�� s NC 27699-1617
Irxafer level Is above caste gee'+- _%
G'lso; em.) 3 ed,4_
xab-Fnr Iu on— — In addition is sag the fnTm to the add,ess to 24a
It. Boreisate disosrlu:
above, aiw subak one DW of ads form within 30 days of comi deliaa of welt
12 Wen consftudoo t : — CG r-e— _ -
tntbe foflnsvmg
Cm mom mtny. cd t4 tWk
n of WsmWRewmnofz, Umiwvmmd lnjecom (.'mbA FrogrAm,
FOR WATERS[ PLY WEId,St?M-Y
1636i1S ServiceCe�ttr,del :Ntv 27659 i636
MVidd(9p-) Mrthodoft
tam For WstW &Oft � Ltrs Webs: h t admium, to sanding the form to
the addmss(rs) alive, also sabot ®e Dopy of'"s ftmn sin 30 daps of
camp?ctim< Orwell conshuctiae to the comity beaft of the comfy
13h. an ti PG Ash
wbere consbumd-
Fay GW-t Ha;IhCmo!®TTgt ofl avimnmevml Q�1itY -Sef WsferBs Revised 2 22 2QJ 6

WELL CONS MucnON 1
twdlc shw* rfnbrawfiew
4�k IE
wee coN�
xC 1lrell cwntrsma<c
!tie t-^
2. WIHGQ t"M 1!rI
€=TdyMS Cif= )
A Ikkiv a
A AS.Opj .
Sly. 1,uWadea rd 19989adtm d eslse erd wll
aw®ll eddy ame b ylongis ww )
6fsYt ?L 9 • s-7
6.1s(aae) ewe4(sj a w
7. is this arepair to an cdfftgdL E3Yes or 2io s►,ea�reeojrhe
lflhieueTrlbnwnw�cm�safur►bNan
rrpatrmrdw fi21 FamwIsaeedw crow tW hachOFddsftvM
S. For Gt%wafee DPr or CWudj-T Wdks S dto �a
comttuctian, E 1isneeded.MuhcsteTOTALNFNMMafwells
drMed:
a mgmfjw Phis fo'm. ! he,rbp sIW "Ne WEUP ,coa (wear) tarm amaa m ax'oirlaneaa
,MISAIKACOW-0I0DorISANCACO2CMWHSell Smodavdsreadalmaa
capyojthtrrawdhasBPenPm �welfmmrr
M6rSj(e4RsW=moraddWMMMdveHdd2ff&
You may use the buk of this g88a to pwvidGaddwell site dewil or well
OMMMUMMAmAk You mayalsoatbobadditmalf if asy.
9. Total wen tlepfb itelaw atu%ce f (IL)7Aa. � A], �V . wit dns £mm wishin 3o days of corrpletian or well .
Faramtlipk walla fitaall dry ifs (3��'md2Ua IQOry tt�iOs►tO mC foll09��
10. Static water eve] btw top of wbw
ffwarer lewd hr above oasmp„ eye +�
11. Borehole dmmdW
m Wen eonstracam weaM& �r.•s^ CG _
(ke. wags. jutw. Cdb4C6pwk dr-)
�ivisios alVYsdsra�IIttlt,
1617MBN SMICCAentetr.UM9161+TC27699-I617
24b. For eeHeu Wt ft In addano to sending the time to the address in 24a
above, also sulauii one otgry of this fm nn WRbin 30 days of wmpietion of well
cawractionto themowhw.
/� 1)itit�an of�Vsterlte�wmnrs, U IF.�$ e�oirFogaam,
1?Ult WAT sBPYLY V VIE" ONLY /(�'/ 16i6 M II Service coder, ,WC 276WIG 6
Z4G For'6lraW 1 ' W La addition to sending the fora to
13a. dd (spat) ]fSethod cif Tire addmss(es) sbmry slsa submit Ow wff of this fmu vAIwt 30 daya of
completion of well acaisputOaa to the wanly health depastmmt of the cmmty
13b. ilistafetatots tgpt" _ mere c-
Farm G1H-i
NmthCarv]inwllepaAnttwtof vimnmeotatQaaliry-Ilivis+nwafWafrsiia cues Revised2?22016

WELL, CON UCTION RECORD EM -1
Lwal �
k- I E�,S�; ter s-rt
wale m—
x?Sq A
NCw.l»
e,,b Ad ro -br.l rim
COBV syNIM 459 — - 4 —
,Maudpp( „rnwrrur�+rnn�
4. Date walls) Conrpteftk W.UIs Fq
LA�Cu�f�W
Fec+tityrOW—N—
n .0&J
C-mw
(irq vufmaamehissow)
s234 7, 7s- ..N
6.7s(are) r larTt
7. Yg this a repair tv wdle QYa — 2wo
If rhls lr a rp{rot' �iI! muhx�wvr?refl aoatsa�iwr �orn�'��dx „arse o1+�rc
repair rarder121 rmarJEsrcvdxbomtc9r64rsfvm-
V. Far Glgwo dOPr or Chnad-Img GesMsrmsi Welts having @re�n�
conshuetlOB6 i y -1 is seeded- inisate TOTAL1 UMBER ofri db
drilled: �j
'v fDwe
I jw by CMW dw the ,go) um (--4 —,-d - aem d--
, ISR lcoat _ IMorISAAraCOCAMW2uc sM LmdOw
copy al+ht* rawrdfAw bun prnvtdrd m rTr:wdl Omer.
nFvW dim r a raddWmmd WEB deter
You taay we the bwk of dig page to pUM" sdditimral vNu sue details Or arell
mnomidwd s You my HjwmUmAWMuEwjpaSmifnwA my.
9. Total wtl d*M Maw IWO auffm= -grf.o �) ?rla.. Far AAA SI&M dds form MOOT! 30 days or complc M of WISH .
For mdapimwd&lidaUdgdlarlJ trF e-33@200'mrd2®10n cousimciioutothe�nlloWin�
10. static nahm level bekm top of easing: 3 �" ifLl
lfua�erlevel fr shore rua "+" -
i1_Borehoiediam�:
12. well CGUSUWMGn me099k A ••• C6 PC—
Ilivtsiaa oiWat�rR��°�IIO�
I61711n StaWm Calais, badClo, NC 276 1617
7Ab� For Io"eetitta Yells: iR additim to 9=dWg dre f on to die address in 24a
above. silo submit WO CVY Of � fay wkb'a 30 daxs of lion ai tivelt
ern Warion talbe fallOW-S
LJZ Dhish n of wader cmRama rem iII td Inman C—U-w proga,
FOR WATER SMLY WgUS �.Y_ IB611g SmvkeCentra: ,NiC 270I636
T/k or water & elIn wn to scadkg the foam to
13a. Mdd (gpm) Me ht5e {cs) abam also submit oe WR of this m willow 30 days of
13b Ditialectiestypes 'Da to the eaang heatdr departmedt of the emmtY
Fanrsw4
NorthGm}malkpatlm�tufFnvirasarxamlQ - o�VNcrRcw¢ccr. xcvbidZ-22Zola

WELL CONSTRUCTION RECORD -
Ftrxlnitt uscutu�r.
L Wdl Cmrisattsr 7�rmatlan.
k E_
-
DESCOMIM
wcu1
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33
Ra
a!7g,? A
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LANDFILL GAS MONITORING PLAN
ANSON COUNTY SOLID WASTE FACILITY
SUBMITTED TO:
NCDEQ DIVISION OF WASTE MANAGEMENT
SOLID WASTE SECTION
217 W JONES STREET
RALEIGH, NC 27603
PRESENTED TO:
WASTE CONNECTIONS, INC. OF NORTH CAROLINA
375 DOZER DRIVE
POLKTON, NORTH CAROLINA 28135
Prepared By:
CIVIL & ENVIRONMENTAL CONSULTANTS, INC.
CHARLOTTE, NORTH CAROLINA
CEC Project 165-276
DECEMBER 2017
A�
Civil & Environmental Consultants, Inc.
19 10 Center Park Drive. Suite A I Charlotte. NC 28217 1 p: 980-224-8104 is 980-224-8172 1 www.cecinc.com

TABLE OF CONTENTS
1.0 INTRODUCTION..........................................................................................................1
1.1 Background Information...................................................................................... 1
1.2 Regulatory Requirements........................................................................................ 2
1.3 Current Site Conditions......................................................................................... 3
1.4 Monitoring Location Criteria.................................................................................. 4
2.0 LFG MONITORING.........................................................................................................5
2.1 Monitoring Devices and Procedures....................................................................... 5
2.2 Monitoring Schedule............................................................................................... 6
3.0 CONTINGENCY PLAN...................................................................................................7
4.0 CERTIFICATION.............................................................................................................8
TABLES
Table 1 — Summary of Gas Monitoring Probe Locations
ATTACHMENTS
Attachment A — Landfill Gas Monitoring Guidance from NCDENR Division of Waste
Management
Attachment B — Site Figures
Attachment C — LFG Well Construction Schematic
Attachment D — Landfill Gas Monitoring Field Log
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1.0 INTRODUCTION
The following plan has been prepared as a standalone document in accordance with current
NCDEQ Solid Waste Section (SWS) guidance. The monitoring locations, methods, and
thresholds for action are based on the SWS document "Landfill Gas Monitoring Guidance"
November 2010, available online at
h=://portal.ncdenr.org./c/document library/get file?uuid=da699f7e-8cl3-4249-9012-
16af8aefdc7b& -og_upld=38361.
The guidance contains specific requirements for well construction, equipment calibration,
sampling procedures, and data keeping in a plan that is organized in a standardized format.
This document is found in Attachment A.
1.1 BACKGROUND INFORMATION
Landfill gas (LFG) is a by-product from the decomposition of organic waste in a landfill,
which includes methane, carbon dioxide, water, and other constituents. Methane can be
explosive under certain conditions, and LFG migration has been known to transfer certain
contaminants into ground water. Subsurface gas normally migrates above the ground water
table and is restricted laterally by streams. In the Slate Belt, the partially weathered rock (PWR)
zone existing just above competent bedrock is often the most porous subsurkice horizon and can
preferentially serve as a gas migration pathway. Man-made subsurface conduits such as
pipelines or trenches (if present) can serve as preferential LFG pathways. No occupied
structures off -site appear to be at risk for gas migration.
The Solid Waste Rules typically focus on the explosive properties of LFG from a public
safety standpoint. Methane in landfill gas has the potential to create an explosion hazard.
Methane is explosive between its lower explosive limit (LEL) of 5% by volume and its upper
explosive limit (UEL) of 15% by volume. Because methane concentrations within the landfill
are typically 50% (much higher than its UEL), methane is unlikely to explode within the landfill
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boundaries. Oxygen is a key component for creating an explosion, but the biological processes
that produce methane require an anaerobic, or oxygen -depleted, environment. Thus, subsurface
drilling in the landfill mass is not likely to cause an explosion. As methane migrates and is
diluted; however, the methane gas mixture may be at explosive levels. At the surface of the
landfill, enough oxygen is present to support an explosion, but the methane gas usually diffuses
into the ambient air to concentrations below the 5% LEL. In order to pose an explosion hazard,
methane must migrate from the landfill and be present between its LEL and UEL. Such
conditions may be present in open excavations, ditches, subsurface utility conduits, or other
subsurface confined spaces.
Active gas recovery is the primary means of controlling gas at this facility. A Landfill Gas
Control Plan was implemented soon after landfill operations commenced. A network of
extraction wells installed in the waste are connected to a blower station and the collected LFG
flared.
Methane monitoring wells (landfill gas probes) are installed above the water table using
construction techniques that are otherwise similar to ground water monitoring wells.
Components of the active gas recovery system are not to be monitored. LFG monitoring
will be performed during the active life of the landfill and throughout the post -closure care
period. Quarterly monitoring will be conducted at all probes and in all on -site structures
located on the landfill property.
1.2 REGULATORY REQUIREMENTS
NCAC 15A 13B .1626 (4) (a) requires monitoring for the following explosive gas limits:
• 25% of the Lower Explosive Limit (LEL) or 5% methane in standard atmosphere
within ALL on -site structures, excluding the gas recovery systems.
• 100% LEL at the facility boundary
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• No detectable concentration at off -site occupied structures.
1.3 CURRENT SITE CONDITIONS
The subject landfill is situated high on a ridge bounded on three sides by blue line streams,
which act as natural barriers to gas migration. Potentiometric contours reflect the surface
topography, which slopes moderately to the north but diverges sharply to the east and west
toward the streams located along the facility boundary. Topographic relief near the west
stream is steep, with elevation changes from the footprint to the streams on the order of 70
feet with up to 20% slopes, but the land surface slopes gently to the east stream with slopes
generally less than 5%. The landfill is lined and is mostly excavated to the approved base
grades on the west side, while the footprint is built up with a constructed 15-foot high
perimeter embankment along the east side.
On -site soils are silt and clay weathered from meta -volcanic tuffs and fine-grained Triassic
sedimentary formations typically exhibiting low permeability, which originally extended 20
to 40 feet beneath the surface. The soils gradually transition with depth to a variably thick
layer of porous "partially weathered rock" overlying hard, low -porosity non -weathered rock.
On the west and north sides of the disposal footprint, deep wide -spread excavation has
removed much of the overburden soil. The water table is approximately 10 to 30 feet deep
over most of the site, including the up -gradient side of the landfill, except near the streams
where water levels are 5 to 8 feet deep. The approved base grades are 30 feet or more above
the level of the streams and a minimum of 4 feet above groundwater and/or bedrock. Lateral
separation to the streams is 50 feet minimum; these dimensions provide little opportunity for
gas to migrate beyond the facility boundary on the three sides bound by streams.
The nearest known residence exists approximately 1,700 feet to the south and east of the
MSWLF. Other occupied structures include a maintenance building (metal shell on
concrete slab) located approximately 500 feet southeast of the footprint and approximately
800 feet east of the gas flare. The scale house (mobile building) is located approximately
1,000 feet south of the waste boundary. A small cemetery exists approximately 400 feet
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east of the Phase 1 footprint. The facility offices are approximately one-half mile south of
the waste boundary.
1.4 MONITORING LOCATION CRITERIA
Gas migration is a process of diffusion through porous media, affected by porosity and
permeability, similar to ground water within an unconfined or partly confined porous
aquifer. For gas, pressures and concentrations are higher near the source and gradually
decrease with distance - unless a distinct conduit is present - thus a "halo effect" is often
discernable. The gas can be confined in the soil by lower permeability clay layers and
saturated layers impermeable to gas that can occur either above or below the porous layer.
At this site, horizontal permeability for ground water flow appears to exceed vertical
permeability, due in part to the shape of the saprolite aquifer as it conforms to the
topography and upper bedrock surface; true for water and gas. The unsaturated saprolite
or PWR is the likely gas conveyance and is the target of the gas monitoring plan.
Placement of perforated pipe for gas monitoring above the water table is standard practice.
The required horizontal placement for gas monitoring appurtenances (either wells or bar -hole
punch locations) is not defined. Considering the similarities of gas migration to ground water,
with a compliance boundary established at property lines, a sensible criteria for test locations
is outside the perimeter of any gas conveyances (such as recovery system pipelines) and
approximately half the distance from the source to the compliance boundary or no more than
150 feet if the property line is more than 300 feet from the source - thus establishing a review
boundary. Gas probe locations are shown on Figure 1 (Attachment B). Distances between
the probes are approximately 250 feet.
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2.0 LFG MONITORING
2.1 MONITORING DEVICES AND PROCEDURES
Equipment: A portable gas monitoring device, e.g. LandGEM 5000 or equivalent gas monitor,
shall be used to measure methane gas in the probes. Concentrations shall be reported in the
units of percent methane or percent of the lower explosive limit (LEL). The LEL for methane
is approximately 5%. General sampling procedures are discussed below, relative to different
types of monitoring appurtenances and locations but the instructions for the specific
monitoring device should be followed.
Occupied Buildings: Monitoring of all on -site structures will be conducted during regular
monitoring events at the earliest possible time after the structure has been unused (e.g. early
morning). Methane is heavier than air and tends to accumulate in the lower zones with
restricted circulations, i.e. crawlspace vents, drainage pipes, and utility vaults. Alternatively,
the buildings may be equipped with continuous explosive gas detection devices. Gas
monitoring will also be conducted in any confined space requiring the entry of personnel for
maintenance or inspection. The monitoring will take place prior to entry by personnel in
accordance with OSHA regulations. Within the buildings, atmospheric sampling for methane
shall be conducted.
Ambient Monitoring: This includes a "walk -around" at the toe of landfill slopes to survey for
gas that may be seeping through the intermediate or permanent cover. A key to potential side
slope seepage includes stained soil, wetness with visible bubbling, or distressed (or absent)
vegetation. Any detection of methane in the ambient monitoring should be noted on a site
map and a special notation recorded in the monitoring report.
Bar -Hole Punch Locations: Gas monitoring in bar -hole punches will consist of punching a
hole with a 3-foot probe. Tubing that is open-ended and perforated on the bottom should be
placed in the bottom of the hole, taking care not to plug the bottom of the tubing with soil.
The peak methane reading should then be recorded for each bar -hole probe location.
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Methane Monitoring Wells: Permanent gas monitoring wells installed to appropriate
monitoring depths, which for this site have been established as 15 feet or the water table,
whichever is encountered first. Each gas monitoring well will be constructed with a 10-foot
perforated section sealed below a bentonite plug, similar to ground water monitoring well
construction with appropriate stickups for visibility and locking covers. Each well shall be
"sniffed" with a gas meter (calibrated for methane) equipped with a probe or open-endedtube
that can be inserted into the sampling port set within the well cap. Readings should be taken
over a five- minute period (or as recommended by the manufacturer) and the peak methane
reading should then be recorded, either as percent methane or percent LEL depending on the
meter output. SWS guidelines include a well construction schematic found in Attachment C.
Record -keeping_: The sampling technician shall record the date, time, location, sampling
personnel, atmospheric temperature, reported barometric pressure, and general weather
conditions at the time of sampling, in addition to the concentration of combustible gases. The
sampling results are to be recorded on a form, such as the example Landfill Gas Monitoring
Field Log shown in Attachment D. The records will be maintained in the landfill operating
record for the life of the facility.
2.2 MONITORING SCHEDULE
The Solid Waste Rules require quarterly monitoring. Landfill gas monitoring will be
performed during the active life of the landfill, currently estimated at 20+ years, and
throughout the post -closure care period.
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3.0 CONTINGENCY PLAN
Solid Waste Rule NCAC 15A 13B .1626 (4) (c) specifies that, upon detection of methane
exceeding the threshold values (described above), the facility management must perform the
following:
• Immediately take steps required to protect human health and notify the Division.
• Within seven days place in the operating record a report of the methane gas levels
and the location of the detection, along with a description of the response to protect
human health.
• Within 60 days implement a remediation plan for the methane gas release; place a
copy of the plan in the Operating Record; and notify the Division that the plan has
been implemented. The plan shall describe the name and extent of the problem
and the proposed remedy.
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4.0 CERTIFICATION
The Landfill Gas Monitoring Plan for this facility has been prepared by a qualified geologist
who is licensed to practice in the State of North Carolina. The plan has been prepared based
on first-hand knowledge of site conditions and familiarity with North Carolina solid waste
rules and industry standard protocol. This certification is made in accordance with North
Carolina ,Solid Waste Regulations, indicating this Landfill Gas Monitoring Plan should
provide early detection of a release of hazardous constituents to the upperinost aquifer, so as to
be protective of public health and the environment. No other warranties, expressed or implied,
are made.
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Table 1 - Summary of Gas Monitoring Probe Locations
Probe
Location
GP-1
Southeast corner of Phase 1, near maintenance building
GP-2
South of Phase 1, near gas works
GP-3
East of Phase 1, over diabase dike
GP-4
South of Phase 1, near southwest corner
GP-5
South of Phase 1, near Phase 2 line
GP-6
East of Phase 2
GP-7
South of Phase 1, near railroad cut
GP-8
West of Phase 3, near future southwest corner
GP -9
West of Phase 3
GP -10
West of Phase 3
GP -11
North of Phase 4
GP -12
North of Phase 4
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ATTACHMENT A
LANDFILL GAS MONITORING GUIDANCE FROM NCDENR DIVISION
OF WASTE MANAGEMENT
Civil & Environmental Consultants. Inc.

NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WASTE MANAGEMENT
SOLID WASTE SECTION
LANDFILL GAS MONITORING GUIDANCE
NOVEMBER 2010
TABLE OF CONTENTS
Section 1 — Introduction..............................................................................................Page 2
Section 2 — Factors Influencing Landfill Gas Generation and Migration ..............................Page 3
Section 3 - Current Solid Waste Section Rules Pertaining to Landfill Gas Monitoring ..............Page 5
Section 4 — Landfill Gas Incidents and Explosions ........................................................Page 9
Section 5 — Landfill Gas Monitoring Wells..................................................................Page 11
Section 6 — Landfill Gas Monitoring Instrumentation ... ..................................................Page 14
Section 7 — References.........................................................................................Page 17
1

SECTION 1- Introduction
North Carolina Solid Waste Management Rules 15A NCAC 13B require quarterly monitoring of methane
gas (at MSW landfills) and quarterly monitoring of methane and other explosive landfill gases (LFG) (at
C&D and other landfills) to ensure that landfill gas does not exceed the lower explosive limit (LEL) at the
facility property boundary or 25 percent of the lower explosive limit in facility structures. If the
concentration exceeds the specified limits, steps must be taken to ensure the protection of public health
and a rernediation plan must be implemented immediately. A landfill gas monitoring plan is necessary to
ensure that these performance standards are met and this guidance document was developed to assist in
establishing a standardized procedure for the monitoring of landfill gas.
Background
Organic matter in landfills begins to decompose almost immediately after being placed in a disposal site.
Putrescible wastes such as food products and sewage sludges begin to break down by biological processes
very rapidly whereas paper, cardboard or cellulose based materials are slower to decompose. However,
when conditions become favorable, most organic matter will decompose. The decomposition process
typically goes through several stages that depend on conditions such as pH, temperature, and moisture
content. The final stage results in the production of methane and although the rate of production may
vary, most landfills produce methane.
Landfill Gas Generation
Landfill gas is a natural by-product of the anaerobic decomposition of organic waste in a Iandftll. The
composition, quantity and rate of landfill gas generation are dependent on the types of waste that are
decomposing and the level of microbial activity within the wastes. The decomposition of biodegradable
waste begins with aerobic decomposition which lasts until the oxygen in the landfill is depleted. The
anaerobic phase then begins, resulting in landfill gas production.
There are four stages of landfill gas composition: the first stage is characterized by elevated nitrogen
levels and occurs when the landfill is new. The second stage is characterized by elevated carbon dioxide
levels and occurs for a relatively short period of time after the initial stage is complete. The third and
fourth stages are characterized by elevated methane concentrations and represent the active life of a
landfill and the post -closure time frame.
Landfill gas is generally composed of 50-55% methane (CH4); 45-50% carbon dioxide (CO2); less than
5% nitrogen (N2); and less than 1% non -methane organic compounds. These individual gases generally
remain co -mingled and do not naturally separate. The Solid Waste Section (SWS) Rules typically focus
on methane (CH4) and its explosive properties due to public safety issues. Hydrogen sulfide (H2S) is
also of particular concern in landfills and is typically recognized by its rotten egg odor. H2S is
immediately dangerous to life and health at concentrations of 100 parts per million (ppm).
Landfill Gas Migration
The production of landfill gas creates a positive pressure within the landfill that forces the gas to migrate.
Landfill gas migrates from place to place by diffusion and pressure gradient and will follow the path of
least resistance. Subsurface gas typically migrates above the groundwater table and is restricted laterally
by streams. Porous soils lying above the bedrock can serve as pathways to transmit large volumes of gas.
Underground off -site migration is common and can be facilitated by the presence of pipelines, buried
utility corridors or trenches located within or adjacent to the landfill boundaries. Movement depends on
soil type and moisture, and migration distances of 1,500 feet have been observed. Barometric pressure
also influences movement. Falling barometric pressure allows methane to migrate out of the landfill and
into surrounding areas.
2

SECTION 2 o Factors Influencing LandfiII Gas Generation and Migration
Factors that affect landfill gas generation and migration through the subsurface include the following:
Waste Composition
The production of landfill gas is directly related to the amount of organic matter present in waste. The
bacteria that break down the waste require small amounts of specific minerals such as calcium, potassium,
magnesium and other micronutrients. Bacteria are able to thrive and produce Iandfill gas if the
mineral s/mi cronutri ents are present. if the minerals/micronutrients are not present or if substances that
inhibit bacterial growth exist, landfill gas production will occur at a reduced rate. Some forms of organic
matter such as cellulose break down quickly whereas matter such as lignin breaks down more slowly.
The rate at which landfill gas is produced depends on the proportions of each type of organic matter
present in the waste.
Moisture Content
Landfills with higher moisture content generate higher concentrations of landfill gas in earlier stages of
development (such as during leachate recirculation). Moisture accelerates the methanogenic process.
Temperature
Landfill bacteria are temperature dependant. They are able to survive and function below the freezing
point, but they also function well at temperatures up to 65°C. Anaerobic bacteria produce small amounts
of heat and may not be able to maintain the temperature of a shallow landfill when external temperatures
decrease, so LFG generation may exhibit seasonal variations. Saturated landfills may not achieve ideal
temperatures because the bacteria do not generate sufficient heat to raise the temperature of the excess
water. Higher temperatures promote volatilization and chemical reactions with the waste so the trace gas
component of Iandfill gas tends to increase with higher landfill temperatures.
Age of Landfill
Typically, landfills have an increasing generation of landfill gas for a number of years until closure at
which time landfill gas generation reaches a peak and begins to subside. An evaluation of the age of the
landfill and use of a landfill gas generation curve can be helpful in determining the likelihood of
significant landfill gas concentrations from the landfill.
Landfill Cap
The type or presence of landfill cover can influence landfill gas generation and migration. Although a low
permeability cap will reduce moisture and landfill gas generation over the longer term, initially, the
installation of a landfill cap could drive landfill gas migration further from the landfill in the subsurface
without proper ventilation (either passive or active). This is especially true in the case of unlined
(unvented) landfills.
Water Table
Landfill gas movement in unlined Iandfills may be influenced by groundwater table variations. A rising
water table could cause displacement and force upward movement of landfill gas.

Man-made and Natural Conduits
Structures such as drains, trenches, and buried utility corridors can act as conduits for landfill gas
migration. Geologic features including fractured bedrock, porous soil, and permeable strata also provide
conduits for landfill gas migration
Landfill Liner Conditions
The presence of a Subtitle-D (or equivalent) landfill liner has the capability to limit the lateral migration
of landfill gas in the subsurface. Unlined landfills have no barrier to prevent lateral landfill gas migration
in the subsurface.
Weather Conditions
Barometric pressure and precipitation have significant effects on landfill gas migration. Increased
barometric pressure yields decreased landfill gas venting from the subsurface, until the pressure within the
subsurface is greater than the atmospheric (barometric) pressure. Conversely, as the barometric pressure
decreases, the landfill will vent the stored gas until pressure equilibrium is reached. Capping of a landfill
can influence the effect of barometric pressure on landfill gas migration. Generally, a more permeable
landfill cap will allow greater influence by barometric pressure than a less permeable landfill cap.

SECTION 3 — 4Carrrent Solid Waste Section Rules Pertaining to ]Landfill Gas
monilkarhi
Web link to the 15A NCAC 13B rules - http://portal.ncdeiu•.org/web/wm/sw/iules
15A NCAC 13B
.0101- DEFINITIONS
.0101 (14) "Explosive gas" means Methane (CH4)
.0101(25) "Lower explosive limit" (LEL) means the lowest percent by volume of mixture of explosive
gases which will propagate a flame in air at 25 degrees Celsius and atmospheric pressure.
.0503 - SITING AND DESIGN REQUIREMENTS FOR DISPOSAL FACILITIES
.0503(2) A site shall meet the following design requirements:
(a) The concentration of explosive gases generated by the site shall not exceed:
(i) twenty-five percent of the limit for the gases in site structures (excluding gas control or
recovery system components); and
(ii) the lower explosive limit for the gases at the property boundary;
.0543 - CLOSURE AND POST -CLOSURE REQUIREMENTS FOR C&DLF FACILITIES
.0543(e) Post -closure criteria.
(1) Following closure of each C&DLF unit, the owner and operator must conduct post -closure
care. Postclosure care must be conducted for 30 years, except as provided under Subparagraph (2)
of this Paragraph, and consist of at least the following:
(C) maintaining and operating the gas monitoring system in accordance with the
requirements of Rule .0544 of this Section; and
(2) The length of the post -closure care period may be:
(A) decreased by the Division if the owner or operator demonstrates that
the reduced period is sufficient to protect human health and the environment and this
demonstration is approved by the Division; or
(B) increased by the Division if the Division determines that the lengthened period is
necessary to protect human health and the environment.
.0544 - MONITORING PLANS AND REQUIREMENTS FOR C&DLF FACILITIES
.0544(d) Gas Control Plan
(1) Owners and operators of all C&DLF units must ensure that:
(A) the concentration of methane gas or other explosive gases generated by the facility
does not exceed 25 percent of the lower explosive limit in on -site facility structures
(excluding gas control or recovery system components);
(B) the concentration of methane gas or other explosive gases does not exceed the lower
explosive limit for methane or other explosive gases at the facility property boundary; and
(C) the facility does not release methane gas or other explosive gases in any concentration
that can be detected in offsite structures.
(2) Owners and operators of all C&DLF units must implement a routine methane monitoring
program to ensure that the standards of this Paragraph are met.
(A) The type of monitoring must be determined based on soil conditions, the
Hydrogeologic conditions under and surrounding the facility, hydraulic conditions on and
surrounding the facility, the Iocation of facility structures and property boundaries, and the
location of all offsite structures adjacent to property boundaries.

(B) The frequency of monitoring shall be quarterly or as approved by the Division.
f (3) If methane or explosive gas levels exceeding the limits specified in Subparagraph (d)(1) of this
Rule are detected, the owner and operator must:
(A) immediately take all steps necessary to ensure protection of human health and notify
the Division;
(B) within seven days of detection, place in the operating record the methane or explosive
gas levels detected and a description of the steps taken to protect human health; and
(C) within 60 days of detection, implement a remediation plan for the methane or
explosive gas releases, place a copy of the plan in the operating record, and notify the
Division that the plan has been implemented. The plan must describe the nature and extent
of the problem and the proposed remedy.
(4) Based on the need for an extension demonstrated by the operator, the Division may establish
alternative schedules for demonstrating compliance with Parts (3)(13) and (3)(C) of this Paragraph.
(5) For purposes of this Item, "lower explosive limit" means the lowest percent by volume of a
mixture of explosive gases in air that will propagate a flame at 25 C and atmospheric pressure.
.0566 - OPERATIONAL REQUIREMENTS FOR LAND CLEARING/INERT DEBRIS (LCID)
LANDFILLS
0566(13) The concentration of explosive gases generated by the facility shall not exceed:
(a) Twenty-five percent of the lower explosive limit for the gases in facility structures.
(b) The lower explosive Iimit for the gases at the property boundary.
.1626 — OPERATIONAL REQUIREMENTS FOR MSWLF FACILITIES
.1626(4) Explosive gases control.
(a) Owners or operators of all MSWLF units must ensure that:
(i) The concentration of methane gas generated by the facility does not exceed 25 percent
of the lower explosive limit for methane in facility structures (excluding gas control or
recovery system components); and
(ii) The concentration of methane gas does not exceed the lower explosive limit for
methane at the facility property boundary.
(b) Owners or operators of all MSWLF units must implement a routine methane monitoring
program to ensure that the standards of (4)(a) are met. A permanent monitoring system shall be
constructed on or before October 9, 1994. A temporary monitoring system shall be used prior to
construction of the permanent system.
(i) The type and frequency of monitoring must be determined based on the following
factors:
(A) Soil conditions;
(B) The hydrogeologic conditions surrounding the facility;
(C) The hydraulic conditions surrounding the facility; and
(D) The location of facility structures and property boundaries.
(ii) The minimum frequency of monitoring shall be quarterly.
(c) If methane gas levels exceeding the limits specified in (4)(a) are detected, the owner or
operator must:
(i) Immediately take all necessary steps to ensure protection of human health and notify the
Division;
(ii) Within seven days of detection, place in the operating record the methane gas levels
detected and a description of the steps taken to protect human health; and
(iii) Within 60 days of detection, implement a remediation plan for the methane gas
releases, place a copy of the plan in the operating record, and notify the Division that the

plan has been implemented. The plan shall describe the nature and extent of the problem
and the proposed remedy.
(iv) Based on the need for an extension demonstrated by the operator, the Division may
establish alternative schedules for demonstrating compliance with (4)(c)(ii) and (iii) of this
Rule.
(d) For purposes of this Item, "lower explosive limit" means the lowest percent by volume of a
mixture of explosive gases in air that will propagate a flame at 25°C and atmospheric pressure.
1626(10) Recordkeeping requirements.
(a) The owner or operator of a MSWLF unit must record and retain at the facility, or an alternative
location near the facility approved by the Division, in an operating record the following
information as it becomes available:
(iii) Gas monitoring results and any remediation plans required by Item (4) of this Rule;
.1627 -- CLOSURE AND POST CLOSURE REQUIREMENTS FOR MSWLF ACTIVITES
.1627(d) Post -Closure Criteria
(1) Following closure of each MSWLF unit, the owner or operator shall conduct post -closure care.
Post -closure care shall be conducted for 30 years, except as provided under Subparagraph (2) of
this Paragraph, and consist of at least the following:
(D)-Maintaining and operating the gas monitoring system in accordance with the
requirements of Rule .1626 of this Section.
(2) The length of the post -closure care period may be:
(A) Decreased by the Division if the owner or operator demonstrates that the reduced
period is sufficient to protect human health and the environment and this demonstration is
approved by the Division; or
(B) Increased by the Division if the Division determines that the Iengthened period is
necessary to protect human health and the environment.
(3) Following completion of the post -closure care period for each MSWLF unit, the owner or
operator shall notify the Division that a certification, signed by a registered professional engineer,
verifying that post -closure care has been completed in accordance with the post -closure plan, has
been placed in the operating record.
NOTES:
Based on the referenced rules above, the following words / phrases are presently in the Solid Waste
Section rules pertaining to methane and explosive landfill gas.
Rule .0101(14) states: "Explosive gas means Methane (CH) ".
Rule .0503 (2)(a) refers to "explosive gases".
Rule .0544(d) refers to "Gas Control Plan "
Rule .0544(d)(1) refers to "methane or other explosive gases ".
Rule .0544(d)(2) refers to "methane monitoring program"
Rule .0544(d)(3) refers to "methane or explosive gas levels"
Rule .0566 (13) refers to "explosive gases".
Rule .1626 (4) refers to "explosive gases control"
Rule. I 626(4)(a-b) refers to "methane monitoring" and "methane monitoringprogram ".

