0400_McGillAnsonCompost_applic_20230328

Environmental Consulting & Contracting
March 28, 2023
File No. 02222205.00
Ms. Donna Wilson
Waste Management - Solid Waste Section
Permitting Branch
North Carolina Department of Environmental Quality
1646 Mail Service Center
Raleigh, NC 27699
Subject: McGill Anson Composting Facility - New Permit Application
Dear Ms. Wilson:
On behalf of the McGill Environmental Facilities, LLC (McGill), SCS Engineers, PC (SCS) submits the
enclosed permit application. McGill is proposing the development of a state-of-the-art, Type 4,
indoor compost facility in Anson County.
The proposed facility will be located off Dozer Drive in Polkton, directly adjacent to the Anson County
Landfill. The new facility will be owned and operated by McGill, and be constructed on soon -to -be
purchased, undeveloped land. Therefore, SCS is submitting this application as a NewPermitfor a
solid waste composting facility.
The facility includes an approximately 120,000 square foot enclosed building for all compost
operations, except storage of woody waste and finished compost material. Scales and an
approximately 1,000 square foot office building are also part of the site. The facility is designed to
receive, and compost, 130,000 wet tons of feedstock annually. That number does not include
woody waste amendments, otherwise known as bulking agents. A site plan drawing that presents
the overall proposed design is included in the Appendices of this permit application.
McGill plans to construct and begin operating the new Anson facility as soon as permitting allows. As
discussed with the North Carolina Department of Environmental Quality Solid Waste Section (SWS),
an Environmental Justice Report was prepared as part of the application process. The
Environmental Justice Report, along with a proposed public engagement plan, was submitted to the
Department on March 13, 2023 and is currently under review. This permit application includes the
Environmental Justice report as an appendix for your reference.
3801 Lake Boone Trail, Suite 410, Raleigh, North Carolina 27607 1 919-662-3015 �«1

Ms. Donna Wilson
March 28, 2023
Page 2
Please let us know if you have any comments or questions, or require additional information. Thank
you for your time.
Sincerely,
Matt Brokaw, P.E. Greg McCarron
Senior Project Professional Project Director
SCS Engineers, PC SCS Engineers, PC
MJB/GPM
cc: Sherri Stanley, NCDEQ - Division of Waste Management
Kate Sullivan, McGill Environmental Facilities, LLC
Noel Lyons, McGill Environmental Facilities, LLC

McGill Anson Composting Facility
New Permit Application
McGill Environmental Facilities, LLC
Anson Composting Facility
Dozer Drive
Polkton, NC 28135
02222205.00 1 March 28, 2023
3801 Lake Boone Trail, Suite 410
Raleigh, NC 27607
[phone]

McGill Anson Composting Facility
New Permit Application
Prepared in Accordance with
North Carolina Administrative Code (NCAC) 13B
Section .1400 - Solid Waste Compost Facilities
AeAes) McGill
Transforming Waste. Rebuilding Soils.
Prepared for:
McGill Environmental Facilities, LLC
634 Christian Chapel Church Road
New Hill, NC 27562
Prepared by:
SCS ENGINEERS, PC
3801 Lake Boone Trail, Suite #410
Raleigh, NC 27607
919-662-3015
�A C ARO�'
O
LL
8
'LINES
P�
���1i►►ii `a3
Matt Brokaw, PE
March 28, 2023
SCS Project No. 02222205.00
McGill New Permit Application - Anson www.scsenciineers.com
Page

Table of Contents
Section Page
1.0
General Information...........................................................................................................................1
1.1 Project Contacts.......................................................................................................................1
1.2 McGill Background...................................................................................................................1
1.3 Facility Background..................................................................................................................2
2.0
Siting Requirements..........................................................................................................................2
2.1 Facility Location........................................................................................................................3
2.2 Site Description........................................................................................................................3
2.3 Proposed Facility......................................................................................................................4
3.0
Design Plan.........................................................................................................................................5
3.1 Incoming Feedstocks...............................................................................................................5
3.2 Facility Design and Capacity....................................................................................................6
3.3 Compost Process Overview and Recipe..................................................................................8
3.4 Other Design Considerations................................................................................................
10
4.0
Operation Plan................................................................................................................................
13
4.1 General Site Operations, Procedures, & Equipment...........................................................
13
4.2 Key Personnel and Training..................................................................................................
16
4.3 Compost Process and Testing..............................................................................................
17
4.4 Safety, Contingency, & Maintenance...................................................................................
20
5.0
Odor Control Plan............................................................................................................................
22
6.0
Financial Assurance........................................................................................................................
26
e.0
Other Permits..................................................................................................................................
27
8.0
Signature Pages..............................................................................................................................
27
Appendices
Appendix A
Permit Figures
Appendix B
Select Project Drawings
Appendix C
Property Plat and Zoning
Appendix D
Analytical Sample Data
Appendix E
McGill Sample Forms
Appendix F
Environmental Justice Report
M:IPROJECT FILES102222205.00 - SMM_Mcgill Compost\Data And Calculations\Solid Waste Compost PermitlMcgill Anson_ New Compost Facility Permit
Application_ V0.1.Docx
McGill New Permit Application — Anson www.scsenciineers.com
Page ii