Monitoring Goals
Landfill design and landfill gas monitoring regulations in North Carolina require that there not be an
exceedance of 100% of the Lower Explosion Limit (LEL) (equivalent to 5% methane) at the property
boundary, or 25% LEL in on -site structures. These regulations were developed over time to protect the
health and safety of the citizens of North Carolina and the U.S. from the asphyxiation and explosive
hazards of landfill gas.
NC Rule History
A review of NC landfill guidance documents and regulations from 1972 to the present indicates that from
1972 through 1982, there was no mention of design requirements regarding the control of landfall gas, nor
were there any landfill monitoring requirements for landfill gas. In 1982, the regulations were changed to
require that sanitary landfill design prevent landfill gas concentrations of 100% LEL at the property
boundary line and 25% inside on -site structures. Although a design requirement was added, no design
requirement was established to determine if the design requirement was being met. In 1993 with the
establishment of .1600 rules, requirements for designs to limit landfill gas levels to below 100% at the
property boundary line and 25% in on -site structures and monitoring of landfill gas concentrations around
the perimeter of the landfill and inside on -site structures were adopted.

SECTION 4 — Landfill Gas Incidents and Explosions
Hazards Involving Landfill Gas
Landfill fires may or may not be directly caused by landfill gas. The primary concern with these fires is
air contamination from the resulting smoke; however they also present a variety of additional problems. In
addition to concerns with containing and extinguishing landfill fires, potential reactions involving
unknown chemicals in the landfill can cause uncertain hazards. Discarded consumer products in a
landfill, such as pesticides, paints, solvents, cleaners, and other material can be the source of chemical
releases. Heat from the fire can cause chemicals to volatilize, breakdown, and enter the environment. Also
to be considered is the presence of other combustible gases in addition to methane. Whenever an
environmental investigation of a landfill is prompted by odorous compounds or explosive gases, the
presence of toxic substances should also be investigated. One example is hydrogen sulfide (H2S) that can
cause asphyxiation and is flammable. An analysis should include alkyl benzenes, sulfur compounds, vinyl
chloride, and methane, and other products associated with industrial wastes, construction and debris
waste, and normal organic and inorganic waste.
Fires and explosion hazards become a concern when gases collect in confined spaces. Buildings,
basements, and pits are typically regarded as confined spaces. However, landfill gases also collect in and
migrate to cracks in the landfill cover, leachate "springs", cracks in adjacent structures, paved parking
areas, etc. Fires can occur on the surface and underground. Surface fires involve recently buried waste
near the surface in an aerobic decomposing layer, typically I to 4 feet below ground. These fires can be
intensified by subsurface landfill gas and spread throughout the landfill. Subsurface fires occur deeper
within the landfill, involve material buried for months or years, and can burn for days and months.
The following is a brief summary of some incidents involving landfill gas migration from landfills:
2007 Four employees died as a result of exposure to high concentrations of hydrogen sulfide while
attempting to repair a leachate pump at a C&D landfill in Superior, Wisconsin (Journal of
Environmental Heath 2008).
1999 An 8-year old girl was burned on her arms and legs when playing in an Atlanta, Georgia
playground. The area was reportedly used as an illegal dumping ground many years ago (Atlanta
Journal -Constitution 1999).
1994 While playing soccer in a park built over an old landfill in Charlotte, North Carolina, a woman was
seriously burned by a methane explosion (Charlotte Observer 1994).
1987 Offsite landfill gas migration is suspected to have caused a house to explode in Pittsburgh,
Pennsylvania (EPA 1991).
1984 Landfill gas migrated to and destroyed one house near a landfill in Akron, Ohio. Ten houses were
temporarily evacuated (EPA 1991).
1983 An explosion destroyed a residence across the street from a landfill in Cincinnati, Ohio. Minor
injuries were reported (EPA 1991).
1975 In Sheridan, Colorado, landfill gas accumulated in a storm drain pipe that ran through a landfill. An
explosion occurred when several children playing in the pipe lit a candle, resulting in serious
injury.

1969 Methane gas migrated from an adjacent landfill into the basement of an armory in Winston-Salem,
North Carolina. A lit cigarette caused the gas to explode, killing three men and seriously injuring
five others (USACE 1984).
10

SECTION 5 - Landfill Gas Monitoring Wells
Locations
Landfill gas monitoring well locations will be site specific depending upon site geology, depth to
groundwater, surface water features, on -site and off -site structures and sensitive receptors. The landfill
gas monitoring wells must be spaced no more than 500 feet apart depending upon site specifics. A readily
accessible, unobstructed path must be maintained so that landfill gas monitoring wells are always
accessible using four-wheel drive vehicles. Regardless of site specifics, the permittee must obtain
approval from the Solid Waste Section for the design and installation of any landfill gas monitoring well
system.
Well Construction and Installation
Landfill gas monitoring wells are the same as groundwater monitoring wells with two exceptions. Landfill
gas monitoring wells are installed just above the water table within the unsaturated zone and are equipped
with a stopcock valve or a quick connect coupling on the cap, which allows for accurate landfill gas
measurements. The stopcock valve must be equipped with flexible tubing and a barb connection that will
fit the gas meter's inlet tube. The stopcock valve or a quick connect coupling must be closed between
monitoring events. The landfill gas monitoring well must also be capped, locked, and labeled with a
permanently affixed identification plate stating the well contractor name and certification number, date of
well competition, total depth of well, screen length and well ID number. See detailed schematics of a
landfill gas monitoring well (Figure 1).
The depth of each landfill gas monitoring well will be site specific depending upon depth to groundwater.
Landfill gas monitoring wells must be constructed the same as groundwater monitoring wells as described
in 15A NCAC Subchapter 2C. Typically landfill gas monitoring wells must be installed using 2" PVC
piping and screen. The screen length, also site specific, must span the majority of the unsaturated zone
while still allowing for proper well construction. A North Carolina Professional Geologist or Professional
Engineer must be present to supervise the installation of all landfill gas monitoring wells. The exact
locations, screened intervals, and nesting of the wells must be approved by the Solid Waste Section
Hydrogeologist prior to landfill gas monitoring well installation. Each landfill gas monitoring well must
be surveyed for Iocation and elevation by a North Carolina Registered Land Surveyor. Within thirty (30)
days of the completed construction of each new landfill gas monitoring well, the boring log and a diagram
of each well including, but not limited to total depth, screened interval and distance above seasonal high
water table must be submitted to the Solid Waste Section. The submittal must also include a scaled
topographic map showing the location and identification of new, existing and abandoned landfill gas
monitoring wells.
Nested and Clustered Landfill Gas Monitoring Wells
Nested and/or clustered landfill gas monitoring wells may be required in unsaturated zones of 45 feet or
more to measure specific depths of the unsaturated zone. Initially, the installation of one long screen shall
be sufficient. If a monitoring event shows an exceedance of the lower explosive limit, then the Solid
Waste Section may require the installation of nested and/or clustered landfill gas monitoring wells.
Abandonment of Wells
An abandonment record must be submitted to the Solid Waste Section within 30 (thirty) days of the
abandonment of a landfill gas monitoring well. The Iandfill gas monitoring well(s) must be overdrilled
and sealed with grout in accordance with 15A NCAC 2C .0113(d) and certified by a North Carolina
Professional Geologist or Professional Engineer.
11

SECTION 6 -- Landfill Gas Monitoring Instrumentation
The person using the landfill gas monitoring instrument must understand the principles of operation and
follow the manufacturer's instructions. This includes calibrating the instrument according to the
manufacturer's specifications. Include the following on the top portion of the landfill gas monitoring
form (See example below) : facility name, permit number, type and serial number of gas monitoring
instrument, calibration date of the instrument, date and time of field calibration, type of gas used for field
calibration (15115 or 35/50), expiration date of field calibration gas canister, date of landfill gas
monitoring event, name and position of sample collector, pump rate of instrument being used, ambient air
temperature, and general weather conditions. Verification that the equipment was calibrated in
accordance with the manufacturer's specifications is also required. When determining which field
calibration gas to use, take into consideration the expected levels of methane in the landfill gas monitoring
wells. If the methane levels are expected to be low, use the 15/15 gas canister (15% CO2/15% CH4). 1f
the methane levels are expected to be high, use the 35/50 gas canister (35% CO2/50% CH4).
For every landfill gas monitoring well, please include the following: verification of sample tube purge
prior to each sample taken (should be one minute), the time pumped in seconds (should be at least one
minute), barometric pressure, time stabilized reading collected, percent lower explosive limit, percent
methane by volume, percent oxygen, percent carbon dioxide, and any observations or comments.
The landfill gas monitoring data form (See example below) and results should be retained in the facility's
operating record unless an exceedance has occurred and/or is requested by the Solid Waste Section.
Landfill gas monitoring readings from non -calibrated or inaccurately calibrated instruments are not
reliable, and will therefore be rejected by the Solid Waste Section. Landfill gas monitoring readings
collected with monitoring equipment that was not designed for landfill gas monitoring will also be
rejected by the Solid Waste Section. There are several different landfill gas monitoring instruments on
the market which may be used in order to obtain all of the information required by the Solid Waste
Section.
Monitoring Times
Monitoring times are also important when conducting landfill gas monitoring. Proper landfill gas
monitoring should include sampling during times when landfill gas is most likely to migrate. Landfill gas
can migrate and accumulate not only in landfill gas monitoring wells; it can also migrate and accumulate
in buildings and other structures. Because subsurface gas pressures are considered to be at a maximum
during the afternoon hours, monitoring should be conducted in the afternoon or whenever the barometric
pressure is low.
Scientific evidence also indicates that weather and soil conditions influence the migration of landfill gas.
Barometric pressure and precipitation have significant effects on landfill gas migration. Increased
barometric pressure generates decreased landfill gas venting from the subsurface, until the pressure within
the subsurface is greater than the atmospheric (barometric) pressure. On the other hand, when the
barometric pressure decreases, the landfill will vent the stored gas until a pressure equilibrium is reached.
Capping of a landfill can influence the effect of barometric pressure on landfill gas migration. Generally,
a more permeable landfill cap will allow greater influence by barometric pressure than a Iess permeable
landfill cap. As a result, landfill gas monitoring should be conducted when the barometric pressure is low
and soils are saturated. During the winter season when snow cover is just beginning to melt or when the
ground is frozen or ice covered, landfill gas monitoring should be conducted when the barometric
pressure is low.
14

Landfill Gas Sampling Procedures
Any accumulation of landfill gas in the landfill gas monitoring wells is the result of landfill gas migration.
The following procedure is a recommended example for conducting landfill gas monitoring well
sampling, but always read and follow the manufacturer's instructions because each instrument will be
different.
Step 1— Calibrate the instrument according to the manufacturer's specifications. In addition, prepare the
instrument for monitoring by allowing it to properly warm up as directed by the manufacturer. Make sure
the static pressure shows a reading of zero on the instrument prior to taking the first sample.
Step 2 — Purge sample tube for at least one minute prior to taking reading. Connect the instrument tubing
to the landfill gas monitoring well cap fitted with a stopcock valve or quick connect coupling.
Step 3 — Open the valve and record the initial reading and then the stabilized reading. A stable reading is
one that does not vary more than 0.5 percent by volume on the instrument's scale.
Step 4 - Record the stabilized reading including the oxygen concentration and barometric pressure. A
proper reading should have two percent oxygen by volume or less. If levels of oxygen are higher, it may
indicate that air is being drawn into the system giving a false reading.
Step 5 — Turn the stopcock valve to the off position and disconnect the tubing.
Step 6 — Proceed to the next landfill gas monitoring well and repeat Steps 2 — 5.
Landfill Gas Constituent Sampling and Analysis
Sampling of landfill gas to determine volume percentages/concentrations of each constituent can be
accomplished through the use of canisters which are specifically designed for landfill gas analysis.
Several analytical methods are available to determine the concentrations of a variety of constituents.
Typically, landfill gas analysis of this type is performed to determine the non -methane organic
compounds emission rate for Tier 2 testing under the Clean Air Act (Title V Subpart WWW 60.754).
Isotropic identification of landfill methane can be accomplished to identify one source of methane from
another. In this case, isotopes of carbon and hydrogen in the methane are analyzed to determine the
methane source.
15

SECTION 7 - References
Agency for Toxic Substances & Disease Registry. "Landfill Gas Primer- An Overview for Environmental
Health Professionals. 2001." http://www.atsdr.cdc.gov/HAC/landfill/html/toe.htini (accessed February 24.
2010).
California Environmental Protection Agency. "Landfill Gas Monitoring Well Functionality at 20
California Landfills, 2008". http;//www.calrecycle.ca.goy/Publications/Organics/2008022.pdf (accessed
February 24 2010).
Florida Department of Environmental Protection. Gas Management Systems, under Rule 62-701.530.
http://www.dei2.state.fl.us/waste/quick topics/rules/default.htm (accessed February 24, 2010).
Missouri Department of Natural Resources, Flood Grant Team. "An Analysis of Landfill Gas Monitoring
Well Design and Construction, 2007". http://www.clu-
in.ore/conf/itrc/directpusl0/prez/Missouri_Study.pdf (accessed February 24, 2010).
Missouri Department of Natural Resources. "Design and Construction of Landfill Gas Monitoring Wells".
http://www.diii-.missoui-i.gov/t)ubs/oub2O54.pd (accessed February 24, 2010).
Wisconsin Department of Natural Resources. Environmental Monitoring for Landfills, under Chapter NR
507.22, http://www,dnr.state.wi.us/org/aw/wm/information/wiacsss.htm
(accessed February 24, 2010).
"Landfill Gas -an Overview" Landfill-gas.com. Web, 22, Feb. 2010
littp://www.landfiII--gas.com/webpage -LFG-overview.doc
17

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\\\\\ \/ I I,// //� ;/// �� - �- \\ \\ I (/ / � 1 / f I / - \ \ I \
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(\IIII\\/ Ill/ ///j�� ��/ /// / / / \\\\\\� (I l I // / / -__/ l / ///�/ / / - / / �i J / \ \ \ \ \ \ % 1 r ( \� \ \\ \ 1
(�// // �/ / / / - I I 1 1 / / I/ / / r / IIIII / / / \ \ \ \ ( \ \ \ 1 1 l
III,%I�l" / // -- // / �c. _-�-\ \\\N�JJI �lI I I // _�� ///r�i// / / // /j/ ///'X� �-//i/X/// / l / / / \ \ \ \\ \ \ \ I I f \ \ \ �\ \\ \ \ I I I I
IIII-�IIIIII(�l / // / / _ ���\\\\` JI I I //l / [- � I / //'/ / \�,,- / /// / //�-/ �/////�f_/ ) I \ 1 I \ \ \ \ \\ \ I I ) /
.1 IIII �- )\\�\ \I 11 / � / �\\\`=�J I JJI �i / / / / / / IIII - �i � � ) 1 \ ` 1 1 \ \ I
\\\\ l / ll / / -- -/ - / /- ` /i / / / I/ / ,- / -� -- 1 J \ \ 1 1 \ / �� \ \ \ I
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REFERENCE // / � / / / / //� - -- J- /� / // / / / / / - ���/,-' �_-\\ �/ I ) I I I / \ /
/ / / / - / / / ( / \ - __J l I I r \__ \ \ \ \ / / 1
1. EXISTING TOPOGRAPHY WITHIN WASTE CONNECTIONS PROPERTY WAS PROVIDED /// , / /,/// - --_-�, -- IIII // / /// // // / /� I l \`-_-- / 1 \ \ J /
AT 2-FT CONTOUR INTERVALS BY INDEPENDENT MAPPING CONSULTANTS (IMC // / / // // ,� ,///_� - - //// / / C _�� -_� / I I ( I I / \ \ \ / / 1 %
JOB NO. 16030); DATE OF AERIAL PHOTOGRAPHY FEBRUARY 27, 2016. ,// - //// / / /,,- �, / //, �/ / / r J 1 \ \ \ / / \
2. LIDAR TOPOGRAPHY OUTSIDE WASTE CONNECTIONS PROPERTY WAS ACQUIRED -' / ���/'/ / /� �- ���--��� /// / / / / /) I \ \ \ \ r- _ -/ ' / I \ \ \ \ \ \ \ \\ \ \ l J f \ \
FROM NC DOT CIS. i� i�/' /'i / //j j/ -�/ /--- -/// / / / / 1 I 1 \ I \ / 1 - -- - __�/ \ \ \ \ \ \ / ! I
/i / / // , / - - , i / / J I 1 \ I r --- / ' I \ \\ \
3. WETLANDS INFORMATION PROVIDED BY CWS ON AUGUST 8, 2016. �- ��/ / / x// / / / / / i / % ( / J I ! _ ) % \ I ` i \I
4. FEMA FLOODPLAIN INFORMATION FROM NCFLOODMAPS. MAP NUMBERS: //, j/�/ / / / / / / / / , i -- J ) ) ) l /l I I \ \ \ / --�- / /- / \ \ \ \ \\ \,� --) --)
3710644500J, 3710644600J, 3710645500J, 3710645600J. __- / ////,/ �/ ./ - // ,/ /'/� /,/ / ,-- / / / ) ) � / / _/ /) i i / / / - \ � \ \ \
\ \--\ l
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r' /
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I , I t \ �\ . I \.\ \ / Y . i i. / I I I I
LEGEND
PROPERTY LINE
EXISTING STREAMS
EXISTING WETLANDS
100-YEAR FLOODPLAIN
EXISTING MAJOR CONTOUR
---- EXISTING MINOR CONTOUR
PHASE LIMIT/EDGE OF LINER
EXISTING BUILDING/STRUCTURE
MONITORING POINT
SCALE IN FEET
0 200 400
0
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LEGEND
EXISTING
------ sso ---- — 10 FOOT ELEVATION CONTOUR
— 2 FOOT ELEVATION CONTOUR
—m PROPERTY BOUNDARY
-LIMY of WASTE
._._ ... GEOLOGICAL SEPARATION
— - — — — — STREAM
_
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SEDIMENT BASIN
- —WETLANDSIL
— DIABASE DIKE
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`TO}'0 HAS
� RECENT CELL
CHANGED DUE TO
CONSTRUCTION
n
�111.,
=
Z_
l
1. GAS PROBES GP-1 THROUGH GP-6 ARE EXISTING,I
GP-7 THROUGH GP-12 ARE PROPOSED.
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SCALE IN FEET
—7
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LFG1— Monitor..
DATE:
JULY 2015
SLALE:
AS SHOWN
� G —2
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=
URAW NG N0.
LFG1

ATTACHMENT C
LFG WELL CONSTRUCTION SCHEMATIC
Civil & Environmental Consultants, Inc.

SAMPLING PORT
WELL CAP
(NOT GLUED)
44° LOCKABLE STEEL CASING
(3- MIN. STICK UP WTH LOCKING
,•' COVER)
WELL TAG (INCLUDE THE CAS' AND SARPLING PORT
FOLLOWING INFORMA11ON)
WELL ID,:
DRILLING COMPANY: NON -PERFORATED PVC
DATE OF INSTALLATION: RISER
TOTAL DEPTH:
CONSTRUCTION DETAILS: 3' '
CONCRETE PAD
3d
` l
tag
BENTONITE PELLET SEAL
(HYDRATED PER MFG. SPECS)
GROUT SEAL
(CEMENT AND SODIUM BENTONITE)
SAND PACT(
10 SLOT PVC WELL SCREEN
SEDIMENT TRAP
SEASONAL HIGH WATER TABLE
7 _

ATTACHMENT D
LANDFILL GAS MONITORING FIELD LOG
Civil & Environmental Consultants. Inc.

NC Division of Waste Management - Solid Waste Section
Landfill Gas Monitoring Data Form
Notice: This form and any information attached to it are "Public Records" as defined in NC General Statute 132-1. As such,
these documents are available for inspection and examination by any person upon request (NC General Statute 132-6).
Facility Name: Permit Number:
Date of Sampling:
Name and Position of Sample Collector:
Type and Serial Number of Gas Meter:
Date and Time of Field Calibration:
NC Landfill Rule (.0500 or .1600):
Type of Field Calibration Gas (15/15 or 35/50):
Pump Rate of Gas Meter:
Ambient Air Temperature: Barometric Pressure:
Calibration Date of Gas Meter:
Expiration Date of Field Calibration Gas Canister:
General Weather Conditions:
Instructions: Under "Location or LFG Well" identify the monitoring wells or describe the location for other tests (e.g., inside
buildings). A drawing showing the location of test must be attached. Report methane readings as both % LEh and % CH4 by
volume. A reading in percent methane by volume can be converted to % LEL as follows: % methane by volume = % LEL/20
Location
or LF'G
Well ID
Sample
Tube
Pure
Time
Time
Pumped
(see)
Initial
/oLEL
Stabilized
/oLEL
o
/
vvolu
l o
volume
%02
%CO2
%142S
Notes
If your facility has more gas monitoring locations than there is room on this form, please attach additional sheets listing the
same information as contained on this form.
Certification
To the best of my knowledge, the information reported and statements made on this data submittal and attachments
are true and correct. I am aware that there are significant penalties for making any false statement, representation, or
certification including the possibility of a fine and imprisonment.
SIGNATURE
TITLE

APPENDIX D
JURISDICTIONAL DELINEATION REPORT

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
LINDA CULPEPPER
Director
Waste Connections
Attn: Mr. Nelson Breeden
265 Brookview Centre Way
Suite 205
Knoxville, TN 37919
NORTH CAROLINA
Environmental Quality
April 28, 2020
DWR # 20191169
Anson County
Subject: Approval of Individual 401 Water Quality Certification with Additional Conditions
Anson County Waste Management Facility
USACE Action ID. No. SAW-2018-0053
Dear Mr. Breeden:
Attached hereto is a copy of Certification No. WQC004217 issued to Mr. Nelson Breeden and Waste
Connections, dated April 28, 2020. This Certification replaces the Certification issued on February 17,
2020 and is being reissued to acknowledge changes to the mitigation plan. Please note that you should
get any other federal, state or local permits before proceeding with the subject project, including those
required by (but not limited to) Sediment and Erosion Control, Non -Discharge, and Water Supply
Watershed regulations.
This approval and its conditions are final and binding unless contested. This Certification can be
contested as provided in Articles 3 and 4 of General Statute 150B by filing a written petition for an
administrative hearing to the Office of Administrative Hearings (hereby known as OAH) within sixty (60)
calendar days.
A petition form may be obtained from the OAH at http://www.ncoah.com/ or by calling the OAH Clerk's
Office at [phone] for information. A petition is considered filed when the original and one (1)
copy along with any applicable OAH filing fee is received in the OAH during normal office hours (Monday
through Friday between 8:00am and 5:00pm, excluding official state holidays).
The petition may be faxed to the OAH at [phone], provided the original and one copy of the
petition along with any applicable OAH filing fee is received by the OAH within five (5) business days
following the faxed transmission.
Mailing address for the OAH:
D Q
�� North Carolina Department of Environmental Quality I Division of Water Resources
512 North Salisbury Street 1 1617 Mail Service Center I Raleigh, North Carolina 27699-1617
NORTH CAROLINA
aapa� M,f �w�aa Islauai� /� 919.707.9000

Anson County Waste Management Facility
DWR Project #20191169
Individual Certification #WQC004217
Page 2 of 8
If sending via US Postal Service: If sending via delivery service (UPS, FedEx, etc):
Office of Administrative Hearings Office of Administrative Hearings
6714 Mail Service Center 1711 New Hope Church Road
Raleigh, NC 27699-6714 Raleigh, NC 27609-6285
One (1) copy of the petition must also be served to DEQ:
William F. Lane, General Counsel
Department of Environmental Quality
1601 Mail Service Center
Raleigh, NC 27699-1601
Unless such a petition is filed, this Certification shall be final and binding.
This certification completes the review of the Division under section 401 of the Clean Water Act and 15A
NCAC 02H .0500. Contact Paul Wojoski at 919-707-3631 or [e-mail] if you have any
questions or concerns.
Sincerely,
DocuSigned by:
�e W ..��
949D91 BA53EF4E0...
Paul Wojoski, Supervisor
401 & Buffer Permitting Branch
cc: Dan Zurlo, Christine Geist, Carolina Wetland Services, Inc. (via email)
Bryan Roden -Reynolds, USACE Charlotte Regulatory Field Office (via email)
Todd Bowers, EPA, (via email)
Olivia Munzer, NC WRC (via email)
DWR 401 & Buffer Permitting Branch file
Filename: 20191169AnsonCountyWasteManagementFacility(Anson)_401_IC_Re-issue

Anson County Waste Management Facility
DWR Project #20191169
Individual Certification #WQC004217
Page 3 of 8
NORTH CAROLINA 401 WATER QUALITY CERTIFICATION
CERTIFICATION #WQC004217 is issued in conformity with the requirements of Section 401, Public Laws
92-500 and 95-217 of the United States and subject to North Carolina's Regulations in 15 NCAC 02H .0500,
to Mr. Nelson Breeden and Waste Connections who have authorization for the impacts listed below, as
described within your application received by the N.C. Division of Water Resources (Division) on August
30, 2019 and subsequent information on January 24, 2020, and by Public Notice issued by the U. S. Army
Corps of Engineers and received by the Division on October 9, 2019.
The State of North Carolina certifies that this activity will not violate the applicable portions of Sections
301, 302, 303, 306, 307 of the Public Laws 92-500 and PL 95-217 if conducted in accordance with the
application, the supporting documentation, and conditions hereinafter set forth.
This approval requires you to follow the conditions listed in the certification below.
Conditions of Certification:
1. The following impacts are hereby approved. No other impacts are approved, including incidental
impacts. [15A NCAC 02H .0506(b) and/or (c)] and 15A NCAC 02B .0250(8)]
Type of Impact
Amount Approved
(units) Permanent
Amount Approved (units)
Temporary
Wetland
W1— Fill
0.095 (acres)
0.0 (acres)
W2 — Fill
0.030 (acres)
0.0 (acres)
Stream
S1— Fill (Stream A - Intermittent)
436 (linear feet)
0 (linear feet)
S2 — Fill (Stream A - Perennial)
664 (linear feet)
0 (linear feet)
S3 — Fill (Stream E - Intermittent)
41 (linear feet)
0 (linear feet)
S4 — Fill (Stream DSD - Intermittent)
36 (linear feet)
0 (linear feet)
Total
1,177 (linear feet)
0 (linear feet)
2. Mitigation must be provided for the proposed impacts as specified in the table below. [15A NCAC
02H .0506 (b)(6)]:
Compensatory Mitigation
Required
River & Sub -basin Number
Stream
1,177 (linear feet)
Yadkin 03040104

Anson County Waste Management Facility
DWR Project #20191169
Individual Certification #WQC004217
Page 4 of 8
PLEASE NOTE: The Division has agreed to allow the permittee(s) to pay their stream mitigation fees as
each phase of the project's construction and the associated impacts, are imminent (Phases are as
indicated on the "Anson County Landfill — Phase 5, Overall Site Plan, Sheet C100", dated August 2019 and
submitted as part of the Standard Permit Application package dated August 22, 2019)
The Division has received an acceptance letter from the Division of Mitigation Services (DMS). Until
DMS receives and clears your payment for a specific phase, and proof of payment has been provided to
this Office, no impacts specified in this Authorization Certificate shall occur. For accounting purposes,
this Authorization Certificate authorizes payment to DIMS to meet the following
compensatory mitigation requirement:
Type of Impact
Compensatory
River and Sub -
Mitigation Required
basin Number
Phase 1 Mitigation (Construction Phase 4 and Partial Phase 5) Anticipated 2020
Warm Steam
77 (linear feet)
Yadkin 03040104
Impact to S3 — 41 LF
Impact to S4 — 36 LF
Phase 2 Mitigation (Construction Phase 5) Anticipated Spring 2024
Warm Steam
1,100 (linear feet)
Yadkin 03040104
Impact to S1— 436 LF
Impact to S2 — 664 LF
TOTAL
1,177 (linear feet)
Yadkin 03040104
3. The owner and/or authorized agent shall conduct a survey of the Perennial portion of "Stream A"
for the state threatened Creeper (Strophitus undulates), rare eastern creekshell (Villosa delumbis)
and Chameleon lampmussel (Lampsilis sp 2) a minimum of 30 days prior to the commencement of
Phase 5 construction activities. The survey shall be conducted by an individual permitted by the
North Carolina Wildlife Resources Commission (NCWRC). For a list of individuals permitted to
conduct mussel surveys, please contact Olivia Munzer with NCWRC at 919-707-0364 or
[e-mail]. If individuals of the above listed species are identified in the project
area, a plan to alleviate impacts must be provided to and approved by the NCWRC in writing and

Anson County Waste Management Facility
DWR Project #20191169
Individual Certification #WQC004217
Page 5 of 8
forwarded to the Division prior to impacts specified in this Authorization Certificate occur. [15A
NCAC 02H .0506 (b)(2)]
4. Prior to any modifications of this certification for impacts from future units/cells, the applicant shall
reevaluate alternatives in order to adequately document avoidance and minimization at that time.
[15A NCAC 02H .0501 and 0502]
5. A copy of the surface water monitoring plan, as approved by the Division of Solid Waste shall be
submitted to the Division for each future phase of the Anson County Waste Management Facility. Any
future modifications to the approved surface water monitoring plans shall be submitted to the
Division for the life of the landfill. Additional monitoring requirements may be added by the Division
upon review of the surface water monitoring plan approved by the Division of Solid Waste. [15A NCAC
02H .0506(b)(5)]
6. No waste, spills, solids or fill of any kind shall occur in wetlands or waters beyond the footprint of the
impacts (including temporary impacts) as authorized under this certification. [15A NACA 02H .0501
and .0502]
7. All construction activities shall be performed and maintained in full compliance with G. S. Chapter
113A Article 4 (Sediment and Pollution Control Act of 1973).
8. Sediment and erosion control measures shall not be placed in wetlands or waters except within the
footprint of temporary or permanent impacts authorized under this Certification. [ 15A NCAC 02H
.0501 and .0502]
9. An NPDES Construction Stormwater Permit ( NCGO10000) is required for construction projects that
disturb one ( 1) or more acres of land. The NCGO10000 Permit allows stormwater to be discharged
during land disturbing construction activities as stipulated in the conditions of the permit. If the
project is covered by this permit, full compliance with permit conditions including the erosion &
sedimentation control plan, inspections and maintenance, self -monitoring, record keeping and
reporting requirements is required. [ 15A NCAC 02H .0506(b)(5) and (c)(5)]
10. No temporary impacts are allowed beyond those included in this Certification. [15A NCAC 02H
.0506(b)(2) and (c)(2)]
11. This approval is for the purpose and design described in your application and as described in the Public
Notice. The plans and specifications for this project are incorporated by reference and are an
enforceable part of the Certification. Any modifications to the project require notification to DWR and
may require an application submittal to DWR with the appropriate fee. [15A NCAC 02H .0501 and
.0502]

Anson County Waste Management Facility
DWR Project #20191169
Individual Certification #WQC004217
Page 6 of 8
12. Appropriate measures should be installed prior to any land clearing activities to protect waters and
wetlands from turbidity and/ or sedimentation. These measures should be routinely inspected and
properly maintained, and excavated materials should be contained outside the wetland boundary.
Excessive silt and sediment loads can have numerous detrimental effects on aquatic resources
including destruction of spawning habitat, suffocation of eggs, and clogging of gills of aquatic species.
[15A NCAC 02H .0506 (b)(3) and (c)(3)]
13. This Certification does not relieve the applicant of the responsibility to obtain all other required
Federal, State, or Local approvals before proceeding with the project, including those required by, but
not limited to Sediment and Erosion Control, Non -Discharge, Water Supply Watershed, and Trout
Buffer regulations.
14. Mr. Nelson Breeden and Waste Connections shall conduct activities in a manner consistent with State
water quality standards (including any requirements resulting from compliance with section 303(d) of
the Clean Water Act) and any other appropriate requirements of State and Federal law. [15A NCAC
02B .0200] If the Division determines that such standards or laws are not being met (including the
failure to sustain a designated or achieved use) or that State or federal law is being violated, or that
further conditions are necessary to assure compliance, the Division may reevaluate and modify this
Certification. Before modifying the Certification, the Division shall notify Mr. Nelson Breeden and
Waste Connections and the U.S. Army Corps of Engineers, provide public notice in accordance with
15A NCAC 02H .0503 and provide opportunity for public hearing in accordance with 15A NCAC 02H
.0504. Any new or revised conditions shall be provided to Mr. Nelson Breeden and Waste Connections
in writing, shall be provided to the U.S. Army Corps of Engineers for reference in any Permit issued
pursuant to Section 404 of the Clean Water Act, and shall also become conditions of the 404 Permit
for the project.
15. Upon completion of all permitted impacts included within the approval and any subsequent
modifications, the applicant shall be required to return a certificate of completion (available on the
DWR website https://edocs.deg.nc.gov/Forms/Certificate-of-Completion ). [15A NCAC 02H .0502(f)]
16. If the property or project is sold or transferred, the new Permittee shall be given a copy of this
Certification (and written authorization if applicable) and is responsible for complying with all
conditions. [15A NCAC 02H .0501 and .0502]
17. This Certification neither grants nor affirms any property right, license, or privilege in any waters, or
any right of use in any waters. This Certification does not authorize any person to interfere with the
riparian rights, littoral rights, or water use rights of any other person and this Certification does not
create any prescriptive right or any right of priority regarding any usage of water. This Certification
shall not be interposed as a defense in any action respecting the determination of riparian or littoral
rights or other rights to water use. No consumptive user is deemed by virtue of this Certification to
possess any prescriptive or other right of priority with respect to any other consumptive user
regardless of the quantity of the withdrawal or the date on which the withdrawal was initiated or
expanded.

Anson County Waste Management Facility
DWR Project #20191169
Individual Certification #WQC004217
Page 7 of 8
18. This certification grants permission to the director, an authorized representative of the Director, or
DENR staff, upon the presentation of proper credentials, to enter the property during normal business
hours. [15A NCAC 02H .0502(e)]
19. Non-compliance with or violation of the conditions herein set forth by a specific project may result in
revocation of this General Certification for the project and may also result in criminal and/or civil
penalties.
20. In accordance with 143-215.85(b), the applicant shall report any petroleum spill of 25 gallons or more;
any spill regardless of amount that causes a sheen on surface waters; any petroleum spill regardless
of amount occurring within 100 feet of surface waters; and any petroleum spill less than 25 gallons
that cannot be cleaned up within 24 hours.
21. The permittee shall report to the Fayetteville Regional Office any noncompliance with this
certification, any violation of stream or wetland standards [15A NCAC 02B .0200] including but not
limited to sediment impacts, and any violation of state regulated riparian buffer rules [15A NCAC 02B
.0200]. Information shall be provided orally within 24 hours (or the next business day if a weekend
or holiday) from the time the applicant became aware of the circumstances. A written submission
shall also be provided within 5 business days of the time the applicant becomes aware of the
circumstances. The written submission shall contain a description of the noncompliance, and its
causes; the period of noncompliance, including exact dates and times, if the noncompliance has not
been corrected, the anticipated time compliance is expected to continue; and steps taken or planned
to reduce, eliminate, and prevent reoccurrence of the noncompliance. The Division may waive the
written submission requirement on a case -by -case basis.

Anson County Waste Management Facility
DWR Project #20191169
Individual Certification #WQC004217
Page 8 of 8
This approval to proceed with your proposed impacts or to conduct impacts to waters as depicted in
your application shall expire upon expiration of the 404 Permit. The conditions in effect on the date of
issuance shall remain in effect for the life of the project, regardless of the expiration date of this
Certification. [15A NCAC 02H .0507(d)(2) and 15A NCAC 02H .0506]
This the 28th day of April 2020
DocuSigned by:
'P�e WO
949D91 BA53EF4E0...
Paul Wojoski, Supervisor
401 & Buffer Permitting Branch
PAW
W QC#004217

T
STRTCS US
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
151 PATTON AVENUE
ROOM 208
ASHEVILLE, NORTH CAROLINA 28801-5006
May 13, 2020
Regulatory Division
Action ID: SAW-2019-00205
Mr. Nelson Breeden
Waste Connections, Incorporated
265 Brookview Centre, Suite 205
Knoxville, Tennessee 37919
Dear Mr. Breeden:
Enclosed is a Department of the Army permit to place fill material in 1,177 linear feet
of stream and 0.125 acre of wetlands to provide solid waste disposal services for the
customers served by the Anson County Waste Management Facility, specifically the
rapidly expanding Charlotte metro area and Anson County, North Carolina. The Corps
is issuing this permit in response to your written request of August 22, 2019, and the
ensuing administrative record.
Any deviation in the authorized work will likely require modification of this permit. If a
change in the authorized work is necessary, you should promptly submit revised plans
to the Corps showing the proposed changes. You may not undertake the proposed
changes until the Corps notifies you that your permit has been modified.
Carefully read your permit. The general and special conditions are important. Your
failure to comply with these conditions could result in a violation of Federal law. Certain
significant conditions require that:
a. You must complete construction before December 31, 2030.
b. You must notify this office in advance as to when you intend to commence and
complete work.
c. You must allow representatives from this office to make periodic visits to your
worksite as deemed necessary to assure compliance with permit plans and
conditions.
d. In order to compensate for impacts associated with this permit, mitigation shall
be provided in accordance with the provisions outlined in the U.S. Army Corps of
Engineers, Wilmington District, Compensatory Mitigation Responsibility Transfer

-2-
Form. The requirements of this form, including any special conditions listed on
this form, are hereby incorporated as special conditions of this permit
authorization.
You should address all questions regarding this authorization to Bryan Roden -
Reynolds at the Charlotte Regulatory Field Office, telephone [phone].
FOR THE COMMANDER
Cllgltallyslgnedby
JONES.MICHAEL,SCOTT.1258314
Date:2020.05.13 13:41:05-04'00'
Scott Jones, PWS
Chief
Asheville/Charlotte Regulatory Field Offices
Enclosures
cc (with enclosures):
NOAA/National Ocean Service
1315 East -west Hwy., Rm 7316
Silver Spring, Maryland 20910-3282
U.S. Fish and Wildlife Service
160 Zillicoa Street
Asheville, North Carolina 28801
Dr. Ken Riley
National Marine Fisheries Service
Habitat Conservation Division
101 Pivers Island Road
Beaufort, North Carolina 28516
Mr. Todd Bowers
Wetlands Protection Section — Region IV
Water Management Division
U.S. Environmental Protection Agency
61 Forsyth Street, SW
Atlanta, Georgia 30303
Division of Coastal Management
N.C. Department of Environmental Quality
400 Commerce Avenue
Morehead City, North Carolina 28557

-3-
Dr. Pace Wilber
National Marine Fisheries Service
219 Fork Johnson Road
Charleston, South Carolina 29412-9110
cc (via Email):
NC DENR - Division of Water Resources (via email)

NOTIFICATION OF ADMINISTRATIVE APPEAL OPTIONS AND PROCESS AND
REQUEST FOR APPEAL
Applicant: Waste Connections Incorporated
File Number; SAW-2019-00205
Date:111112020
Attached is:
See Section below
F11
INITIAL PROFFERED PERMIT (Standard Permit or Letter ofpermission)
A
®
PROFFERED PERMIT (Standard Permit or Letter of permission}
$
❑
PERMIT DENIAL
C
❑
APPROVED JURISDICTIONAL DETERMINATION
D
❑
PRELIMINARY JURISDICTIONAL DETERMINATION
E
SECTION I - The following identifies your rights and options regarding an administrative appeal of the above decision.
Additional information may be found at htt ://www.usace.ariii .mil/Missions/CivilWorks/Re ulatotvPro ramaiidPermits.as )x or
Corps regulations at 33 CFR Part 331. _
A: INITIAL PROFFERED PERMIT: You may accept or object to the permit.
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
Permit.
• OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request
that the permit be modified accordingly. You must complete Section II of this form and return the form to the district
engineer. Your objections must be received by the district engineer within 60 days of the date of this notice, or you will
forfeit your right to appeal the permit in the future. Upon receipt of your letter, the district engineer will evaluate your
objections and may: (a) modify the permit to address all of your concerns, (b) modify the permit to address some of your
objections, or (c) not modify the permit having determined that the permit should be issued as previously written. After
evaluating your objections, the district engineer will send you a proffered permit for your reconsideration, as indicated in
Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
• APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein,
you may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section 11 of
this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days
of the date of this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by
completing Section II of this form and sending the form to the division engineer. This form must be received by the division
engineer within 60 days of the date of this notice.
D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or provide new
information.
• ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the
date of this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
• APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers
Administrative Appeal Process by completing Section II of this form and sending the form to the district engineer. This form
must be received by the division engineer within 60 days of the date of this notice.
E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps regarding the
preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved JD (which may be appealed),
by contacting the Corps district for further instruction. Also you may provide new information for further consideration by the
Corps to reevaluate the JD.

SECTION lI - REQUEST FOR APPEAL or OBJECTIONS TO AN INITIAL PROFFERED PERMIT
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your objections to an initial
proffered permit in clear concise statements. You may attach additional information to this form to clarify where your reasons or
objections are addressed in the administrative record.)
ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps memorandum for the
record of the appeal conference or meeting, and any supplemental information that the review officer has determined is needed to
clarify the administrative record. Neither the appellant nor the Corps may add new information or analyses to the record.
However, you may provide additional information to clarify the location of information that is already in the administrative
record.
POINT OF CONTACT FOR QUESTIONS OR INFORMATION:
If you have questions regarding this decision and/or the
If you only have questions regarding the appeal process you may
appeal process you may contact:
also contact:
Mr. Philip Shannin, Administrative Appeal Review Officer
USACE - District Engineer
CESAD-PDO
Wilmington Regulatory Division
U.S. Army Corps of Engineers, South Atlantic Division
Attn: Bryan Roden -Reynolds
60 Forsyth Street, Room 1OM15
151 Patton Avenue, Room 208
Atlanta, Georgia 30303-8801
Asheville, NC 28801
Phone: [phone]
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any government
consultants, to conduct investigations of the project site during the course of the appeal process. You will be provided a 15 day
notice of any site investigation, and will have the oppottinity to participate in all site investigations.
Date:
Telephone number:
Signature of appellant or agent.
For appeals on Initial Proffered Permits seed this form to:
District Engineer, Wilmington Regulatory Division, Attn: Bryan Roden -Reynolds, 69 Darlington Avenue,
Wilmington, North Carolina 28403
For Permit denials, Proffered Permits and approved Jurisdictional Determinations send this form to:
Division Engineer, Commander, U.S. Army Engineer Division, South Atlantic, Attn: Mr. Philip Shannin,
Administrative Appeal Officer, CESAD-PDO, 60 Forsyth Street, Room 10M15, Atlanta, Georgia 30303-
8801
Phone: [phone]

DEPARTMENT OF THE ARMY PERMIT
Permittee WASTE CONNECTIONS INCORPORATED
Permit No. SAW-2019-00205
Issuing Office CESAW-RG-C
NOTE: The term "you" and its derivatives, as used in this permit, means the permittee or any future transferee. The term "this
office" refers to the appropriate district or division office of the Corps of Engineers having jurisdiction over the permitted activity
or the appropriate official of that office acting under the authority of the commanding officer.
You are authorized to perform work in accordance with the terms and conditions specified below.
Project Description: This permit authorizes the grading and placement of fill material in 1,177 linear
feet of stream and 0.125 acre of wetland. The proposed project would involve the expansion of the
existing Anson County solid waste landfill through incremental phases 3 through 5. These phases
will involve contiguous development to maximize the expanded volume and meet current solid
waste requirements of the rapidly expanding Charlotte metro area and surrounding region (i.e.,
Anson County).
Project Location: The site is located within the existing Anson County Waste Management Facility
property limits in Anson County, North Carolina. To access the site from Charlotte, take US-74
East approximately 45 miles to Dozer Road. Turn left onto Dozer Road and travel approximately
0.5 miles north. The site is at the end of Dozer Road and is bounded on the northwest by Brown
Creek, on the east by Pinch Gut Creek and on the south by CSX railroad. The existing landfill
property consists of the following features: 1) Solid waste disposal operations; 2) Vehicle and
equipment maintenance and fueling in support of landfill and hauling operations (located in the
maintenance building); 3) Leachate collection tanks; 4) Seale house; 5) Truck wash; and 6) an
administrative building.
Permit Conditions:
General Conditions:
1. The time limit for completing the work authorized ends on December 31, 2030_ If you find that you need more time to
complete the authorized activity, submit your request for a time extension to this office for consideration at least one month
before the above date is reached,
2. You must maintain the activity authorized by this permit in good condition and in conformance with the terms and conditions
of this permit. You are not relieved of this requirement if you abandon the permitted activity, although you may make a good
faith transfer to a third party in compliance with General Condition 4 below. Should you wish to cease to maintain the authorized
activity or should you desire to abandon it without a good faith transfer, you must obtain a modification of this permit from this
office, which may require restoration of the area.
3. If you discover any previously unknown historic or archeological remains while accomplishing the activity authorized by this
permit, you must immediately notify this office of what you have found. We will initiate the Federal and state coordination
required to determine if the remains warrant a recovery effort or if the site is eligible for listing in the National Register of Historic
Places.
ENG FORM 1721, Nov 96 EDITION OF SEP 92 IS OBSOLETE. (33 CFR 325 (Appendix A))

4. If you sell the property associated with this permit, you must obtain the signature of the new owner in the space provided
and forward a copy of the permit to this office to validate the transfer of this authorization.
5. If a conditioned water quality certification has been issued for your project, you must comply with the conditions specified
in the certification as special conditions to this permit. For your convenience, a copy of the certification is attached if it
contains such conditions.
6. You must allow representatives from this office to inspect the authorized activity at any time deemed necessary to ensure
that it is being or has been accomplished in accordance with the terms and conditions of your permit,
Special Conditions;
SEE ATTACHED SPECIAL CONDITIONS
Further Information:
1, Congressional Authorities: You have been authorized to undertake the activity described above pursuant to;
( ) Section 10 of the Rivers and Harbors Act, of 1899 (33 U.S.C. 403).
( X) Section 404 of the Clean Water Act (33 U.S.C. I344).
( ) Section 103 of the Marine Protection, Research and Sanctuaries Act of 1972 (33 U,S.C. 1413).
2. Limits of this authorization.
a. This permit does not obviate the need to obtain other Federal, state, or local authorizations required by law.
b. This permit does not grant any property rights or exclusive privileges,
c. This permit does not authorize any injury to the property or rights of others.
d. This permit does not authorize interference with any existing or proposed Federal project.
3. Linuts of Federal Liability. In issuing this permit, the Federal Government does not assume any liability for the following:
a, Damages to the permitted project or uses thereof as a result of other permitted or unpermitted activities or from natural
causes.
b. Damages to the permitted project or uses thereof as a result of current or future activities undertaken by or on behalf
of the United States in the public interest.
c. Damages to persons, property, or to other permitted or unpermitted activities or structures caused by the activity
authorized by this permit.
d. Design or construction deficiencies associated with the permitted work.
e. Damage claims associated with any future modification, suspension, or revocation of this permit.
4. Reliance on Applicant's Data: The determination of this office that issuance of this permit is not contrary to the public interest
was made in reliance on the information you provided.

5. Reevaluation of Pen»it recision. This office may reevaluate its decision on this permit at anytime the circumstances warrant.
Circumstances that could require a reevaluation include, but are not limited to, the following:
a. You fail to comply with the terms and conditions of this permit.
b. The information provided by you in support of your permit application proves to have been false, incomplete, or inaccurate
(See 4 above).
c. Significant new information surfaces which this office did not consider in reaching the originalpublic interest decision.
Such a reevaluation may result in a determination that it is appropriate to use the suspension, modification, and revocation
procedures contained in 33 CFR 325.7 or enforcement procedures such as those contained in 33 CFR 326.4 and 326.5. The
referenced enforcement procedures provide for the issuance of an administrative order requiring you to comply with the tenns
and conditions of your permit and for the initiation of legal action where appropriate. You will be required to pay for any
corrective measuues ordered by ibis office, and if you fail to comply with such directive, this office may in certain situations
(such as those specified in 33 CFR 209.170) accomplish the corrective measures by contract or otherwise and bill you for• the
cost.
6. Extensions. General condition I estab]ishes a time limit for the completion of the activity authorized by this permit, Unless
there are circumstances requiring either a prompt completion of the authorized activity or a reevaluation of the public interest
decision, the Corps will normally give favorable consideration to a request for an extension of this time limit,
Your signature below, as permittee, indicates that you accept and agree to comply with the terms and conditions of this permit,
3/1,04 0 z
(PER .IT1EE) WAS CONNECTIONS INCORPORATED (DATE')
This permit becomes effective when the Federal official, designated to act for the Secretary of the Anny, has signed below.
Digitally signed by
JONES.MICHAEL.SCOiT.1258314
073
Date: 2020.05.13 13.44.15 -04'00' FOR
(DISTRICT commANDER) ROBERT I. CLARK
COLONEL, U.S. ARMY
DISTRICT COMMANDER
13 MAY 2020
(DATE)
When the structures or work authorized by this permit are still in existence at the time the property is transferred, the terms and
conditions of this permit will continue to be binding on the new owner(s) of the property. To validate the transfer of this permit
and the associated liabilities associated with compliance with its terms and conditions, have the transferee sign and date below.
(TRANSFEREE)
(DATE)
-US. COVBRNM@NT PRINTING OPCICHt 19R6 - 717-425

5, Reevaluation of Permit Decision. This office may reevaluate its decision on this permit at any time the circumstances warrant.
Circumstances that could require a reevaluation include, but are not limited to, the following:
a. You fail to comply with the terms and conditions of this permit.
b. The information provided by you in support of your permit application proves to have been false, incomplete, or inaccurate
(See 4 above),
c, Significant new information surfaces which this office did not consider in reaching the original public interest decision.
Such a reevaluation may result in a determination that it is appropriate to use the suspension, modification, and revocation
procedures contained in 33 CFR 325.7 or enforcement procedures such as those contained in 33 CFR 326.4 and 326,5. The
referenced enforcement procedures provide for the issuance of an administrative order requiring you to comply with the terms
and conditions of your permit and for the initiation of legal action where appropriate. You will be required to pay for any
corrective measures ordered by this office, and if you fail to comply with such directive, this office may in certain situations
(such as those specified in 33 CFR 209,170) accomplish the corrective measures by contract or otherwise and bill you for the
cost.
6. Extensions. General condition 1 establishes a time limit for the completion of the activity authorized by this permit, Unless
there are circumstances requiring either a prompt completion of the authorized activity or a reevaluation of the public interest
decision, the Corps wiLl normally give favorable consideration to a request for an extension of this time limit.
Your signature below, as permittec, indicates that you accept and agree to comply with the terms and conditions of this permit.
A, ��-2 3 ,IP LD Z 0
(PE ITTEE) WAS CONNECTIONS INCORPORATED (DATE)
This permit becomes effective when the Federal official, designated to act for the Secretary of the Army, has signed below.
(DISTRICT CoArtl ANDER) ROBERT J. CLARK (DATE)
COLONEL, U.S. ARMY
DISTRICT COMMANDER
When the structures or work authorized by this permit are still in existence at the time the property is transferred, the terms and
conditions of this permit will continue to be binding on the new owner(s) of the property. To validate the transfer of this permit
and the associated liabilities associated with compliance with its terms and conditions, have the transferee sign and date below.
(TRANSFEREE)
(DATE)
*U.S. GOVERNMITNT PRRJTfNG OFFICE: 1986 - 711-421

SPECIAL CONDITIONS
SAW-2019-00205
Failure to institute and carry out the details of the following special conditions
below (listed as Special Conditions 1-19) will result in a directive to cease all
ongoing and permitted work within waters of the United States, including
wetlands, associated with the permitted project, or such other remedies and/or
fines as the U.S. Army of Corps of Engineers District Commander or his
authorized representatives may seek.
Special Condition 9 Construction Plans : All work authorized by this permit must
be performed in strict compliance with the attached plans. Reference figures
entitled "C100, C300-C305, C400-C401, C500-0503, C600-C606, C700-C702,
G100, and G200-G204 with a Stamped and Signed Date of 12121/2018. Any
modifications to these plans must be approved by the Corps prior to
implementation.
Rationale: This condition ties the permittee's (i.e., the applicant, as known as
Waste Connections, Inc.) project plans to the permit.
Special Condition 2 (Unauthorized Dredge or Fil! : Except as authorized by this
permit or any Corps approved modification to this permit, no excavation, fill, or
mechanized land -clearing activates shall take place at any time in the
construction or maintenance of this project, within waters of wetlands. This permit
does authorize temporary placement or double handling of excavated or fill
material within waters or wetlands outside the permitted area. This prohibition
applies to all borrow and fill activities connected with this project.
Rationale: This condition ensures no authorized activities occur within waters or
wetlands.
Special Condition 3 Maintain Circulation and Flow of Waters): Except as
specified in the plans attached to this permit, no excavation, fill, or mechanized
land -clearing activities shall take place at any time in the construction or
maintenance of this project, in such a manner as to impair normal flows and
circulation patterns within waters or wetlands or to reduce the reach of waters or
wetlands.
Rationale: This condition clarifies that only the impacts to waters of the United
States by the project plans, specified in Special Condition 1, are approved by this
permit.

Special Condition 4 Deviation from Permitted Plans): The permitte shall ensure
that the construction design plans for the proposed project do not deviate from
the permit plans attached to this authorization. Writted verification shall be
provided that the final construction drawings comply with the attached permit
drawings prior to any active construction in waters of the United States, including
wetlands. Any deviation in the construction design plans will be brought to the
attention of the Corps of Engineers, Mr. Bryan Roden -Reynolds, Charlotte
Regulatory Field Office, 8430 Univeristy Executive Park Drive, Suite 615,
Charlotte, North Carolina, 28262, prior to any active construction in waters or
wetlands.
Rationale: This condition ensures construction activities are limited to the
previously permitted waters and wetlands and modifications to construction plans
will be authorized by the Corps prior to commencement.
Special Condition 5 Pre -Construction Meeting): The permittee shall schedule an
onsite pre -construction meeting between its representatives, the contractor's
representatives, and the appropriate Corps' Project Manager prior to undertaking
any work within jurisdictional waters and weltands. The permittee shall notify the
Corps' Project Manager a minimum of thirty (30) days in advance of the
scheduled meeting in order to provide that individual with ample opportunity to
schedule and participate in the required meeting.
Rationale: This condition ensures that there is a mutual understanding of all
terms and conditions contained within the Department of Army permit.
Waste Connections, Inc. has scheduled a pre -construction meeting with
the Corps and their contractors for May 21, 2020. Upon completion of a
satisfactory pre -construction meeting on May 21, 2020, Special Condition 5
will be fulfilled.
Special Condition 6 Notification of Construction Commencement and
Completion): The permittee shall advise the Corps in writing prior to beginning
the work authorized by this permit and again upon completion of the work
authorized by this permit.
Rationale: This condition facilitates time inspections for Section 404 Clean Water
Act compliance.
Special Condition 7 Clean Fill): Unless otherwise authorized by this permit, all fill
material placed in waters or wetlands shall be generated from an upland source
and will be clean and free of any pollutants except in trace quantities. Metal
products, organic materials (including debris from land clearing activities), or
unsightly debris will not be used. Soils used for fill shall not be contaminated with
any toxic substance in concentrations governed by Section 307 of the Clean
Water Act.

Rationale: This condition addressed potential indirect impacts to waters of the
United States.
Special Condition 8 (Permit Distribution): The permittee shall require its
contractors and/or agents to comply with the terms and conditions of this permit
in the construction and maintenance of this proposed project, and shall provide
each of its contractors and/or agents associated with the construction or
maintenance of this proposed project with a copy of this permit. A copy of this
permit, including all conditions, shall be available at the project site during
construction and maintenance of this proposed project.
Rationale: This condition specifies that the permittee is responsible for
discharges of dredged or fill material in waters of the United States done by their
contractors and/or agents.
Special Condition 9 Sediment and Erosion Control Measures): The permittee
shall employ all sedimentation and erosion control measures necessary to
prevent an increase in sedimentation or turbidity within waters and wetlands
outside the permit area. This shall include, but is not limited to, the immediate
installation of silt fencing or similar appropriate devices around all areas subject
to soil disturbance or the movement of earthen fill, and the immediate
stabilization of all disturbed areas. Additionally, the project must remain in full
compliance with all aspects of the Sedimentation Pollution Control Act of 1973
(see North Carolina General Statutes Chapter 113A, Article 4).
Rationale: This condition addresses the measured used to control sedimentation
and erosion to waters of the United States.
Special Condition 10 (Erosin Control Measures in Wetlands : The permittee shall
remove all sediment and erosion control measures placed in wetlands or waters
and shall restore natural grades in those areas, prior to project completion.
Rationale: This condition assigns responsibility to the permittee to restore
permitted impacts to their pre -project condition.
Special Condition 11 (Permit Revocation): The permittee, upon reciept of a notice
of revocation of this permit or upon its expiration before completion of the work
will, without expense to the United States and in such time and manner as the
Secretary of the Army or his authorized representative may direct, restore the
water or wetland to its pre -project condition.
Rationale: This condition assigns responsibility to the permittee to restore
permitted impacts to their pre -project condition.

Special Condition 12 (Reporting Address): All reports, documentation, and
correspondence required by the conditions of this permit shall be submitted to
the following address: U.S. Army Corps of Engineers, Regulatory Division,
Charlotte Field Office, c/o Bryan Roden -Reynolds, 8430 Univeristy Executive
Park Drive, Suite 615, Charlotte, North Carolina, 28262, and by telephone at
[phone]. The permittee shall reference the following Corps Action ID
Number: SAW-2019-00205, on all submittals.
Rationale: This condition specifies reporting requirements.
Special Condition 93 (Reporting Violations of the Clean Water Act : Violations of
these conditions or violations of Section 404 of the Clean Water Act must be
reported in writing to the U.S. Army Corps of Engineers, Wilmington District
within 24 hours of the permittee's discovery of the violation.
Rationale: This condition specifies compliance reporting requirements.
Special Condition 14 (Compliance Inspection): A representative of the Corps will
periodically and randomly inspect the work for compliance with these conditions,
Deviations from these procedures may result in an administrative financial
penalty and/or directive to cease work until the problem is resolved to the
statisfcation of the Corps.
Rationale: This condition documents the Corps' authority to conduct compliance
inspections as well as potential measures to assure compliance with permit
conditions.
Special Condition 15 (Protection of Federally Listed Specie: All necessary
precautions and measures will be implemented so that any activity will not kill,
injure, capture, harass, or otherwise harm any protected federally listed species.
While accomplishing the authorized work, if the permittee discovers or observes
a damaged or hurt federally listed species, the District Engineer will be
immediately notified to initate the required Federal coordination.
Rationale: This condition ensures continued compliance with the Endangered
Species Act.
S ecial Condition 16 Water Contamination): All mechanized equipment will be
regularly inspected and maintained to prevent contamination of waters and
wetlands from fuels, lubricants, hydraulic fluids, or other toxic materials. In the
event of a spill of petroleum products or any other hazardous waste, the
permittee shall immediately report it to the North Carolina Division of Water
Resources [phone] or [phone] and provisions of the North
Carolina Oil Pollution and Hazardous Substances Control Act will be followed.

Rationale: This condition ensures continued compliance with the North Carolina
Oil Pollution and Substances Control Act.
Special Condition 17 Sediment and Erosion Control Plan : Thirty (30) days prior
to commencing land disturbing activity, a Sediment and Erosion Control Plan will
be filed with North Carolina Department of Environmental Quality.
The Sediment and Erosion Control Plan must include, but not limited to:
1. A scaled plat plan of the site, showing the affected areas as well as
adjacent properties which may be affected. Also, include contours, if
available;
2. Indicate critical areas such as wetlands, creeks, streams, drain ways,
marsh, etc.;
3. Include a brief narrative describing the activities to be undertaken and a
construction schedule;
4. Indicate on the plat, the measures to be utilized to prevent sediment from
entering adjacent properties, such as location of silt fences, silt basins,
diversion ditches, hay barriers, areas to be seeded, etc.; and
5. Include any other pertinent information directed at controlling off -site
sedimentation, slope degradataion, and erosion.
NOTE: The Sediment and Erosion Control Plan is required whenever the
proposed activity is to be undertaken on a tract comprising more than one
acre, if more more than one contiguous acre is to be uncovered.
Rationale: This condition ensures the applicant is following the procedures and
best management practices used by the State, who enforce and monitor
sediment and erosion control.
Special Condition 18 tProhibitions on Concrete): The permittee shall take
measures to prevent live or fresh concrete, including bags of uncured concrete,
from coming into contact with any water in or entering into waters of the United
States. Water inside coffer dams or casings that have been in contact with
concrete shall only be returned to waters of the United States when it no longer
poses a threat to aquatic organisms (concrete is set and cured).
Rationale: This condition addresses the potential indirect impacts to waters of the
United States from live concrete.
S ecial Condition 19 (Mitigation): In order to compensate for impacts associated
with this permit, mitigation shall be provided in accordance with provisions
outlined on the most recent version of the attached Compensatory Mitigation
Responsibility Transfer Form. The requirements of this form, including any
special conditions listed on this form, are hereby incorporated as special
condition of this permit authorization.

Rationale: This condition will help to ensure minimal indirect/secondary effects to
aquatic resources in this sub basin as restoration of wetland areas will be
conducted within the same sub basin that the impacts are occurring.
Waste Connections, Inc. has decided to purchase the required stream and
wetland credits through a phased approach. The Corps required Waste
Connection, Inc. to purchase 2,060 linear feet of stream credits and 0.21
acre of wetland credits through the In -Lieu Free Program. Waste
Connections, Inc. was advised of the risks of a phased approach to
purchasing stream and/or wetland credits; as the costs of credits may
increase from year to year. Waste Connections, Inc. proposes to purchase
135 linear feet of stream credits and 0.21 acre of wetland credits in 2020
and purchase the remaining 1,925 linear feet of stream credits in 2024.
Waste Connections, Inc. reserves the right to purchase the remaining
stream credits prior to 2024.