1.0 GENERAL INFORMATION
McGill Environmental Facilities, LLC, herein referred to as McGill, is seeking approval for Permit to
Construct and Permit to Operate a new composting facility, under the Division of Waste Management
— Solid Waste Section. The name of the proposed facility is McGill Anson Composting Facility
(Facility). The Facility will be classified as a Large, Type 4 compost facility, per North Carolina
regulations. The location of the proposed facility is at Dozer Drive, Polkton, NC 28135, in Anson
County.
This permit application addresses the requirements specified in 15A NCAC Chapter 13B, Section .1400.
1.1 PROJECT CONTACTS
The Applicant/owner contact is:
Kate Sullivan
[e-mail] 1919.600.9926
McGill Environmental Facilities, LLC
634 Christian Chapel Church Road
New Hill, NC 27562
The Engineer/compost consultant contact is:
Matt Brokaw, PE
[e-mail] 1919.604.4342
SCS Engineers, PC
3801 Lake Boone Trail, Suite 410
Raleigh, NC 27607
McGill will be the landowner of the site of the proposed compost facility. They have entered into an
agreement with the landowner to purchase the newly subdivided parcel immediately upon issuance
of the Solid Waste Composting Permit. McGill will also be the operator of the facility and will receive
any applicable invoices related to the facility permit.
1.2 MCGILL BACKGROUND
McGill is pleased to announce its intent to develop a state-of-the-art composting facility located off
Dozer Drive in the Town of Polkton, in Anson County.
McGill specializes in manufacturing premium compost, mulch, and soil products through the
processing and recycling of residuals from municipal, industrial and agribusiness sources. McGill also
designs, builds, and operates state-of-the-art indoor compost facilities — either McGill -owned or
customer -owned. All McGill operations provide reliable, weather -independent production year-
round.
For more than 30 years, the firm has been operating industrial -scale composting facilities, and in that
time, has earned a reputation for sustained, reliable, and cost-effective service. It has a well -
McGill New Permit Application - Anson
Page 1
www.scsengineers.com

established customer base in bulk sales to the landscaping, construction, and erosion -control
industries, as well as bulk and bagged sales to soil products retailers. The McGill Environmental
product line includes composts and compost -based mixes and blends, including enriched topsoil and
compost formulated for conventional agriculture. McGill takes in organic materials from local sources
that would likely otherwise be landfill -bound and transforms the materials into premium compost
products with a variety of beneficial uses.
McGill's line of branded bulk products includes McGill SoilBuilder, McGill SportsTurf, McGill
LandscapeMix, McGill ErosionControl and McGill AG. Each has been developed to meet the needs of
specific professional markets. The company has over 100 authorized resellers in the Carolinas and
Mid -Atlantic states, including landscape supply yards, landscape contractors and erosion control
companies. McGill is a proud participant of the US Composting Council's Seal of Testing Assurance
program, which dictates product quality standards and testing requirements.
1.3 FACILITY BACKGROUND
McGill has an agreement with the landowner to purchase a 30.2-acre parcel (portion of Parcel 6445-
00-86-1576) in Anson County and intends to develop an indoor, Type 4 compost facility. The McGill
Anson Compost Facility will compost approximately 130,000 wet tons of residuals each year (up to
170,000 tons of total organic material, including amendments/bulking agents). Incoming feedstocks
and operations are further detailed in Sections 3 and 4 of this application, respectively. The McGill
Anson Compost Facility will follow a similar model as that of previous McGill facilities in North
Carolina, such as the Merry Oaks facility located in New Hill, and includes various updates and
improvements.
All feedstocks will be pre -approved by McGill to ensure compliance with regulatory and internal
acceptance protocols. McGill facilities are not open to the general public and offer no "drop-off"
services. Biodegradable materials from Zero Waste events (food, paper, cardboard, biodegradable
plastics) are also accepted on a pre -approved basis.
The McGill Anson Compost Facility will be enclosed to increase process control and weather
independence, and minimize environmental exposure. Materials will be off-loaded an enclosed
receiving area, and trucks will be washed out after dumping to prevent track out. All processing will
be performed under roof in tightly -controlled conditions to maximize efficiency. Composting will be
achieved through the use of Aerated Static Piles (ASP) in several controlled processing bays. Exhaust
fans will direct processing air through a biofilter for treatment. Only finished, saleable product and
amendment materials will be stored outside.
The finished compost will be sold through distributors to customers in the sports turf management,
agricultural, landscaping and erosion control industries.
2.0 SITING REQUIREMENTS
The McGill Anson Compost Facility (Facility) is sited in accordance with Section .1404 for Solid Waste
Compost Facilities, as demonstrated herein.
McGill New Permit Application - Anson
Page 2
www.scsengineers.com