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OVERALL SITE PLAN PERMIT APPLICATION ,r/ivr
ANSON COUNTY LANDFILL- PHASE 5
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ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
LINDA CULPEPPER
Director
Waste Connections
Attn: Mr. Nelson Breeden
265 Brookview Centre Way
Suite 205
Knoxville, TN 37919
NORTH CAROLINA
E'rivironmentat Quality
February 17, 2020
DWR # 20191169
Anson County
Subject: Approval of Individual 401 Water Quality Certification with Additional Conditions
Anson County Waste Management Facility
USACE Action ID. No. SAW-2018-0053
Dear Mr. Breeden:
Attached hereto is a copy of Certification No. WQC004217 issued to Mr. Nelson Breeden and Waste
Connections, dated February 17, 2020. Please note that you should get any other federal, state or local
permits before proceeding with the subject project, including those required by (but not limited to)
Sediment and Erosion Control, Non -Discharge, and Water Supply Watershed regulations.
This approval and its conditions are final and binding unless contested. This Certification can be
contested as provided in Articles 3 and 4 of General Statute 150E by filing a written petition for an
administrative hearing to the Office of Administrative Hearings (hereby known as OAH) within sixty (60)
calendar days.
A petition form maybe obtained from the OAH at littp:/Iwww.ticoah.com/ or by calling the OAH Clerk's
Office at [phone] for information. A petition is considered filed when the original and one (1)
copy along with any applicable OAH filing fee is received in the OAH during normal office hours (Monday
through Friday between 8:00am and 5:00pm, excluding official state holidays).
The petition may be faxed to the OAH at [phone], provided the original and one copy of the
petition along with any applicable OAH filing fee is received by the OAH within five (5) business days
following the faxed transmission.
Mailing address for the OAH:
If sending via US Postal Service: if sending via delivery service (UPS, FedE'x, etc):
D Q/)
North Carolina Department or Environmental Quality ! Divislon of Water Resources
512 North Salisbui y Street 1 16i7 Mail Service Center I Raleigh, North Carolina 27699-1617
rHY, �nG+�C1-wh
Dgs919.707-9000

Anson County Waste Management Facility
DWR Project 920191169
Individual Certification ttWQC004217
Page 2 of 7
Office of Administrative Hearings Office of Administrative Hearings
6714 Mail Service Center 1711 New Hope Church Road
Raleigh, NC 27699-6714 Raleigh, NC 27609-6285
One (1) copy of the petition must also be served to DEQ:
William F. Lane, General Counsel
Department of Environmental Quality
1601 Mail Service Center
Raleigh, NC 27699-1601
Unless such a petition is filed, this Certification shall be final and binding.
This certification completes the review of the Division under section 401 of the Clean Water Act and 15A
NCAC 02H .0500. Contact Paul Wojoski at 919-707-3631 or [e-mail] if you have any
questions or concerns.
Sincerely,
Mac Haupt, Acting Supervisor
401 & Buffer Permitting Branch
cc: Dan Zurlo, Christine Geist, Carolina Wetland Services, Inc. (via email)
Bryan Roden -Reynolds, USACE Charlotte Regulatory Field Office (via email)
Todd Bowers, EPA, (via email)
Olivia Munzer, NC WRC (via email)
DWR 401 & Buffer Permitting Branch file
Filename: 20191169AnsonCountyWasteManagementFacility(Anson)_401_IC

Anson County Waste Management Facility
DWR Project #20191169
Individual Certification #WQC004217
Page 3 of 7
NORTH CAROLINA 401 WATER QUALITY CERTIFICATION
CERTIFICATION #WQC004217 is Issued in conformity with the requirements of Section 401, Public Laws
92-500 and 95-217 of the United States and subject to North Carolina's Regulations in 15 NCAC 02H .0500,
to Mr. Nelson Breeden and Waste Connections who have authorization for the impacts listed below, as
described within your application received by the N.C. Division of Water Resources (Division) on August
30, 2019 and subsequent information on January 24, 2020, and by Public Notice issued by the U. S. Army
Corps of Engineers and received by the Division on October 9, 2019.
The State of North Carolina certifies that this activity will not violate the applicable portions of Sections
301, 302, 303, 306, 307 of the Public Laws 92-500 and PL 95-217 if conducted in accordance with the
application, the supporting documentation, and conditions hereinafter set forth.
This approval requires you to follow the conditions listed in the certification below.
Conditions of Certification:
1. The following impacts are hereby approved. No other impacts are approved, including incidental
impacts. [15A NCAC 02H .0506(b) and/or (c)] and 15A NCAC 02B .0250(8)]
Type of Impact
Amount Approved
(units) Permanent
Amount Approved (units)
Temporary
Wetland
W1— Fill
0.095 (acres)
0.0 (acres)
W2 — Fill
0.030 (acres)
0.0 (acres)
Stream
S1— Fill (Stream A - Intermittent)
436 (linear feet)
0 (linear feet)
S2 — Fill (Stream A - Perennial)
664 (linear feet)
0 (linear feet)
S3 — Fill (Stream E - Intermittent)
41(linear feet)
0 (linear feet)
S4 — Fill (Stream DSD - Intermittent)
36 (linear feet)
0 (linear feet)
Total
1,177 (linear feet)
0 (linear feet)

Anson County Waste Management Facility
DWR Project #20191169
Individual Certification #WQC004217
Page 4 of 7
Mitigation must be provided for the proposed impacts as specified in the table below. The Division
has received an acceptance letter from the Division of Mitigation Services (DMS). Until DMS
receives and clears your payment, and proof of payment has been provided to this Office, no
impacts specified in this Authorization Certificate shall occur. For accounting purposes, this
Authorization Certificate authorizes payment to the DMS to meet the following compensatory
mitigation requirement [15A NCAC 02H .0506 (b)(6)]:
Compensatory Mitigation I River & Sub -basin Number
Required l
Stream j 1,177 (linear feet) I Yadkin 03040104
The owner and/or authorized agent shall conduct a survey of the Perennial portion of "Stream A"
for the state threatened Creeper (Strophitus undulates), rare eastern creekshell (Villoso delumbis)
and Chameleon lampmussel (Lampsilis sp 2) a minimum of 30 days prior to the commencement of
Phase 5 construction activities. The survey shall be conducted by an individual permitted by the
North Carolina Wildlife Resources Commission (NCWRC). For a list of individuals permitted to
conduct mussel surveys, please contact Olivia Munzer with NCWRC at 919-707-0364 or
[e-mail]. If individuals of the above listed species are identified in the project
area, a plan to alleviate impacts must be provided to and approved by the NCWRC in writing and
forwarded to the Division prior to impacts specified in this Authorization Certificate occur. [15A
NCAC 02H .0506 (b)(2)]
4. Prior to any modifications of this certification for impacts from future units/cells, the applicant shall
reevaluate alternatives in order to adequately document avoidance and minimization at that time.
[15A NCAC 02H .0501 and 05021
5. A copy of the surface water monitoring plan, as approved by the Division of Solid Waste shall be
submitted to the Division for each future phase of the Anson County Waste Management Facility. Any
future modifications to the approved surface water monitoring plans shall be submitted to the
Division for the life of the landfill. Additional monitoring requirements may be added by the Division
upon review of the surface water monitoring plan approved by the Division of Solid Waste. [15A NCAC
02H .0506(b)(5)]
6. No waste, spills, solids or fill of any kind shall occur in wetlands or waters beyond the footprint of the
impacts (including temporary impacts) as authorized under this certification. [15A NACA 02H .0501
and .0502]
7. All construction activities small be performed and maintained in full compliance with G. S. Chapter
113A Article 4 (Sediment and Pollution Control Act of 1973).

Anson County Waste Management Facility
DWR Project #20191169
Individual Certification #WQC004217
Page 5 of 7
8. Sediment and erosion control measures shall not be placed in wetlands or waters except within the
footprint of temporary or permanent impacts authorized under this Certification. [ 15A NCAC 02H
.0501 and .0502)
9. An NPDES Construction Stormwater Permit ( NCGO10000) is required for construction projects that
disturb one ( 1) or more acres of land. The NCGO10000 Permit allows stormwater to be discharged
during land disturbing construction activities as stipulated in the conditions of the permit. If the
project is covered by this permit, full compliance with permit conditions including the erosion &
sedimentation control plan, Inspections and maintenance, self -monitoring, record keeping and
reporting requirements is required. [ 15A NCAC 02H .0506(b)(5) and (c)(5)]
10. No temporary impacts are allowed beyond those included in this Certification. [15A NCAC 02H
.0506(b)(2) and (c)(2)]
11. This approval is for the purpose and design described in your application and as described in the Public
Notice. The plans and specifications for this project are incorporated by reference and are an
enforceable part of the Certification. Any modifications to the project require notification to DWR and
may require an application submittal to DWR with the appropriate fee. [15A NCAC 02H .0501 and
.0502]
12. Appropriate measures should be installed prior to any land clearing activities to protect waters and
wetlands from turbidity and/ or sedimentation. These measures should be routinely inspected and
properly maintained, and excavated materials should be contained outside the wetland boundary.
Excessive silt and sediment loads can have numerous detrimental effects on aquatic resources
including destruction of spawning habitat, suffocation of eggs, and clogging of gills of aquatic species.
[15A NCAC 02H .0506 (b)(3) and (c)(3)]
13. This Certification does not relieve the applicant of the responsibility to obtain all other required
Federal, State, or Local approvals before proceeding with the project, including those required by, but
not limited to Sediment and Erosion Control, Non -Discharge, Water Supply Watershed, and Trout
Buffer regulations.
14. Mr. Nelson Breeden and Waste Connections shall conduct activities in a manner consistent with State
water quality standards (including any requirements resulting from compliance with section 303(d) of
the Clean Water Act) and any other appropriate requirements of State and Federal law. [15A NCAC
02B .0200] If the Division determines that such standards or laws are not being met (including the
failure to sustain a designated or achieved use) or that State or federal law is being violated, or that
further conditions are necessary to assure compliance, the Division may reevaluate and modify this
Certification. Before modifying the Certification, the Division shall notify Mr. Nelson Breeden and
Waste Connections and the U.S. Army Corps of Engineers, provide public notice in accordance with
15A NCAC 02H .0503 and provide opportunity for public hearing in accordance with 15A NCAC 02H
.0504. Any new or revised conditions shall be provided to Mr. Nelson Breeden and Waste Connections
in writing, shall be provided to the U.S. Army Corps of Engineers for reference in any Permit issued
pursuant to Section 404 of the Clean Water Act, and shall also become conditions of the 404 Permit
for the project.

Anson County Waste Management Facility
DWR Project #20191169
Individual Certification ##WQC004217
Page 6 of 7
15. Upon completion of all permitted impacts included within the approval and any subsequent
modifications, the applicant shall be required to return a certificate of completion (available on the
DWR website https://edocs.deci.nc.gov/Forms/Certificate-of-Completion ). 115A NCAC 02H .0502(f)]
16. If the property or project is sold or transferred, the new Permittee shall be given a copy of this
Certification (and written authorization if applicable) and is responsible for complying with all
conditions. [15A NCAC 02H .0501 and .0502]
17. This Certification neither grants nor affirms any property right, license, or privilege in any waters, or
any right of use in any waters. This Certification does not authorize any person to interfere with the
riparian rights, littoral rights, or water use rights of any other person and this Certification does not
create any prescriptive right or any right of priority regarding any usage of water. This Certification
shall not be interposed as a defense in any action respecting the determination of riparian or littoral
rights or other rights to water use. No consumptive user is deemed by virtue of this Certification to
possess any prescriptive or other right of priority with respect to any other consumptive user
regardless of the quantity of the withdrawal or the date on which the withdrawal was initiated or
expanded.
18. This certification grants permission to the director, an authorized representative of the Director, or
DENR staff, upon the presentation of proper credentials, to enter the property during normal business
hours. [15A NCAC 02H .0502(e)]
19. Non-compliance with or violation of the conditions herein set forth by a specific project may result in
revocation of this General Certification for the project and may also result in criminal and/or civil
penalties.
20. In accordance with 143-215.85(b), the applicant shall report any petroleum spill of 25 gallons or more;
any spill regardless of amount that causes a sheen on surface waters; any petroleum spill regardless
of amount occurring within 100 feet of surface waters; and any petroleum spill less than 25 gallons
that cannot be cleaned up within 24 hours.
21. The permittee shall report to the Fayetteville Regional Office any noncompliance with this
certification, any violation of stream or wetland standards [15A NCAC 02B .0200) including but not
limited to sediment impacts, and any violation of state regulated riparian buffer rules [15A NCAC 02B
.02001. Information shall be provided orally within 24 hours (or the next business day if a weekend
or holiday) from the time the applicant became aware of the circumstances. A written submission
shall also be provided within 5 business days of the time the applicant becomes aware of the
circumstances. The written submission shall contain a description of the noncompliance, and its
causes; the period of noncompliance, including exact dates and times, if the noncompliance has not
been corrected, the anticipated time compliance is expected to continue; and steps taken or planned
to reduce, eliminate, and prevent reoccurrence of the noncompliance. The Division may waive the
written submission requirement on a case -by -case basis.

Anson County Waste Management Facility
DWR Project #20191169
Individual Certification #WQC004217
Page 7 of 7
This approval to proceed with your proposed impacts or to conduct impacts to waters as depicted in
your application shall expire upon expiration of the 404 Permit. The conditions in effect on the date of
issuance shall remain in effect for the life of the project, regardless of the expiration date of this
Certification. [15A NCAC 02H .0507(d)(2) and 15A NCAC 02H .0506]
This the 17th day of February 2020
Mac Haupt, Acting Supervisor
401 & Buffer Permitting Branch
PAW
WQC4004217

Compensatory Mitigation ResponsibilitV Transfer Form
Permittee: Waste Connections, Inc., Nelson Breeden Action ID: SAW-2019-00205
Project Name: Anson County Landfill Expansion County: Anson
Instructions to Permittee: The Permittee must provide a copy of this form to the Mitigation Sponsor, either an approved
Mitigation Bank or the North Carolina Division of Mitigation Services (NCDMS), who will then sign the form to verify the
transfer of the mitigation responsibility. Once the Sponsor has signed this form, it is the Permittee's responsibility to ensure
that to the U.S. Army Corps of Engineers (USACE) Project Manager identified on page two is in receipt of a signed copy of this
form before conducting authorized impacts, unless otherwise specified below. if more than one mitigation Sponsor will be
used to provide the mitigation associated with the permit, or if the impacts and/or the mitigation will occur in more than one
8-digit Hydrologic Unit Code (HUC), multiple forms will be attached to the permit, and the separate forms for each Sponsor
and/or HUC must be provided to the appropriate mitigation Sponsors.
Instructions to Sponsor: The Sponsor must verify that the mitigation requirements (credits) shown below are available at the
identified site. By signing below, the Sponsor is accepting full responsibility for the identified mitigation, regardless of
whether or not they have received payment from the Permittee. Once the form is signed, the Sponsor must update the bank
ledger and provide a copy of the signed form and the updated bank ledger to the Permittee, the USACE Project Manager, and
the Wilmington District Mitigation Office (see contact information on page 2). The Sponsor must also comply with all
reporting requirements established in their authorizing instrument.
Permitted Impacts and Compensatory Mitigation Requirements:
Permitted Impacts Requiring Mitigation* 8-digit HUC and Basin: 03040104, Yadkin River Basin
Stream Impacts (linear feet)
Wetland Impacts (acres)
Warm Cool
Cold
Riparian Riverine
Riparian Non-Riverine
Non -Riparian
Coastal
77
0.125
*If more than one mitigation sponsor will be used for the permit, only include impacts to be mitigated by this sponsor.
Comoensatory Mitigation Reauirements: 8-digit HUC and Basin: 03040104, Yadkin River Basin
Stream Mitigation (credits)
Wetland Mitigation (credits)
Warm
Cool
Cold
Riparian Riverine
Riparian Non-Riverine
Non -Riparian
Coastal
135
0.21
Mitigation Site Debited: NCDMS
(List the name of the bank to be debited. For umbrella banks, also list the specific site. For NCDMS, list NCDMS. If the NCDMS
acceptance letter identifies a specific site, also list the specific site to be debited).
Section to be completed by the Mitigation Sponsor
Statement of Mitigation Liability Acceptance: I, the undersigned, verify that I am authorized to approve mitigation
transactions for the Mitigation Sponsor shown below, and I certify that the Sponsor agrees to accept full responsibility for
providing the mitigation identified in this document (see the table above), associated with the USACE Permittee and Action
ID number shown. I also verify that released credits (and/or advance credits for NCDMS), as approved by the USACE, are
currently available at the mitigation site identified above. Further, I understand that if the Sponsor fails to provide the
required compensatory mitigation, the USACE Wilmington District Engineer may pursue measures against the Sponsor to
ensure compliance associated with the mitigation requirements.
Mitigation Sponsor Name: NCDMS
Name of Spons000r's Authorized Representative:
/�""' A,i ZYttsO
Kelly Williams
12 May 2020
Signature of Sponsor's Authorized Representative Date of Signature

Conditions for Transfer of Compensatory Mitigation Credit:
• Once this document has been signed by the Mitigation Sponsor and the USACE is in receipt of the signed form, the
Permittee is no longer responsible for providing the mitigation identified in this form, though the Permittee remains
responsible for any other mitigation requirements stated in the permit conditions.
• Construction within jurisdictional areas authorized by the permit identified on page one of this form can begin only after
the USACE is in receipt of a copy of this document signed by the Sponsor, confirming that the Sponsor has accepted
responsibility for providing the mitigation requirements listed herein. For authorized impacts conducted by the North
Carolina Department of Transportation (NCDOT), construction within jurisdictional areas may proceed upon permit
issuance; however, a copy of this form signed by the Sponsor must be provided to the USACE within 30 days of permit
issuance. NCDOT remains fully responsible for the mitigation until the USACE has received this form, confirming that the
Sponsor has accepted responsibility for providing the mitigation requirements listed herein.
• Signed copies of this document must be retained by the Permittee, Mitigation Sponsor, and in the USACE administrative
records for both the permit and the Bank/ILF Instrument. It is the Permittee's responsibility to ensure that the USACE
Project Manager (address below) is provided with a signed copy of this form.
• If changes are proposed to the type, amount, or location of mitigation after this form has been signed and returned to
the USACE, the Sponsor must obtain case -by -case approval from the USACE Project Manager and/or North Carolina
Interagency Review Team (NCIRT). If approved, higher mitigation ratios may be applied, as per current District guidance
and a new version of this form must be completed and included in the USACE administrative records for both the permit
and the Bank/ILF Instrument.
Comments/Additional Conditions: A letter from_NCDMS, confirming their willing and able to accept the applicants
compensatory mitigation responsibility, dated 2/20/2020 was included with the preconstruction notification. Waste
Connections, Inc. has decided to purchase the required stream and wetland credits utilizing a phased approach. The Corps
required Waste Connection, Inc. to purchase 2,060 linear feet of stream credits and 0.21 acre of wetland credits through
the In -Lieu Fee Program. Waste Connections Inc. ro oses to purchase 135 linear feet of stream and 0.21 acre of wetland
credits in 2020 and purchase the remaining 1,925 linear feet of stream credits in 2024. Waste Connections, Inc. reserves the
right to purchase the remaining stream credits prior to 2024.
This form is not valid unless signed below by the USACE Project Manager and by the Mitigation Sponsor on Page 1. Once
signed, the Sponsor should provide copies of this form along with an updated bank ledger to:1) the Permittee, 2) the USACE
Project Manager at the address below, and 3) the Wilmington District Mitigation Office, Attn: Todd Tugwell, 11405 Falls
of Neuse Road, Wake Forest, NC27587 (email. [e-mail]). Questions regarding this form or any of the
permit conditions may be directed to the USACE Project Manager below.
USACE Project Manager: Bryan Roden -Reynolds
USACE Field Office: Asheville Regulatory Office
US Army Corps of Engineers
151 Patton Avenue, Room 208
Asheville, North Carolina 28801
Email: [e-mail]
RODEN Digitally signed by RODEN
REYNOLDS.BRYAN.KENNETH.126338 REYNOLDS. BRYAN.KENNETH.1 263385574
5574 Date: 2020,03.31 16:27:50-04'00' 3/31/2020
USACE Project Manager Signature Date of Signature
Current Wilmington District mitigation guidance, including information on mitigation ratios, functional assessments, and
mitigation bank location and availability, and credit classifications (including stream temperature and wetland groupings) is
available at http://ribits.usace.army.miI

ROY COOPER
Governor
MICHAEL S. REGAN
Secretory
TIM BAUMGARTNER
Director
Nelson Breeden
Waste Connections
265 Brookview Centre Way; Ste 205
Knoxville,TN 37919
NORTH CAROLINA
Environmental Quality
RECEIPT
May 12, 2020
Project: Anson Waste Management Facility Phase 1
County: Anson
401 permit#: 2019-1169
404 permit#: 2019-00205
DMS ID#: MR-07316
Amount Paid: $81,940.29
Check dumber: 2726532
The NCDEQ Division of Mitigation Services (DMS) has received a check as indicated above as payment for the
compensatory mitigation requirements of the 401 Water Quality Certification/Section 404 Permits) issued for
the above -referenced project. This receipt serves as notification that your compensatory mitigation
requirements assigned to DMS associated with the authorized activity as specified below have been satisfied.
You must also comply with all other conditions of this certification and any other state, federal or local
government permits or authorization associated with this activity including G.S. § 143-214.11.
The DMS, by acceptance of this payment, acknowledges that the Division is responsible for the
compensatory mitigation requirements indicated below associated with the project permit and agrees to
provide the compensatory mitigation as specified in the permit. Mitigation responsibility assigned to the DMS
is nontransferable. The mitigation will be performed in accordance with the In -Lieu Fee Program instrument
dated July 28, 2010.
Mitigation Location
Mitigation Type
Credits
Yadkin 03040104
Warm Stream
135
Yadkin 03040104
Riparian Wetland
0.21
Refunds of payments made to NCDMS are only approved under certain conditions. All refund requests must
be submitted in accordance with the Division's refund policy. If you have any questions or need additional
information, please contact Kelly Williams at [phone].
Sincerely, j
/ ��'.t'1 d 4 Yk
FOR Tim Baumgartner
Director
cc: Todd Tugwell, USAGE - Raleigh; David Shaeffer, USAGE
Gregg Antemann, agent
E ;_��
rro�m r✓3n�waD
oepanmme a [��w w�i�
North Carolina Department of Environmental Quality I Division of Mitigation Services
217 W. Jones Street 11652 Mall Service Center I Raleigh, North Carolina 27699-1652
919.707.8976

CAROLINA WETLAND SERVICES, INC.
550 E. Westinghouse Blvd.
Charlotte, NC 28273
704-527-1177 (office)
704-527-1133 (fax)
August 10, 2016
Mr. Nathan T. Bivins, PE
CEC, Inc.
1900 Center Park Drive, Suite A
Charlotte, North Carolina 28217
Subject: Jurisdictional Delineation Report
Anson Waste Management Facility
Anson County, North Carolina
CWS Project No. 2016-4091
Dear Mr. Bivins,
The Anson Waste Management Facility site (Anson County Tax Parcel No. 645500201283 [partial
parcel]) is approximately 286 acres in extent and is located at 375 Dozer Drive in Anson County, North
Carolina (Figure 1, attached).
Street Address of Project: located at 375 Dozer Drive in Anson County, North Carolina
Waterway: UTs to Brown Creek and Pinch Gut Creek
Basin: Yadkin Pee Dee (HUC' 03040104)
City: unincorporated Anson County
County: Anson County
Tax Parcel Nos.: 645500201283 (partial parcel)
Decimal Degree Coordinate Location of Project Site: 35.008742°,-80.162815'
USGS Quadrangle Name: Polkton, NC (1970)
Current Land Use
The project area consists of an active landfill and forested areas (Figure 2, attached). The vegetation
communities present on site consist of dry oak -hickory forest with pine stands and maintained/disturbed
vegetation within the cleared areas. Typical on -site vegetation in the dry oak -hickory forest consists of
swamp chestnut oak (Quercus michauxii), willow oak (Quercus phellos), post oak (Quercus stellata),
mockernut hickory (Carya tomentosa), loblolly pine (Pinus taeda), black gum (Nyssa sylvatica), black
cherry (Prunus serotina), red maple (Acer rubrum), sweetgum (Liquidambar styraciflua), flowering
dogwood (Cornus florida) and Christmas fern (Polystichum acrostichoides). Typical vegetation in the
disturbed/maintained areas consists of dog fennel (Eupatorium capillifolium), sawtooth blackberry
(Rubus argutus), tall goldenrod (Solidago altissima), lespedeza (Lespedeza cuneata), and Johnson grass
(Sorghum halepense).
According to the Soil Survey of Anson County' (Figures 3 and 4, attached), on -site soils consist of Badin
channery silt loam (8 to 15 percent slopes [BaC]), Badin-Goldston complex (2 to 8 percent slopes
[BgB]), Creedmoor fine sandy loam (2 to 8 percent slopes [CrB], Goldston channery silt loam (2 to 8
percent slopes [GOB] and 15 to 25 percent slopes [GOD]), Mayodan fine sandy loam (2 to 8 percent
1 "HUC" is the Hydrologic Unit Code. U.S. Geological Survey, 1974. Hydrologic Unit Map, State of North Carolina.
2 United States Department of Agriculture, 2015. Soil Survey of Anson County, North Carolina.
NORTH CAROLINA . SOUTH CAROLINA
ATAAA .'1.� IL ONLY�Tl Il

Anson Waste Management Facility August 10, 2016
Jurisdictional Delineation Report CWS Proiect No. 2016-4091
slopes [MaB]), Tillery silt loam (0 to 3 percent slopes [ToA]), and White Store fine sandy loam (2 to 8
percent slopes, moderately eroded [WhB21). None of the on -site soils are listed on the North Carolina
Hydric Soils List for Anson County3 nor are they listed on the National Hydric Soils List4 as having
hydric inclusions.
Wetlands are an important source of biodiversity and provide a multitude of ecological services. The
National Wetlands Inventory (NWI), created by the U.S. Fish and Wildlife Service, is a program which
provides wetlands data and analysis available to the public. A review of the NWI GIS layer depicts a
portion of a freshwater forested/shrub wetland (PFOIA) within the project limits (Figure 5, attached).
Jurisdictional Delineation
On August 2, 2016, CWS scientists Kaitlin McCulloch, Wetland Professional in Training (WPIT), and
Kelly Thames, Professional Wetland Scientist (PWS), delineated jurisdictional waters of the U.S.,
including wetlands, within the project area (Figure 6, attached). Jurisdictional areas were delineated
(flagged in the field), classified, and mapped with a sub -foot Trimble Geo7X GPS unit using the USACE
Routine On -Site Determination Method. This method is defined in the 1987 Corps of Engineers Wetlands
Delineation Manuals, the 2007 USACE Jurisdictional Determination Form Instructional Guidebook, with
further technical guidance from the 2012 Eastern Mountains & Piedmont Regional Supplement.'
Jurisdictional stream channels were classified according to North Carolina Department of Environmental
Quality (NCDEQ) guidance. These classifications include sampling with a D-shaped dip net, photograph
documentation, and defining approximate breakpoints (location at which a channel changes
classification) within each on -site stream channel. NCDEQ Stream Classification Forms representative
of on -site jurisdictional stream channels are attached as SCP1-SCP5. Wetland Determination Data
Forms representative of on -site jurisdictional wetland areas (DP1) and non jurisdictional upland areas
(DP2 and DP3) are attached. Locations of the stream classification points and the Wetland
Determination Data Forms are depicted on Figure 6 (attached).
Results
The results of the on -site field investigation conducted by CWS indicate that there are six jurisdictional
waters of the U.S. located within the project limits (Figure 6, attached). These waters consist of three
jurisdictional stream channels (Streams A-C), two jurisdictional wetland areas (Wetlands AA -BB), and
one jurisdictional pond (Pond A). On -Site jurisdictional waters drain to Brown Creek and Pinch Gut
Creek. Brown Creek and Pinch Gut Creek are part of the Yadkin Pee Dee River Basin (HUC 03040104)
and are classified as "Class C Waters" by the NCDEQ. Class C waters are defined as as: "Waters
protected for uses such as secondary recreation, fishing, wildlife, fish consumption, aquatic life including
propagation, survival and maintenance of biological integrity, and agriculture."'
3 United States Department of Agriculture — Natural Resources Conservation Service, 1999. North Carolina Hydric Soils List, USDA-NRCS
North Carolina State Office, Raleigh.
4 United States Department of Agriculture — Natural Resources Conservation Service, 2015.2015 National Hydric Soils List by State.
5 Environmental Laboratory. 1987. "Corps of Engineers Wetlands Delineation Manual", Technical Report Y-87-1, US Army Engineer
Waterways Experiment Station, Vicksburg, Mississippi.
6 USACE Jurisdictional Determination Form Instructional Guidebook. 2007. USACE Regulatory National Standard Operating Procedures for
conducting an approved jurisdictional determination (JD) and documenting practices to support an approved JD. USACE Headquarters,
Washington, DC.
7 US Army Corps of Engineers, April 2012. Regional Supplement to the Corps of Engineers Wetland Delineation Manual: Eastern Mountains
and Piedmont Region. US Army Engineer Research and Development Center, Vicksburg, Mississippi.
8 NCDEQ. "Surface Water Classifications." http://portal.nedenr.org/web/wq/ps/csu/classifications.

Anson Waste Management Facility August 10, 2016
Jurisdictional Delineation Report CWS Proiect No. 2016-4091
As this property is located within unincorporated Anson County, Anson County Buffer Rules apply. The
Anson County Buffer Rules' require a minimum 100-foot vegetative buffer for all new development
activities that use the Special Non -Residential Intensity Allocation (SNIA) provision, which is a type of
high density development. A minimum 50-foot vegetative buffer for all other development activities is
required along all perennial waters (solid blue lines) indicated on the most recent U.S. Geological Survey
(USGS) 7.5-minute topographic quadrangle. Since on -site streams drain to "Class C Waters" no state
implemented buffers apply to on -site streams.
Within the project limits, Streams A-C are not depicted on the most recent USGS topographic
quadrangle as solid blue lines (Figure 1, attached). Anson County buffers for all other
developments (excluding SNIA developments) only apply to streams depicted as solid blue lines on
the most recent USGS 7.5-minute topographic quadrangle. As there are no on -site streams
depicted as solid blue lines on the most recent USGS 7.5-minute topographic quadrangle, Anson
County buffers for all other development besides SNIAs do not apply. However, depending on the
type of development, SNIA buffers may apply.
On -Site jurisdictional waters of the U.S. total approximately 2.62 acres, including 1,466 linear feet of
jurisdictional stream channel. On -Site jurisdictional waters of the U.S. are summarized in Table 1, below.
Table 1. Summary of on -site ,jurisdictional waters of the U.S.
Jurisdictional
Stream
Jurisdiction
Stream
Classification
(SCP)
NCDEQ
Stream
Classification
Scare
Linear
Feet (if)
Acreage
(ac.)
USACE/EPA Rapanos
Classification"
Stream A
RPW
SCP1
32
732
0.05
Seasonal RPW
SCP2
24.5
436
0.03
Stream B
Seasonal RPW
SCP3
21.75
99
0.007
Stream C
Seasonal RPW
SCP4
21.5
199
0.01
Stream Total:
1,466 If
0.10 ac.
Jurisdictional
Wetland
Jurisdiction
Data Point
Linear
Feet
Acreage
ac.
( )
USACE/EPA Rapanos Classification
Wetland AA
Directly Abutting Pond A
DPI
N/A
0.9
Wetland BB
Directly Abutting Seasonal RPW Stream C
DPI
N/A
0.03
Wetland Total:
Jurisdictional Jurisdiction
Pond USACE/EPA Rapanos Classification
N/A
Linear
Feet (If)
0.93 ac.
Acreage
(ac.)
Pond A
Directly Abutting Wetland AA
N/A
1.59
Pond Total:
N/A
1.59 ac.
Total Jurisdictional Waters of the U.S.:
1,466 if
2.62 ac.
9 Anson County. 2005. Anson County Zoning Ordinance. http://www.co.anson.nc.us/Portals/2/documents/ansoncountyzoningordinance.pdf.
io Classifications of streams include Traditionally Navigable Waters (TNWs), Relatively Permanent Waters (RPWs), and Non -Relatively
Permanent Waters (Non-RPWs). Subcategories of RPWs include perennial streams that typically have year-round flow, and seasonal streams
that have continuous flow at least seasonally. Two classifications of jurisdictional wetlands are used to describe proximity and connection to
TNWs. These classifications include either adjacent or directly abutting. Adjacent wetlands are defined as wetlands within floodplains or in
close proximity to a TNW but without a direct visible connection. Abutting wetlands have a direct surface water connection traceable to a
TNW.