2.1 FACILITY LOCATION
The Facility will be located at Dozer Drive in Polkton, NC 28135. The proposed parcel is a 30.2-acre
subdivision portion of previous 100-acre Parcel I.D. 6445-00-86-1576. The site is in Anson County, and
the current county zoning classification of the parcel is Unclassified. The surrounding area is Light
Industrial.
The current owners of the property are Donald L. Scarborough & David A. Griffin, and the parcel is
largely undeveloped, with no previous solid waste activities or permits for the site.
Access to the facility will be from existing Dozer Drive, off of US Highway 74. From the new McGill
parcel boundary to the center of incorporated Town of Polkton is approximately 1-1/2 miles.
The site is adjacent to the existing, and active, Anson County Landfill, owned and operated by Waste
Connections. The landfill is directly to the northeast of the proposed McGill compost site and is a
permitted MSW landfill facility, Solid Waste Permit #04-03.
Figure 1 in Appendix A presents an aerial location map, detailing the vicinity of the site and adjacent
properties, structures, and general topography within a one half -mile radius.
2.2 SITE DESCRIPTION
Existing conditions of the 30.2-acre proposed McGill parcel can be described as previously
undeveloped, partially wooded land, generally sloping at 5 to 15% from Dozer drive to the rear of the
property. The majority of site soils are classified as Badin-Tarrus complex, which is a well -drained,
moderately permeable, silty soil. Figure 2 in Appendix A presents a copy of the USGS quadrangle map
for the area, with the proposed site identified.
The McGill parcel does not contain any perennial streams or significant water bodies, however the
entire site drains to Brown Creek through a series of intermittent streams and low-lying swales.
Brown Creek is approximately 2,000' from the property boundary of the site, which has a 100-yr
floodplain that extends up to 200' from the site. Refer to Figure 3 in Appendix A for a copy of the
FEMA Flood map, illustrating the limits of the property and extents of the nearest floodplain. This
complies with Rule .1404 (a)(1) of the code.
A preliminary wetlands evaluation was performed for the site (Pilot Environmental, Inc. on 12/19/22),
and did not find any wetlands in potential conflict with the development of the facility. The only
potential wetlands identified was along the north-northeast property boundary at an intermittent
stream. This area will not be impacted as part of the project and is well outside of the proposed
compost operations limits. Figure 4 in Appendix A presents the preliminary wetlands map.
As discussed previously, the site is unclassified zoning, in an area of Anson County that is largely
industrial. Members of Anson County Board of Commissioners reviewed the proposed location of the
facility and voted unanimously to support the proposed Facility and location. Refer to Appendix C for
letter of documentation from the County Board of Commissioners, noting zoning and local land use
requirements, as well as a copy of the current survey plat.
The site is not located over a closed -out disposal area, and therefore complies with Rule .1404 (a)(7).
McGill New Permit Application - Anson
Page 3
www.scsengineers.com