Anson Waste Management Facility August 10, 2016
Jurisdictional Delineation Report CWS Proiect No. 2016-4091
Relatively Permanent Waters" (RPWs)
RPWs are those that have year-round flow in normal conditions. RPWs generally have greater biological
resources than intermittent streams and are capable of supporting resources requiring constant flow for
reproductive and maturation stages. The results of the on -site field investigation conducted by CWS indicate
that there is one RPW (Stream A) located within the project area (Figure 6, attached).
Stream A originates on site in the western portion of the project limits and flows northwest for approximately
1,168 linear feet before exiting the project limits (Figure 6, attached). The lower 732 linear feet of Stream A is
classified as a RPW. RPW Stream A (R5UB 112) exhibits strong continuity of channel bed and bank, strong
sinuosity, moderate in -channel structure, and moderate particle size of stream substrate. Biological sampling
revealed a strong presence of amphibians, a moderate presence of fish, and a weak presence of macrobenthos.
Stream characteristics indicate that continuous flow is present year round in a typical year. RPW Stream A
scored a 32 out of a possible 63 points on the NCDEQ Stream Classification Form (SCP1, attached).
Photograph A is representative of RPW Stream A.
Seasonal Relatively Permanent Waters13 (RPWs)
Seasonal RPWs are those that exhibit continuous flow for at least three consecutive months per year on a
seasonal basis. This flow regime is the result of a lowering of the water table during dry periods that
prevents groundwater discharge to the stream channel. Seasonal streams do not typically support aquatic
life requiring year-round flow necessary for reproductive and maturation stages. The results of the on -
site field investigation conducted by CWS indicate that there are three seasonal RPWs (Streams A-C)
with intermittent flow located within the project area (Figure 6, attached).
Stream A originates on site in the western portion of the project limits and flows northwest for approximately
1,168 linear feet before exiting the project limits (Figure 6, attached). The upper 436 linear feet of Stream A is
classified as a Seasonal RPW. Seasonal RPW Stream A (R4SB314) exhibits strong continuity of channel bed
and bank, strong headcuts, moderate sinuosity of channel along thalweg, moderate in -channel structure, and
moderate particle size of stream substrate. Biological sampling did not reveal the presence of any aquatic
organisms. Seasonal RPW Stream A scored a 24.5 out of a possible 63 points on the NCDEQ Stream
Classification Form (SCP2, attached). Photograph B is representative of Seasonal RPW Stream A.
Stream B originates from Wetland BB and flows north-northeast for approximately 99 linear feet before
continuing off site (Figure 6, attached). Seasonal RPW Stream B (R4SB515) exhibits moderate continuity of
channel bed and bank, moderate sinuosity of channel along thawleg, and soil -based evidence of a high water
table. Biological sampling revealed a weak presence of macrobenthos and amphibians. Seasonal RPW Stream
B scored a 21.75 out of a possible 63 points on the NCDEQ Stream Classification Form (SCP3, attached).
Photograph C is representative of Seasonal RPW Stream B.
Stream C originates on site in the eastern portion of the project limits and flows east for approximately 199
linear feet before continuing off site into a pipe beneath an existing access road (Figure 6, attached). Seasonal
RPW Stream C (R4SB5) exhibits strong continuity of channel bed and bank, weak baseflow, and soil -based
11 U.S. Army Corps of Engineers Jurisdictional Determination Form Instructional Guidebook. May 5, 2007. U.S. Army Corps of Engineers and
the Environmental Protection Agency.
http://www.usace.anny.mil/Portals/2/docs/civilworks/regulatory/cwa_guide/j d_guidebook_051207final.pdf.
12 R5UB 1 = Unknown perennial stream with cobble -gravel bottom, Cowardin et al. Classification System, 1979.
13 U.S. Army Corps of Engineers Jurisdictional Determination Form Instructional Guidebook. May 5, 2007. U.S. Army Corps of Engineers and
the Environmental Protection Agency.
http://www.usace.artny.mil/Portals/2/docs/civilworks/regulatory/cwa_guide/jd_guidebook_051207final.pdf .
11 R4SB3 = Intermittent stream with cobble -gravel bottom, Cowardin et al. Classification System, 1979.
15 R4S135 = Intermittent stream with muddy bottom, Cowardin et al. Classification System, 1979.
4

Anson Waste Management Facility August 10, 2016
Jurisdictional Delineation Report CWS Proiect No. 2016-4091
evidence of a high water table. Biological sampling did not reveal the presence of any aquatic organisms.
Seasonal RPW Stream C scored a 21.5 out of a possible 63 points on the NCDEQ Stream Classification Form
(SCP4, attached). Photograph D is representative of Seasonal RPW Stream C.
Wetlands
The USACE and the Environmental Protection Agency (EPA) define wetlands as: "Those areas that are
inundated or saturated by surface or groundwater at a frequency and duration sufficient to support, and that
under normal circumstances do support, a prevalence of vegetation typically adapted for life in saturated soil
conditions."16 The USACE uses three parameters to identify jurisdictional wetlands. These parameters areas
follows: 1) hydrophytic vegetation, 2) wetland hydrology, and 3) hydric soils. Except in certain atypical
situations, all three parameters must be present in order for an area to be determined to be a jurisdictional
wetland. The results of the on -site field investigation conducted by CWS indicate that there are two
jurisdictional wetlands (Wetlands AA -BB) located within the project area (Figure 6, attached).
Wetland AA is approximately 0.90 acre in extent and is located in the eastern portion of the project limits
directly abutting a pipe outlet from Pond A (Photograph E, attached). Wetland BB is approximately 0.03
acre in extent and is located directly abutting Seasonal RPW Stream B in the eastern portion of the
project limits (Photograph F, attached). Both Wetland AA and BB are classified as forested wetlands
(PFO 1 ") that exhibit low chroma soils, saturation to the surface, high water table (three inches), surface water
(up to one inch), and oxidized rhizospheres on living roots. Dominant wetland vegetation includes willow
oak, black willow (Salix nigra), false nettle (Boehmeria cylindrica), poison ivy (Toxicodendron
radicans), and various sedges (Carex spp.). A Wetland Determination Data Form representative of both
Wetlands AA and BB is attached as DP1.
Jurisdictional Pond
The results of the on -site field investigation conducted by CWS indicate that there is one jurisdictional pond
located within the project area (Figure 6, attached). Pond A is approximately 1.59 acre in extent and exhibits a
downstream connection to jurisdictional waters (Wetland AA) via a pipe beneath an existing access road
(Photograph G, attached).
Non -Jurisdictional Pond
The results of the on -site field investigation conducted by CWS indicate that there are two non jurisdictional
man-made ponds excavated in the uplands within the project area (Figure 6, attached). These ponds function
as sediment basins and do not have a surface water connection to jurisdictional waters (Photograph H,
attached).
16 Environmental Laboratory. 1987. "Corps of Engineers Wetlands Delineation Manual", Technical Report Y-87-1, US Army Engineer
Waterways Experiment Station, Vicksburg, Mississippi.
17 PF01 = Forested wetland with broad-leaved deciduous vegetation, Cowardin et al. Classification System, 1979

Anson Waste Management Facility August 10, 2016
Jurisdictional Delineation Report CWS Proiect No. 2016-4091
Please do not hesitate to contact me at 704-408-1683, or through email at [e-mail] should you have
any questions or comments regarding this request.
Sincerely,
c
Gregg Antemann, PWS
Principal Scientist
YCwjw-�
Kaitlin McCulloch, WPIT
Staff Scientist II
Attachments: Figure 1. USGS Site Location Map
Figure 2. Aerial Imagery
Figure 3. Current USDA-NRCS Soils Map of Anson County
Figure 4. Historic USDA-NRCS Soils Map of Anson County
Figure 5. National Wetlands Inventory Map
Figure 6. Jurisdictional Boundaries
Jurisdictional Determination Request Form
Preliminary JD Request Form
NCDEQ Stream Classification Forms (SCP1-SCP5)
USACE Wetland Determination Data Forms (DP I-DP3)
Photopage (A-H)
6

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Jurisdictional Determination Request
US Army Corps
of Engineers
Wilmington District
This form is intended for use by anyone requesting a jurisdictional determination (JD) from the
U.S. Army Corps of Engineers, Wilmington District (Corps). Please include all supporting
information, as described within each category, with your request. You may submit your request
to the appropriate Corps Field Office (or project manager, if known) via mail, electronic mail, or
facsimile. A current list of county assignments by Field Office and project manager can be
found on-line at: http://www.saw.usace.army.mil/Missions/Re_ug latooPermitPro_rg am.aspx , by
telephoning: 910-251-4633, or by contacting any of the field offices listed below:
ASHEVILLE REGULATORY FIELD OFFICE
US Army Corps of Engineers
151 Patton Avenue, Room 208
Asheville, North Carolina 28801-5006
General Number: [phone]
Fax Number: [phone]
RALEIGH REGULATORY FIELD OFFICE
US Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
General Number: [phone]
Fax Number: [phone]
WASHINGTON REGULATORY FIELD OFFICE
US Army Corps of Engineers
2407 West Fifth Street
Washington, North Carolina 27889
General Number: [phone]
Fax Number: [phone]
WILMINGTON REGULATORY FIELD OFFICE
US Army Corps of Engineers
69 Darlington Avenue
Wilmington, North Carolina 28403
General Number: 910-251-4633
Fax Number: [phone]

Jurisdictional Determination Request
INSTRUCTIONS:
All requestors must complete Parts A, B, C, D, E and F.
NOTE TO CONSULTANTS AND AGENCIES: If you are requesting a JD on behalf of a
paying client or your agency, please note the specific submittal requirements in Part G.
NOTE ON PART D — PROPERTY OWNER AUTHORIZATION: Please be aware that all JD
requests must include the current property owner authorization for the Corps to proceed with the
determination, which may include inspection of the property when necessary. This form must be
signed by the current property owner to be considered a complete request.
NOTE ON PART D - NCDOT REQUESTS: Property owner authorization/notification for JD
requests associated with North Carolina Department of Transportation (NCDOT) projects will be
conducted according to the current NCDOT/USACE protocols.
NOTE TO USDA PROGRAM PARTICIPANTS: Corps approved and preliminary JDs identify
the limits of CWA (and RHA, if applicable) jurisdiction for the particular site identified in your
request. The JD may not be valid for the wetland conservation provisions of the Food Security
Act of 1985. If you or your tenant are USDA Program participants, or anticipate participation in
USDA programs, you should request a certified wetland determination from the local office of
the Natural Resources Conservation Service, prior to starting work.
2

Jurisdictional Determination Request
A. PARCEL INFORMATION
® Property Information
Address: located at 375 Dozer Drive in Anson County, North Carolina
County: Anson County
Directions: located at 375 Dozer Drive in Anson County, North Carolina
Parcel Index Number (PIN): 645500201283 (partial parcel)
B. REQUESTOR INFORMATION
® Name: Gregg Antemann, PWS
Mailing Address: 550 E. Westinghouse Blvd., Charlotte, NC 28273
Telephone Number: 704-408-1683
Electronic Mail Address': [e-mail]
Select one:
❑ I am the current property owner.
® I am an Authorized Agent or Environmental Consultant2
❑ Interested Buyer or Under Contract to Purchase
❑ Other, please explain.
C. PROPERTY OWNER INFORMATION
® Name: Chambers Development of NC Inc
c/o Waste Connections Inc
Mailing Address: 3 Waterway Square Pl., Ste. 110, The Woodlands, Texas 77380
Telephone Number:
Electronic Mail Address:
❑ Proof of Ownership Attached (e.g. a copy of Deed, County GIS/Parcel/Tax Record data)
1 If available
Z Must attach completed Agent Authorization Form
3

Jurisdictional Determination Request
D. PROPERTY OWNER CERTIFICATIONS
I, the undersigned, a duly authorized owner of record of the property identified herein, do
authorize representatives of the Wilmington District, U.S. Army Corps of Engineers (Corps) to
enter upon the property herein described for the purpose of conducting on -site investigations and
issuing a determination associated with Waters of the U.S. subject to Federal jurisdiction under
Section 404 of the Clean Water Act and/or Section 10 of the Rivers and Harbors Act of 1899.
See the Agent Authorization Form
Property Owner Signature
E. JURISDICTIONAL DETERMINATION TYPE
Select One:
® I am requesting that the Corps provide a preliminarX JD for the property identified herein.
❑ I am requesting that the Corps investigate the property/project area for the presence or
absence of WOUS4 and provide an approved JD for the property identified herein. This
request does NOT include a request for a verified delineation. (proceed to F and G
below).
❑ I am requesting that the Corps delineate the boundaries of all WoUS on a property/project
area and provide an aqpproved JD (this may or may not include a survey plat).
❑ I am requesting that the Corps evaluate and approve a delineation of WoUS (conducted
by others) on a property/project area and provide an approved JD (may or may not
include a survey plat).
a For NCDOT requests following the current NCDOT/USACE protocols, skip to Part E.
4 Waters of the United States
4

Jurisdictional Determination Request
F. ALL REQUESTS
® Map of Property or Project Area (attached). This Map must clearly depict the boundaries
of the area of evaluation.
® Size of Property or Project Area: 286 acres
® I verify that the property (or project) boundaries have recently been surveyed and marked
by a licensed land surveyor OR are otherwise clearly marked or distinguishable.
G. JD REQUESTS FROM CONSULTANTS OR AGENCIES
(1) Preliminary JD Requests:
® Completed and signed Preliminary Jurisdictional Determination Forms.
® Project Coordinates: Latitude: 35.008742' Longitude:-80.162815'
Maps (no larger than I Ix17) with Project Boundary Overlay:
® Large and small scale maps that depict, at minimum: streets, intersections, towns
® Aerial Photography of the project area
® USGS Topographic Map
® Soil Survey Map
® Other Maps, as appropriate (e.g. National Wetland Inventory Map, Proposed Site
Plan, previous delineation maps, LIDAR maps, FEMA floodplain maps)
Delineation Information (when applicable):
Wetlands:
Wetland Data Sheets
Upland Data Sheets
Landscape Photos, if taken
Tributaries:
❑ USACE Assessment Forms
® Other Assessment Forms
(when appropriate)
Field Sketch overlain on legible Map that includes:
All aquatic resources (for sites with multiple resources, label and identify)
Locations of wetland data points and/or tributary assessment reaches
Locations of photo stations
Approximate acreage/linear footage of aquatic resources
5 See Appendix A of this Form. From Regulatory Guidance Letter No. 08-02, dated June 26, 2008
6 Delineation information must include, at minimum, one wetland data sheet for each wetland/community type.

Jurisdictional Determination Request
(2) Approved JDs including Verification of a Delineation:
❑ Project Coordinates: Latitude: Longitude:
Maps (no larger than I1x17) with Project Boundary Overlay:
❑ Large and small scale maps that depict, at minimum: streets, intersections, towns
❑ Aerial Photography of the project area
❑ USGS Topographic Map
❑ Soil Survey Map
❑ Other Maps, as appropriate (e.g. National Wetland Inventory Map, Proposed Site
Plan, previous delineation maps)
Delineation Information (when applicable):
Wetlands:
❑ Wetland Data Sheets
❑ Upland Data Sheets
Tributaries:
❑ USACE Assessment Forms
❑ Other Assessment Forms
(when appropriate)
❑ Landscape Photos, if taken
❑ Field Sketch overlain on legible Map that includes:
All aquatic resources (for sites with multiple resources, label and identify)
Locations of wetland data points and/or tributary assessment reaches
Locations of photo stations
Approximate acreage/linear footage of aquatic resources
Supporting Jurisdictional Information (for Approved JDs only)
❑ Approved Jurisdictional Determination Form(s) (also known as "Rapanos
Form(s)")
❑ Map(s) depicting the potential (or lack of potential) hydrologic connection(s),
adjacency, etc. to navigable waters.
' Delineation information must include, at minimum, one wetland data sheet for each wetland/community type.
0

Jurisdictional Determination Request
I. REQUESTS FOR CORPS APPROVAL OF SURVEY PLAT
Prior to final production of a Plat, the Wilmington District recommends that the Land
Surveyor electronically submit a draft of a Survey Plat to the Corps project manager for
review.
Due to storage limitations of our administrative records, the Corps requires that all hard -
copy submittals include at least one original Plat (to scale) that is no larger than I I "x 17"
(the use of match lines for larger tracts acceptable). Additional copies of a plat, including
those larger than I I"x17", may also be submitted for Corps signature as needed. The
Corps also accepts electronic submittals of plats, such as those transmitted as a Portable
Document Format (PDF) file. Upon verification, the Corps can electronically sign these
plats and return them via e-mail to the requestor.
Plats submitted for approval must:
❑ be sealed and signed by a licensed professional land surveyor
❑ be to scale (all maps must include both a graphic scale and a verbal scale)
❑ be legible
❑ include a North Arrow, Scale(s), Title, Property Information
❑ include a legible WoUS Delineation Table of distances and bearings/metes and
bounds/GPS coordinates of all surveyed delineation points
❑ clearly depict surveyed property or project boundaries
❑ clearly identify the known surveyed point(s) used as reference (e.g. property
corner, USGS monument)
❑ when wetlands are depicted:
*include acreage (or square footage) of wetland polygons
*identify each wetland polygon using an alphanumeric system
❑ when tributaries are depicted:
*include either a surveyed, approximate centerline of tributary with
approximate width of tributary OR surveyed Ordinary High Water Marks
(OHWM) of tributary
*include linear footage of tributaries and calculated area (using
approximate widths or surveyed OHWM)
7

Jurisdictional Determination Request
*include name of tributary (based on the most recent USGS topographic
map) or, when no USGS name exists, identify as "unnamed tributary"
❑ all depicted WoUS (wetland polygons and tributary lines) must intersect or tie -to
surveyed project/property boundaries
❑ include the location of wetland data points and/or tributary assessment reaches
❑ include, label accordingly, and depict acreage of all waters not currently subject to
the requirements of the CWA (e.g. "isolated wetlands", "non jurisdictional
waters"). NOTE: An approved JD must be conducted in order to make an official
Corps determination that a particular waterbody or wetland is not jurisdictional.
❑ include and survey all existing conveyances (pipes, culverts, etc.) that transport
Wous
CERTIFICATION LANGUAGE
❑ When the entire actual Jurisdictional Boundary. i�picted:
include the following Corps Certification language:
"This certifies that this copy of this plat accurately depicts the boundary of the jurisdiction
of Section 404 of the Clean Water Act as determined by the undersigned on this date.
Unless there is a change in the law or our published regulations, the determination of
Section 404 jurisdiction may be relied upon for a period not to exceed five (5) years from
this date. The undersigned completed this determination utilizing the appropriate Regional
Supplement to the 1987 U.S. Army Corps of Engineers Wetlands Delineation Manual."
Regulatory Official:
Title:
Date:
USACE Action ID No.:
0

Jurisdictional Determination Request
❑ When uplands may be present within a depicted Jurisdictional Boundary
include the following Corps Certification language:
"This certifies that this copy of this plat identifies all areas of waters of the United States
regulated pursuant to Section 404 of the Clean Water Act as determined by the
undersigned on this date. Unless there is change in the law or our published regulations,
this determination of Section 404 jurisdiction may be relied upon for a period not to exceed
five years from this date. The undersigned completed this determination utilizing the
appropriate Regional Supplement to the 1987 U.S. Army Corps of Engineers Wetlands
Delineation Manual."
Regulatory Official:
Title:
Date:
USACE Action ID No.:
GPS SURVEYS
For Surveys prepared using a Global Positioning System (GPS), the Survey must include
all of the above, as well as:
❑ be at sub -meter accuracy at each survey point.
❑ include an accuracy verification:
One or more known points (property corner, monument) shall be located with the
GPS and cross-referenced with the existing traditional property survey (metes and
bounds).
❑ include a brief description of the GPS equipment utilized.
0

ATTACHMENT A
PRELIMINARY JURISDICTIONAL DETERMINATION FORM
BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR PRELIMINARY JURISDICTIONAL
DETERMINATION (JD):8-9-2016
B. NAME AND ADDRESS OF PERSON REQUESTING PRELIMINARY JD:
Carolina Wetland Services, Inc.; POC: Mr. Gregg Antemann
550 E Westinghouse Blvd., 28273, Charlotte, NC
C. DISTRICT OFFICE, FILE NAME, AND NUMBER:
Wilmington District - Asheville Regulatory Field Office
D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION:
located at 375 Dozer Drive in Anson County, North Carolina
(USE THE ATTACHED TABLE TO DOCUMENT MULTIPLE WATERBODIES AT DIFFERENT
SITES)
State: NC
County/parish/borough: Anson
City: unincorporated Anson County
Center coordinates of site (lat/long in degree decimal format):
Lat. 35.008742' ON; Long.-80.1628150
OW.
Universal Transverse Mercator: NAD83
Name of nearest waterbody: UT to Browns Creek and Pinch Gut Creek
Identify (estimate) amount of waters in the review area:
Non -wetland waters:
1,466 linear feet: 2-4 width (ft) and/or 0.10 acres.
COwardln Class: R51_1131, R4SB3, R4SB5
Stream Flow: RPW and Seasonal RPW
Wetlands:0-93 acres.
Cowardin Class: PF01
Name of any water bodies on the site that have been identified as Section 10
waters:
Tidal:
Non -Tidal:
1

E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT
APPLY):
❑ Office (Desk) Determination. Date:
❑✓ Field Determination. Date(s): 8-2-2016
SUPPORTING DATA. Data reviewed for preliminary JD
(check all that apply - checked items should be included in case file and,
where checked and requested, appropriately reference sources below):
❑✓ Maps, plans, plots or plat submitted by or on behalf of the
applicant/consultant:
✓❑ Data sheets prepared/submitted by or on behalf of the
applicant/consultant.
Office concurs with data sheets/delineation report.
❑ Office does not concur with data sheets/delineation report.
❑ Data sheets prepared by the Corps:
❑ Corps navigable waters' study:
❑ U.S. Geological Survey Hydrologic Atlas:
❑ USGS NHD data
❑ USGS 8 and 12 digit HUC maps
❑✓ U.S. Geological Survey map(s). Cite scale & quad name: Polkton, NC (1970)
❑✓ USDA Natural Resources Conservation Service Soil Survey.
Citation: Current (2015) and Historic (2005) for Anson County
WINational wetlands Inventory map(s). Cite name: USFWS NWI 2015
❑ State/Local wetland inventory map(s):
❑ FEMA/FIRM maps:
❑ 100-year Floodplain Elevation is:
(National Geodectic Vertical Datum of 1929)
❑✓ Photographs: 0✓ Aerial (Name & Date): Esd (2015) or
Other (Name & Date): Site photographs, dated August 2016
❑ Previous determination (s). File no. and date of response letter:
❑ Other information (please specify):
2

1. The Corps of Engineers believes that there may be jurisdictional waters of the
United States on the subject site, and the permit applicant or other affected party
who requested this preliminary JD is hereby advised of his or her option to
request and obtain an approved jurisdictional determination (JD) for that site.
Nevertheless, the permit applicant or other person who requested this
preliminary JD has declined to exercise the option to obtain an approved JD in
this instance and at this time.
2. In any circumstance where a permit applicant obtains an individual permit, or
a Nationwide General Permit (NWP) or other general permit verification requiring
"pre -construction notification" (PCN), or requests verification for a non -reporting
NWP or other general permit, and the permit applicant has not requested an
approved JD for the activity, the permit applicant is hereby made aware of the
following: (1) the permit applicant has elected to seek a permit authorization
based on a preliminary JD, which does not make an official determination of
jurisdictional waters; (2) that the applicant has the option to request an approved
JD before accepting the terms and conditions of the permit authorization, and
that basing a permit authorization on an approved JD could possibly result in less
compensatory mitigation being required or different special conditions; (3) that
the applicant has the right to request an individual permit rather than accepting
the terms and conditions of the NWP or other general permit authorization; (4)
that the applicant can accept a permit authorization and thereby agree to comply
with all the terms and conditions of that permit, including whatever mitigation
requirements the Corps has determined to be necessary; (5) that undertaking
any activity in reliance upon the subject permit authorization without requesting
an approved JD constitutes the applicant's acceptance of the use of the
preliminary JD, but that either form of JD will be processed as soon as is
practicable; (6) accepting a permit authorization (e.g., signing a proffered
individual permit) or undertaking any activity in reliance on any form of Corps
permit authorization based on a preliminary JD constitutes agreement that all
wetlands and other water bodies on the site affected in any way by that activity
are jurisdictional waters of the United States, and precludes any challenge to
such jurisdiction in any administrative or judicial compliance or enforcement
action, or in any administrative appeal or in any Federal court; and (7) whether
the applicant elects to use either an approved JD or a preliminary JD, that JD
will be processed as soon as is practicable. Further, an approved JD, a proffered
individual permit (and all terms and conditions contained therein), or individual
permit denial can be administratively appealed pursuant to 33 C.F.R. Part 331,
and that in any administrative appeal, jurisdictional issues can be raised (see 33
C.F.R. 331.5(a)(2)). If, during that administrative appeal, it becomes necessary
to make an official determination whether CWA jurisdiction exists over a site, or
to provide an official delineation of jurisdictional waters on the site, the Corps will
provide an approved JD to accomplish that result, as soon as is practicable.

Estimated
Amount of
Site
Cowardian
Class of Aquatic
Latitude
Longitude
Auatic
q
Number
Class
Resource
Resource in
Review Area
RPW Stream A
35.0090660
-80.1687760
R5UB1
732 If
non -section 10 -- non -tidal
Seasonal RPW
35.0082960
-80.1678930
R4SB3
436 If
non -section 10 -- non -tidal
Stream A
Seasonal RPW
35.0081180
-80.157871 °
R4SB5
99 If
non -section 10 -- non -tidal
Stream B
Seasonal RPW
35.0114540
-80.1585860
R4SB5
199 If
non -section 10 -- non -tidal
Stream C
Wetland AA
35.008697°
-80.158345°
PFO1
0.90 ac
non -section 10 -- wetland
Wetland BB
35.007966°
-80.158079 °
PFO1
0.03 ac
non -section 10 -- wetland

This preliminary JD finds that there "maybe" waters of the United States on the
subject project site, and identifies all aquatic features on the site that could be
affected by the proposed activity, based on the following information:
IMPORTANT NOTE: The information recorded on this form has not
necessarily been verified by the Corps and should not be relied upon for
later jurisdictional determinations.
Signature and date of
Regulatory Project Manager
(REQUIRED)
4
C- — 8-9-2016
Signature and date of
person requesting preliminary JD
(REQUIRED, unless obtaining
the signature is impracticable)

NC DWQ Stream Identification Form Version 4.11
Date: �a-�
ProjectlSite: rim -on bvct�fe,
Latitude: �F 00(1 0 o
Evaluator:K
MT
County:
Longitude:- W 4 6 � 1''7 / 9
To tal Points:
at
Stream Determination (cir
OtherSt rec;vo
ifr:19 rpereis
if>_ 19 or erennia/ if>_ 30*
perennst ial if
Ephemeral Intermittent erennia
e.g. Quad Name: ec r,
A. Geomorphology (Subtotal = )
Absent
Weak
Moderate
Strong
1a. Continuity of channel bed and bank
0
1
.2
3
2. Sinuosity of channel along thalweg
0
1
2
'
3. In -channel structure: ex. riffle -pool, step-pool,
sequence
ripple-poolp
1
0
4. Particle size of stream substrate
0
1
2)
3
5. Active/relict floodplain
0
CIO
2
3
6. Depositional bars or benches
1
2
3
7. Recent alluvial deposits
0
C_V
2
3
B. Headcuts
1
2
3
9. Grade control
UOD
0.5
1
10. Natural valley
0
0.5
1
.5
11. Second or greater order channel
o = 0
Yes = 3
`artificial ditches are not rated; see discussions in manual
B. Hydrology (Subtotal = a )
12. Presence of Baseflow
0
2
3
13. Iron oxidizing bacteria
0
1
2
3
14. Leaf litter
1.5
0.5
0
15. Sediment on plants or debris
0
`0.5
1
1.5
16. Organic debris lines or piles
0
0.5
1
1.5
17. Soil -based evidence of high water table?
No = 0 °""'
<-Y'99j 5 3`�
C. Biology (Subtotal = Ll �_) -)
18. Fibrous roots in streambed
2
1
0
19. Rooted upland plants in streambed
'3'
2
1
0
20. Macrobenthos (note diversity and abundance)
0
CD
2
3
21. Aquatic Mollusks
®
1
2
3
22. Fish
0
0.5
(7D
1.5
23, Crayfish
0.5
1
1.5
24. Amphibians
0
0.5
1
.5
25. Algae
0.5
1
1.5
26. Wetland plants in streambed
FACW = 0.75; OBL = 1.5 Other, = 0
*perennial streams may also be identified using other methods. See p. 35 of manual.
Notes:
Sketch: Oflddi) �� �
�i
�
F'�
�y �^�
If

NC DWQ Stream Identification Form Version 4.11
Date:
Project/Site: li h'S0►�
Latitude: 3 S b
Evaluator: 4* -' t
County:�
Longitude:
Total Points:
Stream
Stream is at least intermittent 19.q S
Stream Deter tion(circle one)
Ephemeral ntermitten Perennial
Other 41
Quad Name::
if>_ 30* ` 19 or perennial if>_ 6
e.g.
S (A1-
A. Geomorphology (Subtotal =_�)
Absent
Weak
Moderate
Strong
1" Continuity of channel bed and bank
0
1
2
3
2. Sinuosity of channel along thalweg
0
1
3
3. In -channel structure: ex. riffle -pool, step -pool,
ripple -pool sequence
0
1
2
3
4. Particle size of stream substrate
0
1
2)
3
5. Active/relict floodplain
b
1
2
3
6. Depositional bars or benches
0
1
2
3
7. Recent alluvial deposits
0
2
3
8. Headcuts
0
1
2
3
9. Grade control
QD
0.5
1
1.5
10. Natural valley
0
0.5
1
C D,
11. Second or greater order channel
No = 0
Yes = 3
a artificial ditches are not rated; see discu sions in manual
B. Hydrology (Subtotal = =
12. Presence of. Baseflow
1
2
3
13. Iron oxidizing bacteriaCO)1
2
3
14. Leaf litter
1.5
1
0.5
0
15. Sediment on plants or debris
0
5
1
1.5
16. Organic debris lines or piles
0 1
0.5
1
_ 1.5
17. Soil -based evidence of high water table?
No = 0
Yes = 3
C. Biology (Subtotal = (n )
18. Fibrous roots in streambed
3
2
1
0
19. Rooted upland plants in streambed
Co
2
1
0
20. Macrobenthos (note diversity and abundance)
1
2
3
21. Aquatic Mollusks
1
2
3
22. Fish
0.5
1
1.5
23. Crayfish
0
0.5
1
1.5
24. Amphibians
CD
0.5
1
1.5
25. Algae
0.5
1
1.5
26. Wetland plants in streambed
FACW = 0.75; OBL = 1.5 Other, = 0
*perennial streams may also be identified using other methods. See p. 35 of manual.
Notes:
Sketch:

NC DWO Stream Identification Form Version 4.11
Date: - o� -
ProjectlSite: P�`� vVeat
A+t.& ; �` ,i t �1 �p
Latitude:
, o
Evaluator: !!�) �. KMT
County: S��
Longitude: �- 60s 1976'11
Total Points:
Stream is at least intermittent
Stream Determination (circle one)
Ephemeral
Other ��`CpG/h�
if>_ 19 or perennial if>_ 30 `��
er mitten Perennial
e. Qua Name:
g' , s
A. Geomorphology (Subtotal = )
Absent
Weak
Moderate
Strong
1a' Continuity of channel bed and bank
0
1
2)
3
2. Sinuosity of channel along thalweg
0
1
2
3
3. In -channel structure: ex. riffle -pool, step -pool,
ripple -pool sequence
0
1
2
3
4. Particle size of stream substrate
0
2
3
5. Active/relict floodplain
0
2
3
6. Depositional bars or benches
0
1
2
3
7. Recent alluvial deposits
0
1
2
3
8. Headcuts
0
2
3
9. Grade control
0
0.5
1
1.5
10. Natural valley
0
0.5
1
1.5
11. Second or greater order channel
e-No = 0
Yes = 3
artificial ditches are not rated; see discussions in manual
B. Hvdroloav (Subtotal = S , .� )
12. Presence of. Baseflow
0
Q
2
3
13. Iron oxidizing bacteria
1
2
3
14. Leaf litter
1.5
1
0.5
0
15. Sediment on plants or debris
0
0.5
1
1.5
16. Organic debris lines or piles
0
0.5
1
1.5
17. Soil -based evidence of high Ovate table?
No = 0
es = s
C. Bioloav (Subtotal = K . i J )
18. Fibrous roots in streambed
&
2
1
0
19. Rooted upland plants in streambed
2
1
0
20. Macrobenthos (note diversity and abundance)
0
1
2
3
21. Aquatic Mollusks
(D
1
2
3
22. Fish
0
0.5
1
1.5
23. Crayfish
0
0.5
1
1.5
24. Amphibians
0
0 0.
1
1.5
25. Algae
0.5
1
1.5
26. Wetland plants in streambed
FACW = 0. _5) BL = 1.5 Other, = 0
"perennial streams may also be identified using other methods. See p. 35 of manual.
Notes:
Sketch: Al a

NC DWO Stream Identification Form Version 4.11
Date: .. I
Project/Site' �1v1
6010
Latitude: I V I I I I
Evaluator:✓
County: ��
Longitude: -0 a I J�
Total Points:
Stream is at least intermittent
Stream Determi tion (circle one)
Ephemeral I r ten Perennial
Other }'C'
Quad,( reel
if? 19 or perennial if>_ 30
e. g' ('
A. Geomorphology (Subtotal = eJ )
Absent
Weak
Moderate
Strong
1" Continuity of channel bed and bank
0
1
2
2. Sinuosity of channel along thalweg
0
2
3
3. In -channel structure: ex. riffle -pool, step -pool,
ripple -pool sequence
0
2
3
4. Particle size of stream substrate
0
2
3
5. Active/relict floodplain
0
2
3
6. Depositional bars or benches
0)
1
2
3
7. Recent alluvial deposits
0
2
3
8. Headcuts
0
1
2
3
9. Grade control
CV
0.5
1
1.5
10. Natural valley
0
0.5
1
1.5
11. Second or greater order channel
o = 0
Yes = 3
`artificial ditches are not rated; see discussions in manual
B. Hvdroloav (Subtotal = ( a
12. Presence of. Baseflow
0
0
2
3
13. Iron oxidizing bacteria
1
2
3
14. Leaf litter
1.5
1
0.5
0
15. Sediment on plants or debris
_
.5
1
1.5
16. Organic debris lines or piles
0
0.5
1
1.5
17. Soil -based evidence of high water table?
No = 0
ees = 3
C. Bioloav (Subtotal = ( r)
18. Fibrous roots in streambed
2
1
0
19. Rooted upland plants in streambed
2
1
0
20. Macrobenthos (note diversity and abundance)
1
2
3
21. Aquatic Mollusks
0
1
2
3
22. Fish
0.5
1
1.5
23. Crayfish
0
0.5
1
1.5
24. Amphibians
CP
0.5
1
1.5
25. Algae
0
0.5
1
1.5
26. Wetland plants in streambed
FACW = 0.75; OBL = 1.5 Other = 0
"perennial streams may also be identified using other methods. See p. 35 of manual.
-
Notes:
Sketch:

NC DWO Stream Identification Form Version 4.11
Date: ('� _ a _ I
25f�ht.,.G
Project/Sit��
,�. t
Latitude: 35 3
,
Evaluator: 1, -
County: �� ��,���
Longitude: Sj
Total Points:
Stream is at least intermittent
Stream Determination (circle one)
me I Intermittent Perennial
Other
e.g. Quad Name:
if>_ 19 or perennial if>_ 30* r
l
I I-
A. Geomorphology (Subtotal
Absent
Weak
Moderate
Strong
1a. Continuity of channel bed and bank
0
1, `
3
2. Sinuosity of channel along thalweg
0
2
3
3. In -channel structure: ex. riffle -pool, step -pool,
ripple -pool sequence
1
2
3
4. Particle size of stream substrate
0
1
2
3
5. Active/relict floodplain
0
1
2
3
6. Depositional bars or benches
1
2
3
7. Recent alluvial deposits
° 0
1
2
3
8. Headcuts
0
1
2
3
9. Grade control
0
0.5
1
1.5
10. Natural valley
0
0.5)
1 1
1.5
11. Second or greater order channel
o = 0
Yes = 3
artificial ditches are not rated; see discussions in manual
B. Hvdroloav (Subtotal = --I- )
12. Presence of. Baseflow
OO
1
2
3
13. Iron oxidizing bacteria
0)
1
2
3
14. Leaf litter
1.5
1
CUD
0
15. Sediment on plants or debris
0
0.5
1
1.5
16. Organic debris lines or piles
0
0.5
1
1.5
17. Soil -based evidence of high water table?
o = 0
Yes = 3
C. Biolocly (Subtotal = --I )
18. Fibrous roots in streambed
3
1
0
19. Rooted upland plants in streambed
3
2
1
0
20. Macrobenthos (note diversity and abundance)
0
1
2
3
21. Aquatic Mollusks
0
1
2
3
22. Fish
0.5
1
1.5
23. Crayfish
0.5
1
1.5
24. Amphibians
0.5
1
1.5
25. Algae
0.5
1
1.5
26. Wetland plants in streambed
FACW = 0.75; OBL = 1.5 Other, = 0
*perennial streams may also be identified using other methods. See p. 35 of manual.
Notes:
Sketch:

qq WETLAND DETERMINATION DATA FORM - Eastern Mountains and Piedmont Region
Y1VI Project/Site: MI wkqf ArlhRiU.rtir��? ` o IIfu City/County: /nso �t1 Sampling Date:
Applicant/Owner: Cec. (hc, J J State: L Sampling Point: 0P1—We ilgh/I
Investigator(s): 1 -6 * Section, Township, Range: PoOr)
Landform (hillslope, terrace, etc.): $�'.►�'r i�;. Local relief (concave, convex, none): V)O✓lQ, Slope (%): "A
Subregion (LRR o MLR .)) 1 A ia Lat: 5 r� 4G/CLong: �C�4��, � ��J 'I \ DDatum: h/ahk3
Soil Map Unit Name: CYttIAMN'r 41" $AYAAW bAMJ +�I 8 WUALL'i' ecr e) NWI classification: Ivry
Are climatic / hydrologic conditions on the site typical for this time of year? Yes A. No (If no, explain in Remarks.)
Are Vegetation Soil or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes_ No
Are Vegetation Soil or Hydrology naturally problematic? (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS - Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes No Is the Sampled Area
Hydric Soil Present? Yes No within a Wetland? Yes No
Wetland Hydrology Present? Yes No
Remarks:
-A" pomi i� rt. V-eW+(AJ1vt,. bf rt Jultditlop"al VV6/h(4VA
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two required)
Primary Indicators (minimum of one is required;
check all that apply)
_ Surface Soil Cracks (B6)
y Surface Water (Al)
_ True Aquatic Plants (1314)
_ Sparsely Vegetated Concave Surface (138)
High Water Table (A2)
_ Hydrogen Sulfide Odor (Cl)
_ Drainage Patterns (B10)
Saturation (A3)
)(_ Oxidized Rhizospheres on Living Roots (C3) _ Moss Trim Lines (B16)
Water Marks (B1)
_ Presence of Reduced Iron (C4) _ Dry -Season Water Table (C2)
Sediment Deposits (132)
_ Recent Iron Reduction in Tilled Soils (C6) _ Crayfish Burrows (C8)
Drift Deposits (133)
_ Thin Muck Surface (C7)
_ Saturation Visible on Aerial Imagery (C9)
Algal Mat or Crust (B4)
_ Other (Explain in Remarks)
_ Stunted or Stressed Plants (D1)
_ Iron Deposits (135)
_ Geomorphic Position (D2)
_ Inundation Visible on Aerial Imagery (137)
_ Shallow Aquitard (D3)
Water -Stained Leaves (B9)
_ Microtopographic Relief (D4)
Aquatic Fauna (B13)
_ FAC-Neutral Test (D5)
Field Observations:
Surface Water Present? Yes X No
Depth (inches): 0
Water Table Present? Yes �_ No
Depth (inches): 3"
Saturation Present? Yes X No
Depth (inches):
Wetland Hydrology Present? Yes No
(includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring
well, aerial photos, previous inspections), if available:
Remarks:
��\ko
US Army Corps of Engineers Eastern Mountains and Piedmont — Version 2.0

VEGETATION (Four Strata) — Use scientific names of plants.
Sampling Point: ..—o 1"t,
Absolute
f
Dominant Indicator
Tree Stratum (Plot size:,) b )
Species? StatusfAf-
r%7 �C'over
4.
5.
7.
'Lf ID = Total Cover
50% of total cover: 2-6 20% of total cover:
Sapling/Shrub Stratum (Plot size: r'f4 )
1. sci lahy� 40 �
2. Gt p 0d D Y4 h w s DC cA ci,�:r� hU.Q-S K 08L_
3. Fr0.X I n,t,t4T \ A V C1 l ! f _ ►�_ W
6.
7.
9.
Total Cover
50% of total cover:a_. s 20% of total cover: 1
HerbStratum(Plot size: T )
1. PaeJN"INCr ck Ct�,h_(�ri�o1� So
3, hl k6L, C,
4. M� C.M-reiUV4 VtVWV I►r\etr1III C_
5. 1 A n S S 4
6. �"v r>h�Ica,4611a
7.
9.
10.
11.
_ = Total Cover
50% of total cover: 20% of total cover: 2b. aea
Woody Vine Stratum (Plot size: 1, )
1.,ny.\ CA1&LnC3 rt" Y a kt cwv s ► �� -PA C
3
4
5.
c 1 = Total Cover
50% of total cover: 5 20% of total cover:
Remarks: (Include photo numbers here or on a separate sheet.)
Dominance Test worksheet:
Number of Dominant Species
That Are OBL, FACW, or FAC: (A)
Total Number of Dominant
Species Across All Strata:_ (B)
Percent of Dominant Species J� (A/B)
That Are OBL, FACW, or FAC: (J
Index worksheet:
Total % Cover of:
Multiply by:
OBL species
x 1 =
FACW species
x 2 =
FAC species
x 3 =
FACU species
x 4 =
UPL species
x 5 =
Column Totals:
(A) (B)
Prevalence Index = B/A =
_ 1 - Rapid Test for Hydrophytic Vegetation
2 - Dominance Test is >50%
_ 3 - Prevalence Index is:<3.0'
4 - Morphological Adaptations' (Provide supporting
data in Remarks or on a separate sheet)
Problematic Hydrophytic Vegetation' (Explain)
Indicators of hydric soil and wetland hydrology must
be present, unless disturbed or problematic.
Definitions of Four Vegetation Strata:
Tree — Woody plants, excluding vines, 3 in. (7.6 cm) or
more in diameter at breast height (DBH), regardless of
height.
Sapling/Shrub — Woody plants, excluding vines, less
than 3 in. DBH and greater than or equal to 3.28 ft (1
m) tall.
Herb — All herbaceous (non -woody) plants, regardless
of size, and woody plants less than 3.28 ft tall.
Woody vine — All woody vines greater than 3.28 ft in
Hydrophytic
Vegetation
Present? Yes No
�1b� ��' �'� (�o�ei�e�d� \/�nu.�nfiPa+� FA('� fflL �f Y`✓��Ur,
0
US Army Corps of Engineers Eastern Mountains and Piedmont — Version 2.0

SOIL
Sampling Point: DP141 )G/hd
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth Matrix
(inches) Color (moist) %
4-6 �.S VIz �/ �0
Redox Features
Texture Remarks
Color (moist) % Tvr)el LOC2
^_1 V 2 S/ 36
6-w
C e -��
'Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains. 2Location: PL=Pore Lininq, M=Matrix
Hydric Soil Indicators:
Indicators for Problematic Hydric Soils3:
Histosol (Al)
_ Dark Surface (S7)
_ 2 cm Muck (A10) (MLRA 147)
Histic Epipedon (A2)
_ Polyvalue Below Surface (S8) (MLRA 147, 148)
_ Coast Prairie Redox (A16)
Black Histic (A3)
_ Thin Dark Surface (S9) (MLRA 147, 148)
(MLRA 147, 148)
Hydrogen Sulfide (A4)
_ Loamy Gleyed Matrix (F2)
_ Piedmont Floodplain Soils (F19)
_ Stratified Layers (A5)
Depleted Matrix (F3)
(MLRA 136, 147)
2 cm Muck (A10) (LRR N)
_ Redox Dark Surface (F6)
_ Very Shallow Dark Surface (TF12)
_ Depleted Below Dark Surface (A11)
_ Depleted Dark Surface (F7)
_ Other (Explain in Remarks)
_ Thick Dark Surface (Al2)
_ Redox Depressions (F8)
Sandy Mucky Mineral (S1) (LRR N,
_ Iron -Manganese Masses (F12) (LRR N,
MLRA 147, 148)
MLRA 136)
_ Sandy Gleyed Matrix (S4)
_ Umbric Surface (F13) (MLRA 136, 122)
3Indicators of hydrophytic vegetation and
_ Sandy Redox (S5)
_ Piedmont Floodplain Soils (F19) (MLRA 148)
wetland hydrology must be present,
Stripped Matrix (S6)
_ Red Parent Material (F21) (MLRA 127, 147)
unless disturbed or problematic.
Restrictive Layer (if observed):
Type:
Depth (inches):
Remarks:
Hydric Soil Present? Yes X No
US Army Corps of Engineers Eastern Mountains and Piedmont — Version 2.0

WETLAND DETERMINATION DATA FORM - Eastern Mountains and Piedmont Region
Project/Site: hKoill (WAC ►%j�1V,Pg&j�-=� City/county:At31 'j;,"I / Sampling Date: 'tJ�
Applicant/Owner. State: Sampling Point: MODf
Investigator(s): IuT Section, Township, Range: P>fa ! # ` w )
Landform (hillslope, terrace, etc.): friraze , Local relief (concave, convex, none): q �f� Slope ((%)):�pQ'71
Subregion (LRR o LR : 1314 Lat: 3 s, U�R Y I Long: Datum: l,y.
Soil Map Unit Name: 6"r-a6wr -i-Ilee s irli,A) bR lh �� �'t1 Ei`Ct�/� ��(�� NWI classification:
Are climatic / hydrologic conditions on the site typical for this time of year? Yes Je No (If no, explain in Remarks.)
Are Vegetation Soil or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes_ No
Are Vegetation Soil or Hydrology naturally problematic? (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS - Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes \ No
Is the Sampled Area
Hydric Soil Present? Yes No within a Wetland? Yes No
Wetland Hydrology Present? Yes No­W_
Remarks•
Y;kg- is rep rr f,e4q, htf rt-t f c, �, - fi t r �, , i 'chr*4 V e lew ,
ll( ,
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two required)
Primary Indicators (minimum of one is required; check all that apply)
_ Surface Soil Cracks (66)
Surface Water (Al)
_ True Aquatic Plants (1314)
_ Sparsely Vegetated Concave Surface (68)
_ High Water Table (A2)
_ Hydrogen Sulfide Odor (Cl)
_ Drainage Patterns (610)
Saturation (A3)
_ Oxidized Rhizospheres on Living Roots SC3)
_ Moss Trim Lines (1316)
_ Water Marks (B1)
_ Presence of Reduced Iron (C4)
_ Dry -Season Water Table (C2)
Sediment Deposits (B2)
_ Recent Iron Reduction in Tilled Soils (C6)
_ Crayfish Burrows (C8)
_ Drift Deposits (63)
_ Thin Muck Surface (C7)
_ Saturation Visible on Aerial Imagery (C9)
_ Algal Mat or Crust (64)
_ Other (Explain in Remarks)
_ Stunted or Stressed Plants (D1)
_ Iron Deposits (65)
_ Geomorphic Position (D2)
Inundation Visible on Aerial Imagery (67)
_ Shallow Aquitard (D3)
_ Water -Stained Leaves (69)
_ Microtopographic Relief (D4)
Aquatic Fauna (B13)
_ FAC-Neutral Test (D5)
Field Observations:
Surface Water Present? Yes
No Depth (inches):
Water Table Present? Yes
Saturation Present? Yes
No Depth (inches):
No Depth (inches):
Wetland Hydrology Present? Yes No r
(includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
h o cars of
wl q kul
nu, � r
US Army Corps of Engineers Eastern Mountains and Piedmont — Version 2.0

VEGETATION (Four Strata) - Use scientific names of plants.
Sampling Point: E)f a` Li L4
Absolute Dominant Indicator
Tree Stratum (Plot size: 36 �-� ) % Cover Species? Status
1. yC-tA44h,dbt 1,0Q GAL
2. A r ul to 6t/V ) �s
3. ka ,C,C ( f., .� C I& (x 01,
7.
160 0 = Total Cover
50% of total cover: toL 20% of total cover:_
Sa lin /Shrub Stratum (Plot size:
1. XAty-Wy 4 h we �)�1+�
2. r"A rA �_ IN ya���p�
3. PCIAIM c SKK631h!�
4.
5.
6.
7.
9.
3p_ = Total Cover
50% of total cover: (� 20% of total cover:
Herb Stratum (Plot size:' -6 J4 )
1. 0 ► C r/ I hngt lA. Ito
+�,
2. rr�t t �, '� 0� 41F\Pik y�'ir 't �a
3.
4.
5.
6.
7.
9.
11.
�= Total Cover
50% of total cover: _ 20% of total cover: 1
Woody Vine Stratum (Plot size:)S f-} )
1.
3.
Dominance Test worksheet:
Number of Dominant Species
That Are OBL, FACW, or FAC: (A)
Total Number of Dominant91 Species Across All Strata: (B)
Percent of Dominant Species
That Are OBL, FACW, or FAC: 06 (A/B)
Prevalence Index worksheet:
Total % Cover of: Multiply by:
OBL species x 1 =
FACW species x 2 =
FAC species x 3 =
FACU species x 4 =
UPL species x 5 =
Column Totals: (A) (B)
Prevalence Index = B/A =
Hydrophytic Vegetation Indicators:
_ 1 - Rapid Test for Hydrophytic Vegetation
X_ 2 - Dominance Test is >50%
_ 3 - Prevalence Index is -<3.0'
4 - Morphological Adaptations' (Provide supporting
data in Remarks or on a separate sheet)
Problematic Hydrophytic Vegetation' (Explain)
'Indicators of hydric soil and wetland hydrology must
be present, unless disturbed or problematic.
Definitions of Four Vegetation Strata:
Tree - Woody plants, excluding vines, 3 in. (7.6 cm) or
more in diameter at breast height (DBH), regardless of
height.
Sapling/Shrub - Woody plants, excluding vines, less
than 3 in. DBH and greater than or equal to 3.28 ft (1
m) tall.
Herb - All herbaceous (non -woody) plants, regardless
of size, and woody plants less than 3.28 ft tall.
Woody vine - All woody vines greater than 3.28 ft in
4. Hydrophytic
5. Vegetation
= Total Cover Present? Yes No
50% of total cover: 20% of total cover:
Remarks: (Include photo numbers here or on a separate sheet.)
dm,MRIIJ+ V0 0-hz�_J") CA Y-0 -�A w e�
US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2.0

SOIL
Sampling Point:
4
e Description: (Describe to the depth needed to
or confirm the absence of in
Depth
Matrix
Redox Features
(inches)
Color (moist)
%
Color (moist) % Type, Loc2 �Texture Remarks
a
0 v a011
+F—
'Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains
Hydric Soil Indicators:
Histosol (Al)
Histic Epipedon (A2)
Black Histic (A3)
_ Hydrogen Sulfide (A4)
_ Stratified Layers (A5)
2 cm Muck (A10) (LRR N)
_ Depleted Below Dark Surface (A11)
_ Thick Dark Surface (Al 2)
Sandy Mucky Mineral (S1) (LRR N,
MLRA 147, 148)
_ Sandy Gleyed Matrix (S4)
Sandy Redox (S5)
_ Stripped Matrix (S6)
Restrictive Layer (if observed):
Type:
Depth (inches):
Remarks:
2Location: PL=Pore Lining, M=Matrix.
Indicators for Problematic Hydric Soi
Dark Surface (S7)
_ 2 cm Muck (A10) (MLRA 147)
_ Polyvalue Below Surface (S8) (MLRA 147, 148)
_ Coast Prairie Redox (A16)
Thin Dark Surface (S9) (MLRA 147, 148)
(MLRA 147, 148)
_ Loamy Gleyed Matrix (F2)
_ Piedmont Floodplain Soils (F19)
_ Depleted Matrix (F3)
(MLRA 136, 147)
Redox Dark Surface (F6)
_ Very Shallow Dark Surface (TF12)
_ Depleted Dark Surface (F7)
_ Other (Explain in Remarks)
_ Redox Depressions (F8)
Iron -Manganese Masses (F12) (LRR N,
MLRA 136)
_ Umbric Surface (F13) (MLRA 136, 122) 'Indicators of hydrophytic vegetation and
Piedmont Floodplain Soils (F19) (MLRA 148) wetland hydrology must be present,
_ Red Parent Material (F21) (MLRA 127, 147) unless disturbed or problematic.
Iri4l f c&-f6CS {t,r
Hydric Soil Present? Yes
d C tjti. r
I t- () r1li Vt.
No X
US Army Corps of Engineers Eastern Mountains and Piedmont — Version 2.0

WETLAND DETERMINATIONDATA
tFORM - Eastern Mountains and Piedmont Region
Project/Site: Alls6pyiA�MQ4\[�Jitnnu, e C4C Its/ City/County: Awoy) Sampling Date:
Applicant/Owner: G G G� State: NC Sampling Point:
e, o
Investigator(s): rim 3' nm1T Section, Township, Range: 0
Landform (hillslope, terrace, etc.): Yl I �6rk Local relief
(concave, convex, none):
Subregion (LRRo�R (p Lat: 1 �10ItC Long:
Soil Map Unit Name: VGIcy. 3VI CIIALirifVj_I 4 f IDA 1,1 1?, >t
Are climatic / hydrologic conditions on the site typl
Are Vegetation Soil or Hydrology
Are Vegetation Soil or Hydrology
for this time of year? Yes _
_ significantly disturbed?
naturally problematic?
h Or" Slope (%): --A%
(S Datum: q8ok3
WI classification: MI
No (If no, explain in Remarks.)
Are "Normal Circumstances" present? Yes No
(If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS - Attach site map showing sampling point locations, transacts, important features, etc.
Hydrophytic Vegetation Present? Yes �_ No Is the Sampled Area
Hydric Soil Present? Yes No__,�, within a Wetland? Yes No _
Wetland Hydrology Present? Yes NoX_
Remarks:
Af k po,4- A vbn 11A yl �d ChDrO
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two required)
Primary Indicators (minimum of one is required; check all that apply) _
Surface Soil Cracks (136)
_ Surface Water (Al)
_ True Aquatic Plants (B14) _
Sparsely Vegetated Concave Surface (138)
_ High Water Table (A2)
_ Hydrogen Sulfide Odor (C1) _
Drainage Patterns (1310)
_ Saturation (A3)
_ Oxidized Rhizospheres on Living Roots (C3) _
Moss Trim Lines (1316)
Water Marks (131)
_ Presence of Reduced Iron (C4) _
Dry -Season Water Table (C2)
Sediment Deposits (132)
_ Recent Iron Reduction in Tilled Soils (C6) _
Crayfish Burrows (C8)
Drift Deposits (133)
_ Thin Muck Surface (C7) _
Saturation Visible on Aerial Imagery (C9)
_ Algal Mat or Crust (134)
_ Other (Explain in Remarks) _
Stunted or Stressed Plants (D1)
_ Iron Deposits (135)
_
Geomorphic Position (D2)
_ Inundation Visible on Aerial Imagery
(137) _
Shallow Aquitard (D3)
Water -Stained Leaves (139)
_
Microtopographic Relief (D4)
Aquatic Fauna (1313)
_
FAC-Neutral Test (D5)
Field Observations:
Surface Water Present? Yes
No Depth (inches):
Water Table Present? Yes
No , Depth (inches):
Saturation Present? Yes
No-Y Depth (inches):
Wetland Hydrology Present? Yes No _
(includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
lndiwx� 6T�,
vvtftorl� kjdlwor ar6
voq
US Army Corps of Engineers Eastern Mountains and Piedmont — Version 2.0

VEGETATION (Four Strata) - Use scientific names of plants.
Sampling Point: ?�_ 1 4
Absolute Dominant Indicator
Tree Stratum (Plot size: �4- ) % Cover Species? Status
1. Curuu 4wn,(,l,N10 Sa N14,
2. NVf_y(,y1S �fi� GhG1,1Yii ��
3. �A I 1A —F0 0
4. 1Y1&ty\ nv) �lAIyi f'f-ti_ S N P'14W
7.
715 = Total Cover r
50% oft al cover: 20% of total cover:��l
Sapling/Shrub Stratum (Plot size: )
1. Garn►Y`.,�c iGPa�1w�e'AN�A �_ -'n` - 1 ii�1
2. prAv\,A( d t. Yb�lln�, a` _em u
5.
7
9.
�= Total Cover
50% of total cover:_ 20% of total cover: a L
Herb Stratum (Plot size:) f-k )
-q
-
2- k61A
7.
8.
11.
= Total Cover
50% of total cover: 20% of total cover: �. G
Woody Vine Stratum (Plot size: fi
1.
2.
3.
4.
5.
= Total Cover
50% of total cover: 20% of total cover:
rs here or on a separate sheet.)
Dominance Test worksheet:
Number of Dominant Species
That Are OBL, FACW, or FAC:
(A)
Total Number of Dominant
Species Across All Strata:
(B)
Percent of Dominant Species
7T�
Q
That Are OBL, FACW, or FAC:
V (A/B)
Prevalence Index worksheet:
Total % Cover of:
Multiply by:
OBL species
x 1 =
FACW species
x 2 =
FAC species
x 3 =
FACU species
x 4 =
UPL species
x 5 =
Column Totals:
(A) (B)
Prevalence Index = B/A =
Hydrophytic Vegetation Indicators:
_ 1 - Rapid Test for Hydrophytic Vegetation
2 - Dominance Test is >50%
_ 3 - Prevalence Index is 53.0'
4 - Morphological Adaptations' (Provide supporting
data in Remarks or on a separate sheet)
Problematic Hydrophytic Vegetation' (Explain)
'Indicators of hydric soil and wetland hydrology must
be present, unless disturbed or problematic.
Definitions of Four Vegetation Strata:
Tree — Woody plants, excluding vines, 3 in. (7.6 cm) or
more in diameter at breast height (DBH), regardless of
height.
Sapling/Shrub — Woody plants, excluding vines, less
than 3 in. DBH and greater than or equal to 3.28 ft (1
m) tall.
Herb — All herbaceous (non -woody) plants, regardless
of size, and woody plants less than 3.28 ft tall.
Woody vine — All woody vines greater than 3.28 ft in
Hydrophytic
Vegetation
Present? Yes No
6f 0 m I n q / 4 V, e �fa fo k i frip'-1 -A 0 r
US Army Corps of Engineers Eastern Mountains and Piedmont — Version 2.0

SOIL
Sampling Point: pp3"Vl���n
Profile Description: (Describe to the depth needed to document the indicator or
Depth Matrix Redox Features
(inches) Color (moist) % Color (moist) % Type, Loc Texture Remarks
OCR ah,,i r I* 100% d nA
'Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains. 2Location: PL=Pore Lininq, M=Matrix.
Hydric Soil Indicators:
Indicators for Problematic Hydric Soils3:
_ Histosol (Al)
_ Dark Surface (S7)
_ 2 cm Muck (A10) (MLRA 147)
_ Histic Epipedon (A2)
_ Polyvalue Below Surface (S8) (MLRA 147, 148)
_ Coast Prairie Redox (A16)
_ Black Histic (A3)
_ Thin Dark Surface (S9) (MLRA 147, 148)
(MLRA 147, 148)
Hydrogen Sulfide (A4)
_ Loamy Gleyed Matrix (F2)
_ Piedmont Floodplain Soils (F19)
_ Stratified Layers (A5)
_ Depleted Matrix (F3)
(MLRA 136, 147)
_ 2 cm Muck (A10) (LRR N)
_ Redox Dark Surface (F6)
_ Very Shallow Dark Surface (TF12)
Depleted Below Dark Surface (A11)
_ Depleted Dark Surface (F7)
_ Other (Explain in Remarks)
_ Thick Dark Surface (Al2)
_ Redox Depressions (F8)
_ Sandy Mucky Mineral (Si) (LRR N,
_ Iron -Manganese Masses (F12) (LRR N,
MLRA 147, 148)
MLRA 136)
_ Sandy Gleyed Matrix (S4)
_ Umbric Surface (F13) (MLRA 136, 122)
3Indicators of hydrophytic vegetation and
_ Sandy Redox (S5)
_ Piedmont Floodplain Soils (F19) (MLRA 148)
wetland hydrology must be present,
_ Stripped Matrix (S6)
_ Red Parent Material (F21) (MLRA 127, 147)
unless disturbed or problematic.
Restrictive Layer (if observed):
Type:
Depth (inches):
Hydric Soil Present? Yes No
�nd�cc�`�*� fir h�droc, Sail c�rc. jai P-
US Army Corps of Engineers Eastern Mountains and Piedmont — Version 2.0

7 �
-71
1 ,,yam
�1 ti
� l I

Anson Waste Management Facility August 10, 2016
Jurisdictional Delineation Report CWS Proiect No. 2016-4091
Photograph E. View of Wetland AA, facing northeast.
Photograph F. View of Wetland BB, facing southwest.
lll

Anson Waste Management Facility August 10, 2016
Jurisdictional Delineation Report CWS Proiect No. 2016-4091
1V

APPENDIX E
CULTURAL RESOURCES REPORT

Cultural Resources Literature Review of the
Anson County Regional Landfill Tract,
Anson County, North Carolina
Larry James, RPA
Brockington and Associates, Inc.
November 2020
Introduction
In October 2020, Brockington and Associates, Inc. (Brockington) completed a background literature review
of the Anson County Regional Landfill tract located in Anson County. Brockington conducted this review
for Civil & Environmental Consultants, Inc. on behalf of the landowner, Chambers Development
Company, Inc. Chambers is seeking background research to assess the status and location of all previously
recorded cultural resources on the Landfill tract in advance of a planned Phase 5 landfill expansion. A select
250-acre portion of the tract has been permitted by the US Army Corps of Engineers (USACE) for the
landfill development (Phases 1-5) and incorporates the project Area of Potential Effect (APE). Figure 1
presents the Anson County Regional Landfill APE and all cultural resources within a one -mile radius on
the 1970 Polkton, NC and the 1971 Russellville, NC US Geological Survey (USGS) quadrangle maps.
This information request was designed to identify all previously documented cultural resources and to
assess the potential for any historic properties to be impacted by the current expansion and future land use
of the landfill. We will also consider potential secondary impacts to known historic properties within a one -
mile buffer of the property. All work is conducted in compliance with Section 106 of the National Historic
Preservation Act as administered through regulatory programs of the NC State Historic Preservation Office
(SHPO) and USACE. This assessment was performed by Brockington personnel who meet or exceed the
Secretary of Interior's Professional Qualification Standards as per 36 CFR 61 for their position. All
background documents and site records were provided by the Research Center Collections Manager at the
Office of State Archaeology (OAR) in Raleigh, NC.
Brockington and Associates

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_Crop 31AN89
31AN83
31AN62 \ .
31AN90 r
J \, 31AN127
31AN61 ; 1:
`31AN60
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-
31AN91
y _ 31AN82
31AN76
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- r
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31AN88 ._ , s _
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31AN129
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31AN128 ; j ' 31AN132 1
4 Rfe J i 31AN125 �>
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Project APEJT N
1.0-Mile Study Area
YV
0 2,050 4:100 Feet
- L !
0 ` 600 1,200 Meters �
Copyrfght:G2013 National GeogA phic Society, A
Figure 1 The Anson County Regional Landfill APE and all cultural resources within a one -mile radius on the 1970 Polkton, NC
and the 1971 Russellville, NC US Geological Survey (USGS) quadrangle maps.
Brockington and Associates
2

Project Area Description
The Landfill tract consists of approximately 800 acres located at 375 Dozer Drive Polkton, North Carolina.
The 800-acre Landfill tract is bound by the drainages of Brown Creek and Pinch Gut Creek to the north,
west, and the east. The CSX railroad bounds the land to the south. The permit APE includes a select 250
acres within the 800-acre Landfill tract that is bound to the south by the CSX railroad, to the west by Boylin
Road, and to the north and east by Brown Creek. The Landfill tract is part of several neighboring tracts
owned by Chambers. Additional lands include several hundred acres south between CSX railroad and the
facility entrance at US Highway 74 and adjacent lands that extend along the eastside of the Pinch Gut Creek
drainage.
Previous Investigations
We examined the OAR state archaeological site files for all previously recorded archaeological and
architectural sites, historic properties, and previous investigations within a one -mile radius of the APE.
Previous investigations identified 26 archaeological sites and one cemetery within the one -mile study area.
A brief description of each investigation results is detailed below.
Between 1991 and 1992, Chambers contracted Garrow and Associates, Inc (Garrow) to conduct a cultural
resources survey of the Landfill tract. The Phase I investigation was conducted in two sections that include
the initial study of all lands above the CSX railroad and an addendum survey of additional acreages to the
south and west near US Highway 74 and Boylin Road, respectively. These studies identified a total of 19
archaeological sites (Gunn and Wilson 1992). Figure 2 presents a plan of the Phase I investigation
conducted by Garrow in 1991 and 1992.
Brockington and Associates

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Figure 2 A plan of the Phase I investigation conducted by Garrow in 1991 and 1992 (Gun and Wilson 1992)
Brockington and Associates
4

Of the 19 identified archaeological sites, 13 were recommended as unassessed for the National Register of
Historic Places (NRHP) and require additional work. The remaining six sites were recommended not
eligible for the NRHP and require no further management. The NC SHPO concurred with these
recommendations in a letter dated June 25, 1992. In a subsequent letter dated February 1, 1993, the NC
SHPO concurred with recommendations of three of the 13 unassessed sites (31AN82, 31AN130, 31AN133).
Sites 31AN82 and 31AN130 were determine not eligible. Site 31AN133 was determined eligible for the
NRHP. Table 1 presents a list of the previously identified cultural resources by Garrow and their NRHP
status.
Table 1 List of the previously identified cultural resources by Garrow between 1991 and 1992 and their current NRHP status.
Resource
NRHP Status -Phase I
NRHP Status -Phase II
Management Considerations
31AN60
Unassessed; Requires
Eligible; Preserve or Data
Undertook data recovery investigation
Additional Work
Recovery
(Millis 1999). No further management.
31AN61
Unassessed; Requires
Not Eligible; No Further
Additional Work
Management
31AN62
Unassessed; Requires
Loci A and C Not Eligible; No
Locus B requires additional work
Additional Work
Further Management
31AN63
Unassessed; Requires
No Action Taken
Currently Preserve in Place
Additional Work
31AN64
Unassessed; Requires
Not Eligible; No Further
Additional Work
Management
31AN75
Unassessed; Requires
No Action Taken
Currently Preserved in Place
Additional Work
31AN76
Unassessed; Requires
Not Eligible; No Further
Additional Work
Management
31AN82
Not Eligible; No Further
Management
31AN83
Unassessed; Requires
Not Eligible; No Further
Additional Work
Management
31AN124
Not Eligible; No Further
Management
31AN125
Unassessed; Requires
No Action Taken
Currently Preserved in Place
Additional Work
31AN126
Unassessed; Requires
No Action Taken
Currently Preserved in Place
Additional Work
31AN127
Unassessed; Requires
Not Eligible; No Further
Additional Work
Management
31AN128
Not Eligible; No Further
Management
31AN129
Unassessed; Requires
No Action Taken
Currently Preserved in Place
Additional Work
31AN130
Not Eligible; No Further
Management
31AN131
Not Eligible; No Further
Management
31AN132
Not Eligible; No Further
Management
31AN133
Unassessed; Requires
Eligible; Preserve or Data
Currently Preserved in Place
Additional Work
Recovery
Brockington and Associates
5

Also, in 1991, at the same time of the Garrow surveys, an amateur archaeologist named Larry Guisewhite
performed a pedestrian survey across a select portion of the Chambers landholdings. His inspection of the
eastern limits of the Landfill tract and the ridgetops around the Pinch Gut Creek drainage documented
seven archaeological sites (Guisewhite 1991). Five of the seven sites are found on the eastern side of the
Landfill tract, and two are located on the opposing side of the Pinch Gut Creek (see Figures 1 and 3). All
seven sites were recommended for additional work and are unassessed for the NHRP. Table 2 presents a list
of the previously identified cultural resources by Mr. Guisewhite. According to OAR site files, these sites
have not been formally reviewed by the NC SHPO. Figure 3 presents an aerial view of the Chambers
landholdings and all previously recorded cultural resources within the Landfill tract.
Table 2 A list of the previously identified cultural resources by Guisewhite in 1991 and their current NRHP status.
Resource
NRHP Status -Phase I
NRHP Status -Phase 11
Notes
31AN85
Unassessed; Requires Additional Work
No Action Taken
Currently Preserved in Place
31AN86
Unassessed; Requires Additional Work
No Action Taken
Currently Preserved in Place
31AN87
Unassessed; Requires Additional Work
No Action Taken
Currently Preserved in Place
31AN88
Unassessed; Requires Additional Work
No Action Taken
Currently Preserved in Place
31AN89
Unassessed; Requires Additional Work
No Action Taken
Currently Preserved in Place
31AN90
Unassessed; Requires Additional Work
No Action Taken
Currently Preserved in Place
31AN91
Unassessed; Requires Additional Work
No Action Taken
Currently Preserved in Place
Brockington and Associates

Figure 3 An aerial view of the Chambers landholdings and all previously recorded cultural resources located
on the Landfill tract property.
Brockington and Associates

Between 1993 and 1995, Chambers contracted Garrow to conducted Phase II NRHP evaluative testing at
seven of the 13 unassessed sites found during the 1991 and 1992 survey (Guan 1992; Webb 1995). Of these
seven sites, one was recommended eligible for the NRHP (31AN60), and six were determined not eligible
(31AN61, 31AN62 [Loci A/C], 31AN64, 31AN76, 31AN83, 31AN127) (see Table 1). An area of interest,
identified as Locus B, of 31AN62 was not tested.
The NC SHPO concurred with these recommendations in letters dated January 11, 1993 and June 21, 1995.
Based upon this concurrence, Chambers and Garrow drafted a Memorandum of Agreement (MOA)
regarding a mitigation plan for eligible Site 31AN60. A preservation plan was initiated for 31AN133 and
the remaining six unassessed sites (31AN62-Locus B, 31AN63, 31AN75, 31AN125, 31AN126, and
31AN129). The NC SHPO recommended further consultation for the MOA between the USACE, the NC
SHPO, and Chambers. The Final MOA was not available at the time of this letter report.
In 1997, the NC SHPO and USACE approved a treatment plan for 31AN60 (see letters dated October 9,
1997 and October 21, 1997) (Millis 1999). Data recovery was conducted by Garrow in order to mitigate the
adverse effects to 31AN60. This work was finalized in a technical report by Garrow (Millis 1999).
Summary and Management Recommendations
Based upon our research, the Anson County Regional Landfill tract contains 24 archaeological sites and
one cemetery. Our investigation shows 17 of the 24 archaeological sites are not eligible and require no
additional management (see Table 1). These sites are found within the APE and throughout the eastern,
northern, and southern portions of the Landfill tract (see Figures 1, 2, and 3). Our investigation also found
that the tract contains two eligible sites (31AN60 and 31AN133). Data recovery investigations were
undertaken at 31AN60 in 1999. This site has been fully mitigated and requires no further management. Site
31N133 is preserved -in -place and is located outside the APE. Our study shows that seven unassessed sites
(31AN62-Locus B, 31AN63, 31AN75, 31AN88, 31AN125, 31AN126, and 31AN129) remain on the Landfill
tract. These sites are preserved -in -place and are located on the far eastern portion of the tract. With the
exception of the western half of 31AN75, these sites are situated outside the project APE. Sites outside the
Landfill tract and within the study area include two unassessed sites (38AN85 and 38AN86). These sites lie
on the opposing property ridgetops and are well outside of the APE. Figure 4 presents the location of
previously recorded sites located within and near the Anson County Regional Landfill APE on a recent
construction map.
Our study found one cemetery in the southeastern portion of the Landfill tract. The cemetery is known as
the Richmond-Sturdivant family graveyard. According to findagrave.com (2020), the cemetery has three
documented headstones that belong to Mary Hays Allred (1737 to 1792), Annie Belle Sturdivant Ledbetter
(1909 to 1972), and Bessie May Sturdivant Conrad (1909 to 1973). The Richmond-Sturdivant cemetery was
not recorded during the Garrow survey and is currently unassessed for the NRHP. The cemetery is
protected from disturbance and desecration under North Carolina state law (G.S. 14-148 and G.S. 14-149).
Brockington and Associates
8

m
1
v
Figure 4 The location of all previously recorded sites in and near the Anson County Regional Landfill APE
on a recent construction map.
Brockington and Associates
9

In conclusion, our investigation shows there are no significant archaeological sites within the planned Phase
5 landfill expansion. The proposed undertaking for the planned Phase 5 landfill expansion will have no
effect to historic properties. Regarding cultural resources outside the project area, Brockington
recommends maintaining a 100-foot no ground disturbance buffer around NRHP-eligible 31AN133 and
the Richmond-Sturdivant cemetery to better ensure their protection. We also recommend conducting
additional testing of the western half of 31AN75 located in the northeastern portion of the APE. Additional
work of this site may be warranted to provide an assessment of its NRHP eligibility and to eliminate the
potential threat from future disturbance by the ongoing borrowing and ground disturbance of the eastern
section of the APE. Additional work should also be considered for the six remaining unassessed cultural
resources (31AN62-Locus B, 31AN63, 31AN88, 31AN125, 31AN126, and 31AN129) located on the
southeastern portion of the Landfill tract.
References Cited
Find A Grave.com
2020 https://www.findagrave.com/cemetery/48568/richmond-sturdivant-cemetery, accessed
October 31, 2020.
Guan, Gary X.
1992 Phase II Testing of Five Sites at the Anson County Regional Landfill Site, Anson County,
NC. Garrow and Associates, Inc. Raleigh. Submitted to Chambers of North Carolina,
Smyrna, GA.
Guisewhite, Larry
1991 38AN85, 38AN86, 31AN87, 31AN88, 31AN89, 31AN90, and 31AN91. North
Carolina Archaeological Site Forms, Office of Archaeology, Raleigh.
Gunn, Joel D. and Kathy J. Wilson
1992 Phase I Archaeological Investigation of the Anson County Regional Landfill, Anson County,
North Carolina. Garrow and Associates, Inc. Raleigh. Submitted to Chambers of North Carolina,
Smyrna, GA.
Millis, Tracey
1999 Archaeological Data Recovery Excavations at the Spring Site (31AN60), Anson County,
North Carolina. Garrow and Associates, Inc. Raleigh. Submitted to Chambers of North
Carolina, Smyrna, GA.
United States Geological Survey (USGS)
1970 Polkton, NC topographic quadrangle.
1971 Russellville, NC topographic quadrangle.
Brockington and Associates
10

Webb, Paul A.
1995 Phase II Testing of Archaeological Sites 31AN62 and 31AN83 at the Anson Regional Landfill
site, Anson County, North Carolina. Garrow and Associates, Inc. Raleigh. Submitted to Chambers
of North Carolina, Smyrna, GA.
Brockington and Associates
11

APPENDIX F
PROTECTED SPECIES ASSESSMENT REPORT

CAROLINA *TLAND SERVICES, INC.
550 E. Westin house Blvd.
Charlotte, NC 28273
704-527-1177 (office)
704-527-1133 (fax)
August 10, 2016
Mr. Nathan T. Bivins, PE
CEC, Inc.
1900 Center Park Drive, Suite A
Charlotte, North Carolina 28217
Subject: Protected Species Assessment Report
Anson Waste Management Facility
Anson County, North Carolina
CWS Project No. 2016-4091
Dear Mr. Bivins,
Civil and Environmental Consultants, Inc. has contracted Carolina Wetland Services, Inc. (CWS) to provide a
protected species assessment for the Anson Waste Management Facility site. The Anson Waste
Management Facility site is approximately 286 acres in extent and is located at 375 Dozer Drive in
Anson County, North Carolina (Figure 1, attached).
Literature Search
To determine which protected species are listed as occurring or potentially occurring at Anson Waste
Management Facility site, CWS consulted the North Carolina Natural Heritage Program (NCNHP)
Rare, Threatened, and Endangered Species Inventory database for the USGS Polkton, North Carolina
topographic quadrangle'. The United States Fish and Wildlife Service's (USFWS) North Carolina
Distribution Records of Endangered, Threatened, Candidate and Species of Concern list for Gaston
County2 was also consulted. The NCNHP database lists Schweinitz's sunflower (Helianthus
schweinitzii), red -cockaded woodpecker (Picoides borealis [historical record]) and shortnose strurgeon
(Acipenser brevirostum [historical record]) as potentially occurring in Anson County. The NCNHP
database does not list any federally listed species as occurring within the USGS Polkton quadrangle.
The USFWS database also lists Schweinitz's sunflower and the red -cockaded woodpecker as potentially
occurring in Anson County (Table 1, next page). Table 2 (next page) summarizes the status listing
definitions.
CWS performed a data review using the North Carolina Natural Heritage Program (NCNHP) Data
Explorer' on August 1, 2016 to determine if any record occurrences of federally -listed, candidate
endangered, threatened species, or critical habitat are located within the project area. Based on this
review, there are no current records of federally -protected species within the project limits or within a
mile of the project site. A copy of the data review report is attached.
North Carolina Natural Heritage Program Online Database Search. Accessed August 1, 2016. Department of Environment and Natural
Resources, Office of Land and Water Stewardship, Raleigh, NC. www.ncnhp.org.
2 United States Fish and Wildlife Service. Accessed August 1, 2016. Endangered Species Online Database Search, Endangered Species
Department, Southeast Division, Atlanta, GA. http://www.fws.gov/endangered/.
'North Carolina Natural Heritage Data Explorer. Accessed August 1, 2016. https://ncnhde.natureserve.org/.
NORTH CAROLINA* SOUTH CAROLINA
WWW.CWS-INC.NET

Anson Waste Management Facility Site August 10, 2016
Protected Species Assessment Report CWS Proiect No. 2016-4091
Table 1. A list of federally -protected species potentially occurring within the Anson Waste Management
Facility site, Anson County, NC.
Major
Scientific Name
Common
Status
Habitat
Source
Group
Name
Along roadsides, old pastures,
Plant
Helianthus
Schweinitz's
E
transmission line right-of-ways,
USFWS 2016
schwinitzii
sunflower
open areas, maintained habitat,
NCNHP 2016
ecotones.
Picoides
Red -cockaded
Mature pine forests, specifically
USFWS 2016
Animal
borealis
woodpecker
E
those with longleaf pines and
NCNHP 2016
loblolly pines
Large riverine systems and coastal
Animal
Acipenser
Shortnose
E
waters along the Atlantic coast from
NCNHP 2016
brevirostum
sturgeon
southern Canada to northeastern
Florida
Table 2. Endangered Species Act Listing Definitions
Code
Status Ah
1 Definition
E
Endangered
A taxon "in danger of extinction throughout all or a significant portion of its range."
T
Threatened
A taxon "likely to become endangered within the foreseeable future throughout all
or a significant portion of its range."
C
Candidate
A taxon under consideration for official listing for which there is sufficient
information to support listing. (Formerly "C1" candidatespecies.)
BGPA
Protected
Bald and Golden Eagle Protection Act. See below.
Federal
A species under consideration for listing, for which there is insufficient information
FSC
species of
to support listing at this time. These species may or may not be listed in the future,
concern.
and many of thesespecies were formerly recognized as "C2" candidatespecies.
Threatened
due to
A taxon that is threatened due to similarity of appearance with another listed species
T(S/A)
similarity of
and is listed for its protection. Taxa listed as T(S/A) are not biologically endangered
or threatened and are not subject to Section 7 consultation.
appearance
A taxon listed as experimental (either essential or nonessential). Experimental,
EXP
Experimental
nonessential populations of endangered species (e.g., red wolf) are treated as
population
threatened species on public land, for consultation purposes, and as species
proposed for listing on private land.
P
Proposed
Taxa proposed for official listing as endangered or threatened will be noted as "PE"
or "PT", respectively.
Field Survey
CWS scientists Kaitlin McCulloch, Wetland Professional in Training (WPIT), and Kelly Thames,
Professional Wetland Scientist (PWS), conducted a pedestrian survey of the project area on August 2,
2016. Identification references for vegetation include Schafale and Weakley's Third Approximation for
Natural Communities of North Carolina (1990)4 and Weakley (2015)5 for plant species. Identification
references for animals include Stokes (1996)6 for bird species and Menhinick (199If for fish species.
Transects were assessed along the areas identified as potential habitat, as applicable, for potentially
occurring federally -protected species.
° Schafale, M.P., and A.S. Weakley. 1990. Classification of the Natural Communities of North Carolina, Third Approximation.
http://ww.namethatplant.net/PDFs/class.pdf.
s Weakley, A.S. 2015. Flora of the Southern and Mid -Atlantic States. http://www.herbarium.unc.edu/flora.htm.
a Stokes, D. and L. Stokes. 1995. Stokes Field Guide to Birds: Eastern Region. First Edition.
Menhinick, E.F. 1991. The Freshwater Fishes of North Carolina. North Carolina Wildlife Resource Commission; Raleigh, North Carolina.

Anson Waste Management Facility Site August 10, 2016
Protected Species Assessment Report CWS Proiect No. 2016-4091
Results
The project area consists of an active landfill and forested areas (Figure 2, attached). The vegetation
communities present on site consist of dry oak -hickory forest with pine stands and maintained/disturbed
vegetation within the cleared areas (Photographs A and B [Figure 2, attached]). Typical on -site vegetation in
the dry oak -hickory forest consists of swamp chestnut oak (Quercus michauxii), willow oak (Quercus
phellos), post oak (Quercus stellata), mockernut hickory (Carya tomentosa), loblolly pine (Pious
taeda), black gum (Nyssa sylvatica), black cherry (Prunus serotina), red maple (Acer rubrum),
sweetgum (Liquidambar styraciflua), flowering dogwood (Cornus florida) and Christmas fern
(Polystichum acrostichoides). Typical vegetation in the disturbed/maintained areas consists of dog
fennel (Eupatorium capillifolium), sawtooth blackberry (Rubus argutus), tall goldenrod (Solidago
altissima), lespedeza (Lespedeza culneata), and Johnson grass (Sorghum halepense).
Prior to the field work, CWS scientists visited a known population of Helianthus schweinitzii on August 1,
2016 to determine the condition of its stem, leaves, and flowers. Based on the site visit, the
aboveground plant parts are identifiable and flower heads are forming. No species of Helianthus were
observed within the project area during the field investigation.
Schweinitz's sunflower (Helianthus schweinitzii) — No Effect
Schweinitz's sunflower is a perennial herb with yellow rays and yellow centers. They can reach heights
of five feet. Populations are limited to the piedmont of North and South Carolina. It has been listed as
an Endangered species under the ESA since 1991'. The typical habitat for this plant includes roadsides,
old pastures, transmission line right-of-ways, open areas, either natural or human -maintained habitats, or
edges of upland woods. Major characteristics of soils associated with suitable Schweinitz's sunflower
habitat include thin soils, soils on upland interstream flats or gentle slopes, those which are clayey in
texture (and often with substantial rock fragments), those which have a high shrinkage swell capacity,
and those which vary over the course of the year from very wet to very dry. Based on past aerial images
of the site, the site was clear-cut around 1995, thus making the current vegetation structure around 20
years old. Based on the site visit, there is no suitable habitat for the Schweinitz's sunflower within the
Anson Waste Management Facility project limits. Vegetation throughout the whole site has
experienced severe disturbance due to clear -cutting and ongoing fill and construction. Current
vegetation within the cleared areas consists of dog fennel, sawtooth blackberry, tall goldenrod, and
Johnson grass. Additionally, no Helianthus spp. were observed during the field assessment on August
2, 2016. Therefore, the habitat for Schweinitz's sunflower does not exist within the project limits
and the proposed project will have no effect on this species.
Red -Cockaded woodpecker (Picoides borealis) — No Effect
The red -cockaded woodpecker is a small black and white woodpecker that is approximately 22
centimeters in length. Red -cockaded woodpeckers prefer mature pine forests with longleaf pines (Pious
palustris) and loblolly pines (Pious taeda) that range in age from 70 to 120 years old. Typically, red -
cockaded woodpeckers live in groups that included a breeding pair and up to four helpers. To support
the group's foraging and nesting habitat ranges, each group requires about 200 acres of old pine forest.'
Due to the need for timber and agricultural land during the late 1800s to mid- 1900s, the red -cockaded
woodpecker's habitat availability declined rapidly, which has resulted in it being listed as Endangered
under the ESA since 197010. Today, it is estimated that about 15,000 birds remain from Florida to
$ United States Fish and Wildlife Services. 1991. Endangered and Threatened Wildlife and Plants; Helianthus schweinitzii (Schweinitz's
sunflower) Determined to be Endangered. http://ecos.fws.gov/docs/federal_ register/frl852.pdf.
9 United States Fish and Wildlife Services. 2008. Red -cockaded Woodpecker (Picoides borealis). http://www.fws.gov/endangered/esa
library/pdf/woodpecker.pdf
° Federal Register. 1970. Title 50 Wildlife and Fisheries. 35:16047-16048. http://ecos.fws.gov/docs/federal_ register/fr27.pdf

Anson Waste Management Facility Site August 10, 2016
Protected Species Assessment Report CWS Proiect No. 2016-4091
Virginia and in parts of Oklahoma and Texas." Based on past aerial images of the site, the site was
clear-cut around 1995, thus making the current vegetation structure around 20 years old. Based on the
pedestrian survey within the project limits, no longleaf pines were observed within the project limits.
There were loblolly pines within the project limits, however, the loblolly pines were too young and too
sparse to support a population of red -cockaded woodpeckers. Therefore, the habitat for the red -
cockaded woodpecker does not exist within the project limits and this project will have no effect
on this species.
Shortnose Sturgeon Acipenser brevirostrum) — No Effect
The shortnose sturgeon is a bony fish that can weigh up to 50 pounds and grow up to four feet long.
They are typically long-lived fish (average of 30 years) that inhabit lower sections of large rivers and
coastal waters along the Atlantic coast 12. They spend most of the year in brackish or salt water and
move into to fresh water only to spawn. It has been listed as an Endangered species since 1967. As this
project occurs in the western portion of Anson County in the Piedmont region of North Carolina and no
large riverine systems or brackish or salt water habitats exist within the project limits, there is no
suitable habitat for the shortnose sturgeon. Therefore, the habitat for the shortnose sturgeon does
not exist within the project limits and this project will have no effect on this species.
Determinations
Based on the literature search and the results of the on -site assessment for federally -protected
endangered, threatened, and candidate species, it has been determined that there was no suitable habitat
for Schweinitz's sunflower, red -cockaded woodpecker, and shortnose sturgeon within the project limits.
In addition, no individual species were observed; therefore, this project will have no effect on
Schweinitz's sunflower, red -cockaded woodpecker, or the shortnose sturgeon.
Please do not hesitate to contact Gregg Antemann at [phone] or [e-mail] should you
have any questions or comments regarding these findings.
Sincerely,
Z7__� C_ 74U�_
Gregg Antemann, PWS
Principal Scientist
Attachments: Figure 1. USGS Site Location Map
Figure 2. Aerial Imagery Map; Photographs A-B
NCNHP Data Review Report
Kaitlin McCulloch, WPIT
Staff Scientist II
The Nature Conservancy. Accessed 2016. Red -Cockaded Woodpecker.
http://www.nature.org/ourinitiatives/regions/northamerica/unitedstates/mississippi/explore/red-cockaded-woodpecker-species-profile.xml
12 National Oceanic and Atmospheric Administration (NOAA). 2015. Shortnose Sturgeon (Acipenser brevirostrum).
http://www.fisheries.noaa.gov/pr/species/fish/shortnose-sturgeon.html.
91

U.\2016\CWS\2016 Projects\2016-4091 Anson Waste Management FacHiry\ArcGIS\Figure 1_USGS.mxd

A
y" Legend
Project Limits (286 ac.)
Roads
Parcels
900 450 0 900 Feet
REFERENCE: BACKGROUND AERIAL IMAGERY PROVIDED BY NCONE MAP, DATED 2015.
BACKGROUND GIS LAYER(S) PROVIDED BY ANSON COUNTY GIS DEPARTMENT, DATED 2016.
ALE: DATE:
1 inch = 900 feet 8/3/2016 Aerial Imagery Map FIGURE NO.
NS PROJECT NO: DRAWN By.
2016-4091 KJM Anson Waste Management Facility
Is
APPLICANT NO: CHECKED BY: C A R O L I N A Anson County, North Carolina 2
I-KMT WETLAN p SERVICES. CWS Project No. 2016-4091 /
U:\2016\CWS\2016 Projects\2016-4091 Anson Waste Management FacHiry\PETS\ArcGIS\Fignre 2_Aerial.mxd

PAT 11cCRORY
mrpwr
SUSA':%- KLUTZ
callslmu Rescoun =
NCNHDE-1986
August 1, 2016
Kaitlin McCulloch
Carolina Wetlands Inc
550 East Westinghouse Blvd
Charlotte, NC 28273
RE: Anson Waste Management Facility; 2016-4091
Dear Kaitlin McCulloch:
The North Carolina Natural Heritage Program (NCNHP) appreciates the opportunity to provide information
about natural heritage resources for the project referenced above.
A query of the NCNHP database indicates that there are records for rare species, important natural
communities, natural areas, or conservation/managed areas within the proposed project boundary. These
results are presented in the attached `Documented Occurrences' tables and map.
The attached `Potential Occurrences' table summarizes rare species and natural communities that have been
documented within a one -mile radius of the property boundary. The proximity of these records suggests that
these natural heritage elements may potentially be present in the project area if suitable habitat exists and is
included for reference. Tables of natural areas and conservation/managed area within a one -mile radius of the
project area, if any, are also included in this report.
Please note that natural heritage element data are maintained for the purposes of conservation planning, project
review, and scientific research, and are not intended for use as the primary criteria for regulatory decisions.
Information provided by the NCNHP database may not be published without prior written notification to the
NCNHP, and the NCNHP must be credited as an information source in these publications. Maps of NCNHP
data may not be redistributed without permission.
Also please note that the NC Natural Heritage Program may follow this letter with additional correspondence if a
Dedicated Nature Preserve (DNP), Registered Heritage Area (RHA), Clean Water Management Trust Fund
(CWMTF) easement, or an occurrence of a Federally -listed species is documented near the project area.
If you have questions regarding the information provided in this letter or need additional assistance, please
contact Suzanne Mason at suzanne.mason(c�r�ncdcr.gov or 919.707.8637.
Sincerely,
NC Natural Heritage Program
c lothing ompares
MAR ofNork Cantina I Deparummt oftimmal and Cblual R.es=Bs
109 East J®es Street I RaleigbND2701
919407-730D

Natural Heritage Element Occurrences, Natural Areas, and Managed Areas Intersecting the Project Area
Anson Waste Management Facility
Project No. 2016-4091
August 1, 2016
NCNHDE-1986
Element Occurrences Documented Within Project Area
Taxonomic EO ID Scientific Name Common Name
Last
Element Accuracy Federal
State
Group
Observation
Occurrence Status
Status
Date
Rank
Freshwater 27819 Villosa delumbis Eastern Creekshell
2003-09-05
E 3-Medium ---
Significantly
Bivalve
Rare
Natural 3106 Piedmont Levee Forest ---
1998
B 3-Medium ---
---
Community (Typic Subtype)
Natural Areas Documented Within Project Area
Site Name Representational Rating
Upper Brown Creek Swamp R3 (High)
No Managed Areas Documented within the Project Area
Collective Rating
C4 (Moderate)
Global State
Rank Rank
G4 S4
G3G4 S3S4
Definitions and an explanation of status designations and codes can be found at https://ncnhde.natureserve.org/content/help. Data query generated on August 1, 2016; source: NCNHP, Q2 June 2016. Please resubmit your
information request if more than one year elapses before project initiation as new information is continually added to the NCNHP database.
Page 2 of 5

Natural Heritage Element Occurrences, Natural Areas, and Managed Areas Within a One -mile Radius of the Project Area
Anson Waste Management Facility
Project No. 2016-4091
August 1, 2016
NCNHDE-1986
Element Occurrences Documented Within a One -mile Radius of the Project Area
Taxonomic
EO ID
Scientific Name
Common Name
Last
Element
Group
Observation
Occurrence
Date
Rank
Dragonfly or
33735
Somatochlora georgiana
Coppery Emerald
2004-Pre
H?
Damselfly
Freshwater
34153
Lampsilis sp. 2
Chameleon Lampmussel
2003-09-05
E
Bivalve
Freshwater
6410
Strophitus undulatus
Creeper
2003-05-12
E
Bivalve
Freshwater
27819
Villosa delumbis
Eastern Creekshell
2003-09-05
E
Bivalve
Natural
10654
Floodplain Pool
---
2009-10-01
A?
Community
Natural
13368
Piedmont Bottomland
---
2009-10-01
BC
Community
Forest (Typic Low
Subtype)
Natural
3106
Piedmont Levee Forest
---
1998
B
Community
(Typic Subtype)
Natural
16334
Piedmont Swamp Forest
---
1998
B?
Community
Natural
16196
Piedmont/Mountain
---
2009-10-01
A
Community
Semipermanent
Impoundment (Open
Water Subtype)
Natural
30592
Piedmont/Mountain
---
2009-10-01
A
Community
Semipermanent
Impoundment (Piedmont
Marsh Subtype)
Natural
30593
Piedmont/Mountain
---
2009-10-01
A
Community
Semipermanent
Impoundment (Shrub
Subtype)
Accuracy Federal
Status
5-Very ---
Low
3-Medium ---
3-Medium ---
3-Medium ---
3-Medium ---
4-Low ---
3-Medium
4-Low
3-Medium
3-Medium
3-Medium
State
Global
State
Status
Rank
Rank
Significantly
G3G4
S2?
Rare
Significantly
G1
S2
Rare
Threatened
G5
S3
Significantly
G4
S4
Rare
---
G3
S2
---
G2?
S2
--- --- G3G4 S3S4
--- --- G3G4 S2
--- --- G4G5 S4
--- --- G4? S4
--- G4 S4
Page 3 of 5

Element Occurrences Documented Within a One -mile Radius of the Project Area
Taxonomic EO ID Scientific Name
Common Name Last
Element Accuracy Federal
State Global State
Group
Observation
Occurrence Status
Status Rank Rank
Date
Rank
Vascular Plant 23071 Helianthus laevigatus
Smooth Sunflower 2002-09-30
D? 2-High ---
Special G4 S3
Concern
Vulnerable
Natural Areas Documented Within a One -mile Radius of the Project Area
Site Name
Representational Rating
Collective Rating
Upper Brown Creek Swamp
R3 (High)
C4 (Moderate)
No Managed Areas are Documented Within a One -mile Radius of the Project Area
Definitions and an explanation of status designations and codes can be found at https://ncnhde.natureserve.org/content/help. Data query generated on August 1, 2016; source: NCNHP, Q2 June 2016. Please resubmit your
information request if more than one year elapses before project initiation as new information is continually added to the NCNHP database.
Page 4 of 5

August 1, 2016
❑ Project Boundary
❑ Buffered Project Boundary
EJ NH Natural Area (NH NA)
NCNHDE-1986: Anson Waste Management Facility
1:29,659
0 0.25 0.5 1 mi
0 0.4 08 1.6km
Sources: Ean, HERE, QeLorm9, InI.—p, increment P Conp., GESCO, USGS.
PAO. NPS, NRCAN, GeoBase, IC,GN, Kadas[er NL. Ordnance Survey, Esri ,L pan.
METI_ Esri China (Hong Kong). swisstoW. Mapmylndia, ® Op, n r¢ jlvlap
mnln6lAors, and the GIs Vser Communny
Page 5 of 5

APPENDIX G
GOVERNMENT APPROVALS

ORDINANCE GRANTING SANITARY LANDFILL FRANCHISE
WHEREAS, G.S. §153A-136(a)(3) authorizes counties to regulate the disposal and other
disposition of solid wastes by granting franchises to one or more persons for the exclusive right
to commercially dispose of solid wastes within the county; and
WHEREAS, G.S. §130A-294, as amended in 1994, requires that an applicant for a
sanitary landfill permit from the State shall obtain a franchise for the operation of the landfill
from the local government having jurisdiction over the land on which the landfill is to be located;
and
WHEREAS, Anson County has previously entered into an Agreement (the "Agreement")
dated June 4, 1991, with Chambers Development of North Carolina, Inc. ("Chambers")
pertaining to a proposed sanitary landfill to be located in Anson County; and
WHEREAS, pursuant to the Agreement, Chambers has (i) applied for and received from
the North Carolina Department of Environmental Quality (DEQ), a Notice of Site Suitability
dated January 30, 1996 (the "Notice") for a sanitary landfill on a tract of land in Anson County,
and (ii) requested that Anson County grant an exclusive franchise for construction and operation
of the proposed landfill at the site described in the Notice (the "Landfill Site"); and
WHEREAS, the sanitary landfill will be modified to consist of five phases with a total
disposal area of approximately 210 acres.

WHEREAS, the Board of County Commissioners conducted public hearings prior to its
approval of the Agreement in 1991 and subsequent public hearings for each Agreement and has
conducted a further public hearing on November 18, 1996, prior to considering the adoption of
this ordinance and has conducted a further public meeting on November 7, 2017, prior to
considering adoption of this revised ordinance; and
WHEREAS, in response to issues raised during the public hearing, the Board has
requested and received from Chambers written clarifications and assurances concernin
Chambers' obligations with respect to the Landfill; and
WHEREAS, the Board has determined that it is in the best interests of the residents and
businesses of the County that an ordinance be adopted granting a franchise to Chambers for the
construction and operation of a sanitary landfill at the Landfill Site, in accordance with all of the
terms and conditions set forth in the Agreement and this Ordinance;
BE IT, THEREFORE, ORDAINED AS FOLLOWS:
Section One
A. This Ordinance is enacted pursuant to G.S. §153A-136 and §130A-294, to
promote and protect the health, safety and welfare of the people of Anson County; and the Board
finds that the provisions of this ordinance will encourage the establishment of a secure, safe, and
economical system of solid waste disposal in the County, in compliance with all applicable state
and Federal laws and regulations.

B. The Code of Ordinances of Anson County, North Carolina, is hereby amended to
grant Chambers an exclusive franchise (the "Franchise") for the operation of a sanitary landfill at
the Landfill Site upon the terms and conditions set forth in (i) the Agreement, which is
incorporated herein by reference, (ii) any permits issued by DEQ for construction and operation
of the landfill, and (iii) this Ordinance.
C. In the event of any conflict between the terms or conditions in the Agreement and
any permit issued by DEQ, the more restrictive term or condition shall govern.
D. The Franchise shall be for the life -of -site of the Landfill, unless terminated or
extended in accordance with both the Agreement and applicable law.
E. The sanitary landfill shall serve the following populations and geographic areas in
accordance with the following priorities:
1. Residents, commercial businesses, industry, and establishments located in
Anson County, including those located in towns and cities within the County;
2. Residents, commercial businesses, industry, and establishments located in
towns, cities and counties surrounding Anson County; and
3. Residents, commercial businesses, industry, and establishments located in
other towns, cities and counties within North Carolina and South Carolina
with an estimated population of 15.11 million people.

CERTIFICATE OF APPROVAL
This certifies that, following a public hearing duly conducted on November 18, 1996, this
Ordinance was approved at two regular meetings of the Anson County Board of Commissioners,
as follows:
A. At the February 4, 1997, regular session, upon motion of Commissioner Little,
seconded by Commissioner Thacker the foregoing Ordinance passed by the following
vote:
Ayes: 5 Noes: 2
B. At the March 5, 1997, regular session, upon motion of Commissioner Little,
seconded by Commissioner Thacker the foregoing Ordinance passed by the following vote:
Ayes: 5 Noes: 2
This the 5 day of March, 1997.
ANSON COUNTY BOARD OF COMMISSIONERS
Lin
Ross Streater, Chairman
Attest:
Bonnie M. Huntley, Clerk to the Board
Approved as to form:
George C. Bower, Jr., County Attorney
Robert C. Sink, Special Counsel

At the March 6, 2018, regular session, upon motion of Commissioner
seconded by Commissioner SouY 6 ; the foregoing Ordinance passed by the following
vote:
Ayes: I Noes: I
This the 6 day of Mai•ch 2018.
ANSON COUNTY BOARD OF COMMISSIONERS
By: �G•wc.e-r,.
���aI I, Baucom, Chairman
Attest:
Denise Cannon, Clerk to the Board
A e a fo
Scott Forbes, County Attorney
PM

APPENDIX H
NCDOT CERTIFICATION ON HIGHWAY TRAFFIC

Brinkley, Pamela
From: Preslar, Travis J <[e-mail]>
Sent: Friday, October 30, 2020 7:36 PM
To: Weltner, Robert C; Schaefer, Carl
Cc: Brinkley, Pamela; Brock, Stanley G
Subject: RE: [External] Anson County Landfill Expansion Traffic Study - 165-276
Carl,
I will not be requiring a new driveway permit or any roadway improvements from your expansion. This is based on your
statement that the tonnage per day and vehicular traffic is not going to change. Based on your description of the
expansion it is just to prepare for future capacity as your existing capacity is exhausted.
Please let me know if you need further documentation. I don't know that I can write a letter stating that there will not
be anymore traffic generated because that information comes from you. I can only state that I would not require any
roadway improvements based on your testimony that no additional traffic volume will be generated.
Regards,
Travis Preslar, P.E.
Division 10 - District 3 Engineer
North Carolina Department of Transportation
704 218 5100 office
704 292 1800 fax
TJPreslar(@ncdot.gov
130 South Sutherland Avenue
Monroe, NC 28112
r••ti w5.it{
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: Weltner, Robert C <[e-mail]>
Sent: Wednesday, October 28, 2020 11:52 AM
To: Schaefer, Carl <[e-mail]>
Cc: Brinkley, Pamela <[e-mail]>; Brock, Stanley G <[e-mail]>; Preslar, Travis J
<[e-mail]>
Subject: RE: [External] Anson County Landfill Expansion Traffic Study - 165-276
Carl,
I can't provide you the requested letter. I have copied Travis Preslar in this email, He is the District Engineer. I think he
may be best to help you with the traffic study and letter.
Let me know if I can be of any further assistance.

Thank You,
Robert Weltner
Engineering Technician II
Division 10 - District 3
North Carolina Dept of Transportation
704-218-5100 — Office
[e-mail]
From: Schaefer, Carl <[e-mail]>
Sent: Wednesday, October 28, 2020 11:29 AM
To: Weltner, Robert C <[e-mail]>
Cc: Brinkley, Pamela <[e-mail]>; Brock, Stanley G <[e-mail]>
Subject: [External] Anson County Landfill Expansion Traffic Study - 165-276
External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
[e-mail]
Robert,
I'm back with some questions regarding the Anson County Landfill, but this time it does not pertain to the turn lane that
we completed this summer (thanks for everything on that, by the way). To give you a quick summary:
The Anson County Landfill is attempting to expand their landfill, but in order to do that, they must undergo a site study.
One of the requirements from NCDEQ, specifically from Donna Wilson, is "Traffic Study. A letter must be submitted from
the NC Division Engineer, Department of Transportation, that states that, the proposed facility will not have a
substantial impact on highway traffic, in accordance with NCGS 130A-295.5 (a) and (b)."
The landfill is not proposing or anticipating any increase in daily tonnage coming to the site, therefore no traffic increase
is anticipated. This is simply an expansion to increase the total capacity for the landfill, nothing to do with a change in
daily volumes. Would you be able to provide us with this letter? And if not, could you provide us guidance on how to get
the letter?
Let me know if you need to see any documentation, calculations, exhibits, etc. to help out with this process.
Thanks,
Carl E Schaefer, P.E. / Project Consultant
Civil & Environmental Consultants, Inc.
3701 Arco Corporate Drive - Suite 400 - Charlotte, NC 28273
Toll -Free: [phone] - Direct: [phone] - Fax: [phone]
Mobile: [phone] • http://www.cecinc.com
WEOWN
IT
P rrE3k�ior Leadership InxegratServices CrSpn:dl 5ine55 Relci[ipn5hihip5
This electronic communication and any attachments are intended solely for the use of the person or entity to which it is addressed, and may contain
information that is confidential, privileged and exempt from disclosure under applicable law, including copyright law. If you are not the intended recipient
of this message, you are prohibited from disclosing, reproducing, distributing, disseminating or otherwise using this transmission. Please promptly notify
the sender by reply electronic communication and immediately delete this message from your system.

Email correspondence to and from this sender is subject to the N.C. Public Records Law and may be disclosed to third parties.
Email correspondence to and from this sender is subject to the N.C. Public Records Law and may be disclosed to third parties.

APPENDIX I
ENVIRONMENTAL IMPACT STUDY

ENVIRONMENTAL ASSESSMENT FOR
PHASE 5 PERMIT AMENDMENT APPLICATION
ANSON COUNTY MUNICIPAL SOLID WASTE LANDFILL
Prepared for:
WASTE CONNECTIONS OF NORTH CAROLINA, INC.
375 DOZER ROAD, POLKTON, NC 28135
Prepared by:
CIVIL & ENVIRONMENTAL CONSULTANTS, INC.
3701 ARCO CORPORATE DRIVE, SUITE 400
CHARLOTTE, NC 28273
CEC Project 165-276
December 2018
REVISED MAY 2021
M=
XAV
Civil & Environmental Consultants, Inc.
+ 3701 Arco Corporate Drive, Suite 400 1 Charlotte, NC 28273 1 p: 980-237-0373 f: 980-237-0372 1 www.cecinc.corn

TABLE OF CONTENTS
1.0 PROPOSED PROJECT DESCRIPTION.......................................................................I
2.0 PURPOSE AND NEED FOR PROPOSED PROJECT.................................................4
3.0 ALTERNATIVES ANALYSIS.........................................................................................5
4.0 EXISTING ENVIRONMENTAL CHARACTERISTICS OF PROJECT
AREA..................................................................................................................................8
4.1
Topography.............................................................................................................8
4.2
Soils.........................................................................................................................8
4.3
Land Use................................................................................................................. 8
4.4
Prime or Unique Agricultural Lands.......................................................................
8
4.5
Public lands, scenic and recreational area...............................................................
8
4.6
Areas of Archeological or Historical Value............................................................
9
4.7
Air Quality.............................................................................................................. 9
4.8
Noise Levels............................................................................................................
9
4.9
Water resources.......................................................................................................
9
4.10
Forest Resources...................................................................................................
10
4.11
Shellfish or fish and their habitats........................................................................
10
4.12
Wildlife and natural vegetation.............................................................................
11
4.13
Transportation.......................................................................................................
11
5.0 REFERENCES.................................................................................................................13
6.0 EXHIBITS........................................................................................................................14
7.0 STATE AND FEDERAL PERMITS REQUIRED.......................................................15
Civil & Environmental Consultants. Inc. -i- Anson County Landfill EA
December 2018

1.0 PROPOSED PROJECT DESCRIPTION
Project Title: Environmental Assessment for Chambers Development MSWLF
(Anson County Landfill)
Phase 5 Permit Amendment Application
NCDENR Solid Waste Permit No. 04-03-MSWLF-2010
CEC Project 165-276
Responsible State Agency:
Mailing Address:
Phone:
Email:
Donna Wilson, P.E.
Permitting Engineer
Solid Waste Section
Division of Waste Management
NCDEQ
217 W. Jones Street
Raleigh, NC 27603
1646 Mail Service Center
Raleigh, NC 27699-1646
[phone]
[e-mail]
Preparer of Document: Nathan Bivins, P.E.
Project Manager
Civil & Environmental Consultants, Inc.
3701 Arco Corporate Drive, Suite 400
Charlotte, NC 28273
Phone: [phone]
Fax: [phone]
Email: [e-mail]
Civil & Environmental Consultanrs, Inc. -1- Anson County Landfill EA
December 2018

The Chambers Development Municipal Solid Waste Landfill (MSWLF) (Anson County
Landfill) NCDENR Solid Waste Permit No. 04-03-MSWLF-2010) is an operating landfill
located at 375 Dozer Road between Polkton and Wadesboro on U.S. Route 74, see Figure 1.
The site is bounded on the northwest by Brown Creek, on the east by Pinch Gut Creek, and on
the south generally by the CSX railroad. A U.S.G.S. topographic map was used in the creation
of the facility location map included as Figure 3-1. The map extends beyond the facility
property boundary and displays general topographic features including the facility and adjacent
surface water bodies. The Anson County Municipal Solid Waste Landfill serves North Carolina
and South Carolina. The landfill site is approximately 875.693 acres in size and operated by
Waste Connections of North Carolina, Inc. Chambers Development owns additional
property of approximately 224 acres surrounding the landfill for a total of approximately
1,100 acres.
The nature of the business conducted at the Site consists of disposal operations of MSW. In
addition, vehicle and equipment maintenance and fueling in support of landfill and hauling
operations is conducted in the maintenance building (approx. 11,000 sf) at the Site. The site
also contains a truck wash near the maintenance building. Leachate collection tanks which
store the leachate generated from the municipal solid waste are present on the site. A scale
house (approx. 3,500 sf) to weigh collection vehicles and an administration building
(approx. 4,000 sf) is located on Dozer Road at the entrance to the site.
The development of the Anson County Landfill will be done incrementally in five phases with
each phase being comprised of smaller cells. The general intent is to construct a phase
incrementally within the landfill when needed. Phases 1, 2, and 3 of the landfill's four phases are
currently operational. Phase 1 was permitted to construct by NCDEQ on June 1, 2000. Phase 2
was permitted to construct in 2008. Phases 3 and 4 were permitted to construct in 2018. This
proposed project is for Phase 5, which adjoin Phases 3 and 4. The intended purpose of this
project (construction of Phase 5 C&D Landfill) is to effectively and efficiently maximize the
landfill capacity at the site by allowing for the original approved landfill to be fully developed.
All subsequent phases need to be developed contiguous to the existing landfill cells to maximize
the expanded volume and meet current solid waste requirements.
Civil & Environmental Consultanrs, Inc. -2- Anson County Landfill EA
December 2018

The infrastructure to support the landfill has been constructed. This infrastructure includes an
asphalt drive (Dozer Road) for access to the administrative building with a seven space asphalt
parking lot. The other constructed support buildings include a scalehouse, maintenance building
and truckwash. All leachate from the landfill operations are collected and stored onsite in a
leachate collection facility. The leachate collection facility is connected to the local municipal
sanitary sewer system. The landfill cells are constructed and accessed by paved and un-paved
roadways. Stormwater conveyance systems and sediment control basins have been constructed
to handle run-off from the developed landfill site.
With each major phase, perimeter berms, access roads, landfill base, leachate management
system, landfill gas management system, stormwater management system, and erosion and
sedimentation control measures will be constructed in accordance with NCDEQ Solid Waste
Regulations. Currently, in accordance with the contractual agreement with Anson County, the
landfill can operate at a maximum average waste acceptance of 6,000 tons of solid waste per
day. For an operating factor of 307 days per year, the yearly disposal rate is estimated to be
about 1,842,000 tons per year.
Civil & Environmental Consultanrs, Inc. -3- Anson County Landfill EA
December 2018

2.0 PURPOSE AND NEED FOR PROPOSED PROJECT
This Environmental Assessment has been prepared in support of an Amendment to the existing
Permit to add additional development phases to the existing Facility. This Phase 5 expansion
requires an Amendment to the existing NCDEQ Permit to Construct for Phases 1-4, which in
turn requires the completion of an Environmental Assessment for the site. It is anticipated that
the expansion of the existing Facility will increase daily landfill activities and increase the
operational life of the landfill. The expansion is proposed so that the landfill can continue to
adequately serve a growing population in the service area of the landfill.
Civil & Environmental Consultanrs, Inc. -4- Anson County Landfill EA
December 2018

3.0 ALTERNATIVES ANALYSIS
Advantages of Selected Site:
By utilizing the existing landfill on -site, Chambers Development of North Carolina, Inc. can
minimize impacts to the human and natural environment by using existing utility infrastructure
(both roadway, sewer and stormwater), regulatory buffers, and operational personnel and
equipment of the existing Facility. Expanding the existing facility on -site by added Phase 5 to the
existing development plan for the site is the only reasonable alternative that still meets the
project's purpose and need.
No -Build Alternative:
This application is based on a need for the addition of landfill airspace. A no -build option would
not be sufficient to meet the future landfill requirements of Anson County and other surrounding
communities. With a no -build scenario the landfill capacity will be shortened by an estimated
volume of 19.9 million cubic yards of waste and landfill life disposal needs of the citizens of the
service area reduced by approximately 12.1 years. This would force the users to find other
locations to fulfill these disposal needs.
Off -site Alternative:
Finding a new location off -site to meet the disposal size needs (19.9 million cubic yards) of the
Facility has been considered but found not to be practical. The expense of a new site to house the
19.9 million cubic yards of landfill needed, with the acquisition, permitting, and operational cost
of a new site would not be justifiable. The current site has already been acquired and is an active
landfill with Phases 1 - 2 already built and partial construction of Phase 3 completed. Phases 1 -
4 also have an existing groundwater monitoring plan that can be modified to include Phase 5.
Another site, offsite from the existing landfill, would require additional environmental impacts,
permitting, and would not have an established groundwater monitoring network and surface
water plan.
Civil & Environmental Consultanrs, Inc. -5- Anson County Landfill EA
December 2018

Development of a new site in general would require permitting for a new landfill (including
siting and buffer requirements), construction of new infrastructure and buildings, additional
operational staff and equipment, and potential impacts to wildlife and natural areas on the new
site. In addition to the natural and financial resources required for construction of a new site, the
timing of construction may result in an impact to current waste collection and disposal services.
Siting a new landfill typically takes four to six years to plan, permit, purchase property and
construct a new cell.
On -site Alternative:
Two on -site alternatives for the Phase 5 landfill expansion were reviewed for feasibility and
resulting impacts to environmental and cultural resources.
On -site Alternative 1:
On -Site Alternative 1 attempts to avoid impacts to WOTUS proposed within the preferred
alternative by shifting the proposed phase as far southeast as possible. However, this expansion
will conflict with an existing cemetery, storm water management facility and vehicle
maintenance operations. The relocation of the existing cemetery would require significant
impacts to site cultural resources. On -site Alternative 1 would require the reconstruction of a
stormwater management area and vehicle maintenance operations. The construction activities
and resulting environmental impacts associated with these relocations are not required for the
preferred Phase 5 Expansion site. See Alternatives Analysis Figure 1.
On -site Alternative 2:
On -Site Alternative 2, located on the northeastern portion of the property, avoids the existing
cemetery and existing maintenance building, but results in impacts to approximately 526 linear
feet of existing streams, approximately one acre of existing wetlands and will require the
removal/relocation of three existing storm water facilities. The environmental impacts to these
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surface waters in addition to the impacts from construction activities required for the relocation
of the three stormwater management facilities appear to exceed those impacts required for the
preferred Phase 5 Expansion site. See Alternatives Analysis Figure 2.
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December 2018

4.0 EXISTING ENVIRONMENTAL CHARACTERISTICS OF PROJECT AREA
4.1 TOPOGRAPHY
The existing site topography includes gently sloping wooded terrain in undeveloped areas of the
site. The constructed landfills generally have 3:1 side slopes and are constructed with access
roads and tack -on swales to maintain the landfill slopes after construction.
4.2 SOILS
The existing soils at the site have been graded to construct landfill cells and for operation of the
landfill. Soil export from the site is not anticipated. This project will result in no change to the
permitted soil moving activities on the site.
4.3 LAND USE
The current land use for the property is a MSW landfill and will continue to operate as permitted
by NCDEQ. This project will result in no change to the permitted land use of the site.
4.4 PRIME OR UNIQUE AGRICULTURAL LANDS
The current land use for the property is a MSW landfill and will continue to operate as permitted
by NCDEQ. This project will not result in the development of additional agricultural lands.
4.5 PUBLIC LANDS, SCENIC AND RECREATIONAL AREA
As part of the active NCDEQ Permit to Construct for the landfill, buffers must be maintained
between waste disposal activities and adjacent public parks, churches and public recreation areas.
This project will have no impact on the permitted buffers established for the landfill.
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4.6 AREAS OF ARCHEOLOGICAL OR HISTORICAL VALUE
As part of the original Site Study and Permit to Construct for the landfill, an investigation of
archeological or historically valuable area on the site was performed. This project will have no
impact to areas of archeological or historical value.
4.7 AIR QUALITY
Odors and dust control are regulated through the approved NCDEQ Permit to Operate for the
landfill. In accordance with this permit and NCDEQ solid waste rules, the Permittee shall not
cause or allow fugitive dust emissions to cause or contribute to substantive complaints or excess
visible emissions beyond the property boundary. Dust is controlled by site best management
practices including soil and access road wetting with the on -site water truck.
Odors are also regulated in accordance with the approved NCDEQ solid waste permit and rules.
A landfill gas management and control plan for the landfill was approved by NCDEQ as part of
the Permit to Operate. This project is not anticipated to have an effect on overall air quality of
the site, as the site is regulated under the approved Permit to Operate.
4.8 NOISE LEVELS
The landfill is buffered from nearby residences. Although this project will include continued
equipment and truck activity on the site, the buffers will be maintained in accordance with the
approved Permit to Operate for the site. The landfill typically operates during the week from
6:30 A.M. to 5:30 P.M., and is typically closed on holidays.
4.9 WATER RESOURCES
The approved landfill Permit to Operate requires the collection of leachate from landfilling
activities. The groundwater is protected from contamination through the use of constructed
liners below the waste and collection of the landfill leachate. Leachate is discharged to the
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municipal sanitary sewer system. Surface water is protected by existing sediment basins
constructed as part of the NCDEQ Sediment and Erosion Control Permit. This project will have
no additional impact on the permitted and approved leachate collection system or the constructed
surface water basins. In addition, the landfill is covered under the NCDEQ Division of Water
Quality General Permit No. NCG120000 to discharge stormwater under the national pollutant
discharge elimination system. This project will not affect this permit coverage.
On August 2, 2016, Carolina Wetland Service (CWS) performed a site visit to delineate
jurisdictional waters of the U.S. within the project area. Wetlands and three streams were
identified in the project area. Of the waters, only one stream, Stream A, will be impacted by this
project, consisting of approximately 1,168 LF of stream impact. This Stream A is shown on the
Engineering Drawings in Appendix B, and the delineation report can be found in Appendix G.
Streams B and C, and the wetlands identified in the CWS report will not be impacted by this
project. Based on this proposed stream impact of Stream A, the Owner is currently preparing
permitting documents for an Individual Permit with the United States Army Corps of Engineers
(USAGE), in accordance with Section 404 of the Clean Water Act. This Permit Application is
submitted contingent on the Owner obtaining this Individual Permit for the stream impact area.
4.10 FOREST RESOURCES
The site is an active MSW landfill. Clearing activities are limited to those required for the
construction of new cells in accordance with the approved Permit to Construct for the site. This
project will not result in impacts to existing forest resources.
4.11 SHELLFISH OR FISH AND THEIR HABITATS
Surface waters adjacent to the operating, permitted landfill are protected by sediment control
basins and periodic stormwater outfall testing in accordance with NCG120000. This project will
not impact surface waters, fish, shellfish or their habitat.
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4.12 WILDLIFE AND NATURAL VEGETATION
This project will not result in the removal of additional natural vegetation or wildlife habitat,
beyond what has been previously permitted. A Protected Species Assessment Report was
prepared by CWS for this Facility on August 10, 2016, and is included in Appendix G.
4.13 TRANSPORTATION
The addition of the Phase 5 expansion has slight potential to increase the truck traffic to and
from the site. An analysis of the potential increase in truck traffic is discussed in the following
paragraphs. Since there will be no increase to the permitted allowable tonnage rate for the
facility, no significant additional vehicle trips to the landfill are expected on operating days.
The NCDOT compiles traffic data for most roadways in each County on a yearly basis and
makes this information available to the public in the form of a document titled "Annual Average
Daily Traffic Map". The NCDOT 2016 Annual Average Daily Traffic map for Anson County
estimates traffic data on U.S. Route 74 to be 18,000 trips per day. Based on the current traffic
data from NCDOT, the increase in additional truck traffic on U.S. Route 74 resulting from the
increase in the waste acceptance will be less than 1%
Further, the 2000 Highway Capacity Manual (HCM) provides methodologies for estimating the
level of service and capacity for both uninterrupted and interrupted transportation facilities. For
each facility there are one or more performance measures, or measures of effectiveness (MOEs),
which characterize the user's perception of the operating conditions of that facility. It is critical
to understand at the outset that users, not facilities, experience the travel characterized by levels
of service (LOS) in the 2000 HCM. By implication, there are different levels of service for each
user, and indeed even within a travel mode there are different service qualities possible by
approach or direction, as well as by time of day. However, regardless of user mode, approach, or
direction, each LOS represents a range of values for that facility's MOE. This range varies by a
lettering system `A' through `F'. LOS `A' represents a user perception of the MOE as being
excellent, with `F' denoting a breakdown in the facility.
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On November 28, 2018 CEC contacted Stan Brock, NCDOT District Engineer for Division 10,
which serves Anson County. According to Mr. Brock, and based on a cursory review of the
roadway, U.S. Route 74 would most likely be classified as LOS "A". At the landfill site, U.S.
Route 74 is a 4-lane, divided highway with dedicated turning lanes for access to Dozer Drive, the
private road which serves only the landfill. As Dozer Road is a private road to the landfill, any
increase in traffic would affect only U.S. Route 74 and no smaller local roads in the area. Based
on the information provided by NCDOT and the expected minimal percentage increase in traffic,
data suggests there will not be an adverse impact to U.S. Route 74 from this project.
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5.0 REFERENCES
1. NCDEQ Division of Waste Management Solid Waste Section Anson County Landfill Permit
to Construct (NCDENR Solid Waste Permit No. 04-03-MSWLF-2010).
2. NCDEQ Division of Waste Management Solid Waste Section Anson County Landfill Permit
to Operate (NCDENR Solid Waste Permit No. 04-03-MSWLF-2010).
3. NCDEQ Division of Water Quality General Permit to Discharge Stormwater General Permit
NCG 120000.
4. Jurisdictional Delineation Report, CWS, August 10, 2016 (Appendix G).
5. Protected Species Assessment Report, CWS, August 10, 2016 (Appendix G).
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6.0 EXHIBITS
Figure 1 — Anson County MSW Landfill Vicinity Map
Figure 3-1— USGS Topographical Map
Alternatives Analysis Figure 1
Alternatives Analysis Figure 2
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7.0 STATE AND FEDERAL PERMITS REQUIRED
1. NCDEQ Division of Waste Management Solid Waste Section Permit Amendment to the
Permit to Construct.
2. USACE, Section 404, Individual Permit.
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Civil & Environmental Consultams, Inc.

APPENDIX J
OTHER RELATED DOCUMENTS

C
ARSGN C UNT`? COAr C Cr C, •11ti"sY.�i;G`:r;,.,
ANICn CflV.4'. { �;Qr:A ['141)V5f
Sar•7 6i DWU!+ Cr}VWM• :ONR117 y�DE CC�fG tiGit�.- tAlial.r'.A :•'.:T�
..�r:uAra ,<. 1.-rl.r .^.1•w•I1M/.y .,�. 1 ;lp>; , M.w-. ,r, . c. :i..a
''VZ Q. Q'.A 1:K ..r �.I A.•iMn N- r. t, r . 1 . r, :F nnO- r, d.:E••:1
LL)S nr i. ��r 1 .nVrtiAr.. .. r.•y .I�M
�rr:lr. �- •11�A L.�. •. !1. n--� faa ww1::S�ORa L.C.•.1•'.n
Il •];; :: y; i1r•A .'�:#- h. •.7. N1 w 7::. ,r^R•TR. n.C. :O'^.
.aii, ry ?4, 1332
Nr. 14illiam L. Meyer, Director
Oivisicn of Solid Waste Management
Dept. of Environment, Health, and
Natural Resources
FQ Box 27687
Raleigh, North Carolina �7611--7687
c: Chambers Development of "forth Carolina, inc
'hermit Application for Sanitary Landfi?1
.knson County
Dcar Mr. Meyer:
.!i', 1. it J. r: ill•:.'�:li, .. .:ti!• Mai,. �,ai
.,:•prr':7 r, A'!'R, ;,�„ A1'TZ •\LT
Chambers Development of *forth Carolina, inc., asked the County to
provide this letter to satisfy the requirements of 1.5A N.C. Admin.
Bode 13H.0202(a)i 1 J. connection with the above permit
application. We reviewed the _nfcrmation provided to us by
^haw,bcr.s Dcvalopmont of North Carolina, inc. , to determine the
location of the proposed sanitary landfill.
ynson County is the unit of local goverment -4h ch has zoning
authority over the area where the facility is to be located. After
review of the materials received from Chambers, we find that the
proposed facility meets all the requirements of the local zoning
ordinance and that the portion of the site where the landfil= wily.
be located IS not zoned.
_f you need any fur=her 1^fcrmaticn, do not hesItate tc cc ntac.t -s.
Sincerely yours,
ANSCN �'C:TN�,'
f��y � •�� r4 A 1 �
Steven Di. 'varpente_
:aunty Managsr
zDCi 1 hb
Chambers "-cvs lOp.rnenz W f worth Carolina, 7 r.0 .
Z. Lawrcnce Davis, Ssquire

NOTES �:
LEGEND
= _ #
' •—� ANN NOW — APPROX. LANDFILL SITE BOUNDARY. ��
i) THE lOO YEAR FLOOD ZONE SHOWN HAS BEEN TAKEN FROM THE FEDERAL � +� '�4�
rf*�1 ��• 1100 YEAR FLOOD PLAIN LIMITS. FIRM -FLOOD INSURANCE RATE MAP OF ANSON COUNTY, N.C., MAP NO. �' t * r �, �'� ''fir.. �' • a) II4 MILE AREA 37'0284-01258, DATED . JUNE 18, 1990 PANEL 125 OF 225. THE OUTLINED CO. ` ; f _ . j:, ' +1 rn
100 YEAR FLOODPLAIN LIMITS APPROXIMATEL`! CORRESPOND TO THE �`
_z_z_ ZONING DISTRICTS �'` 'b• i �� r
ZONING DISTRICT CLASSIFICATION LIMITS USGS 250 CONTOUR ELEVATION. f '� ► , ,+'. ., pry
r 2) OPTION AGREEMENTS HAVE BEEN SIGNED FOR THE MAJORITY OF THE # ='
Rif f R RESIDENTIAL �!• � ; Y - .* � .� ; -.•� " � z
' C COMMERCIAL INDUSTRIAL TRACTS THAT COMPRISE THE PROPOSED LANDFILL SITE HOWEVER, THERE _
AL MALL TRACTS FOR WHICH CHAMBERS DEVELOPMENT # a
ARE SEVER 5 .'4. ►. ■ti' —
W WATER MAIN OF N.C., INC. DOES NOT PRESENTLY HAVE OPTION AGREEMENTS. p j
F.M. FORCE MAIN AGREEMENTS FOR THESE TRACTS ARE BEING NEGOTIATED [ HATCH AREAS 1 � � � � i ' • FY r "' `"
S.S. SANITARY SEWER 3) ZONING INFORMATION HAS BEEN OBTAINED FROM PROPERTY MAPS OF
' .v r■ yZ W
T UNDERGROUND TELEPHONE CABLE _ _ +
ANSDN COUNTY, N.C., NOS 6445 AND 6455 , FROM JOHN WALLER, ANSDN � �r_ � � , �t`' .� � � _ - � #_� f �, � � _ `_ p ,•� # < Q a
+.�.t'•-�; i M.H. MANHOLE COUNTY ZONING OFFICER, AND FROM ZONING REGULATIONS, COUNTY r #r _ ' • �' +-
•�" OF ANSDN, N. C., EFFECTIVE JULY 12, 1971
� crr ❑
WATER WELL
SURFACE WATER FLOW DIRECTION 4) WELL WATER LOCATIONS HAVE BEEN DESIGNATED FOR RESIDENCES AND r { +'''�
AREAS N SERVICED BY MUNICIPAL � � r '� - do
R 20 RESIDENTIAL OTHER PROPERTIES LOCATED kl`J E S NOT
PUBLIC WATER SUPPLY. OTHER WELL LOCATIONS HAVE BEEN ASCERTAINED r t� t •
+�•�`► R20A RESIDENTIAL [ MOBILE HOME) THROUGH A PRELIMINARY REVIEW OF PUBLIC RECORDS AND PRELIMINARY - � �,�. �',.�► `
L I LIGHT INDUSTRIAL FIELD OBSERVATIONS. i� \w, �, t 428
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