2.3 PROPOSED FACILITY
The Facility will be located on the recently subdivided and recorded 30.2-acre parcel. The Facility
includes an approximately 120,000 square foot enclosed building for all compost operations, except
storage of bulking agents and finished compost material. Scales and an approximately 1,000 square
foot office building are also part of the site. The compost operations area will consist of 19 acres of
the McGill parcel, as illustrated by the site plan in Appendix B. The operations area includes all
unloading areas, mixing/processing areas, composting and curing areas, screening, and
feedstock/amendment storage areas.
The building itself will include an unloading/receiving area, primary processing and curing bays, two
screening areas, a blending area, and will be constructed entirely of concrete and corrosion -protected
steel. The composting bays will include thirteen (13) primary processing bays and seven (7) curing
bays, each with their own air supply system and temperature probe, controlled and displayed
remotely. At times, McGill may utilize some curing bays for processing or processing bays for curing.
The bay design is the same and there is no variation between processing bays and curing bays. The
process will use the Aerated Static Pile (ASP) composting method within the concrete bays. Each bay
has the capacity of up to 1,000 cubic yards of mixed feedstocks. The building will be ventilated,
through large exhaust fans that direct processing air through an appropriately sized biofilter for
treatment.
The Facility is designed to meet McGill's desired capacity (130,000 wet tons of residuals per year), as
well as all local, State, and Federal regulations and siting requirements. The proposed facility also
meets the buffer requirements set forth in Section .1404, described as follows:
• The compost operations area includes a 100-foot buffer between the McGill property
boundary and the compost area.
• The minimum 500-foot buffer between the compost area and nearest dwelling/residence is
exceeded. There is more than 2,000 feet between the McGill compost area and the closest
residence, at 887 Old Prison Camp Road. (Waste Connections has an office building located at
the Anson County Landfill that is 600' away.)
• No wells are known to be located within the 100-foot buffer zone. The nearest wells are
landfill monitoring wells, at approximately 1,300' away.
• The minimum 50-foot buffer between the compost and perennial streams or rivers is
exceeded. There are no perennial streams located on the McGill parcel, and the nearest
perennial stream is Brown Creek, at approximately 2,000' away.
• The facility is located in accordance with 15A NCAC 02B .0200, Classification and Water Quality
Standards Applicable to Surface Waters in North Carolina.
• No portions of the compost facility are located over a closed -out disposal area.
• A 25-foot distance is maintained between the compost area and berm/swales.
• The nearest existing water body to the McGill compost area is a constructed pond at the Anson
County Landfill, approximately 800' away.
Please refer to Figure 1, Aerial Site Map, in Appendix A and the site plan in Appendix B for visual
confirmation of the buffer requirements described above.
McGill New Permit Application - Anson
Page 4
www.scsengineers.com

The proposed Facility also meets the groundwater and operations area pad requirements set forth in
Rule .1404 (a)(10). Operations at the site will not contravene the groundwater standards in 15A NCAC
02L. The compost operations will take place on a non -soil pad, consisting of reinforced concrete slab
several inches thick, with a permeability coefficient of about 1x10-9 cm/sec, and consistent with
requirements of Rule .1404 (a)(10)(C). Process wastewater (leachate), if any, will not be discharged
from the compost operations area or permeate through the concrete pad. Finished product will be
stored outside on a clay pad, with binder, or gravel base. A minimum 12-inch separation between the
finished compost pad and seasonal high groundwater will be maintained.
3.0 DESIGN PLAN
The McGill Anson Compost Facility is designed based on other successful McGill sites in North
Carolina and other states, with upgrades and improvements from their over 30 years of operating
experience. The Facility is designed in accordance with Sections .1402, .1404, and .1406 of the
regulations for Solid Waste Compost Facilities.
3.1 INCOMING FEEDSTOCKS
The materials to be accepted at the McGill Anson Composting Facility will include biosolids and other
pre -approved sludges, therefore the facility is classified as a Large Type 4 compost facility. Other
materials to be brought to the McGill Composting Facility will include organic municipal waste
diverted from the landfill and McGill -approved residual wastes. In addition, McGill will receive
deliveries of wood, horticultural and yard waste, and clean, unpainted pallets to be ground and used
as amendments for the compost process.
The Facility will not accept any wastes defined as Special Handling Waste or as Hazardous Waste, or
any waste stream that contains household hazardous items. In general, bulk waste will be accepted.
Incidental, minor amounts of consumer packaging may be included, but not desired. Minor amounts
of contaminants such as glass, plastics and inorganics can be managed by housekeeping practices.
No radioactive, hazardous, chemotherapeutic or infectious materials are/or will be stored or
processed at the site.
Exhibit 1 presents a table of anticipated feedstock materials to be received and composted at the
Facility, along with approximate annual tonnage. All materials will be from pre -approved sources and
the Facility will not be open to the general public.
McGill New Permit Application — Anson
Page 5
www.scsengineers.com

Exhibit 1.
Feedstock Material
Estimated Tons/Year
Analytical Sample Data Available
Biosolids (Wastewater
Treatment Plant Sludge)
52,000
Representative (See Appendix D)
Approved Industrial Sludges
16,500
Representative (See Appendix D)
Wood Ash
16,000
N/A
Food Waste
26,000
N/A
Grease
6,500
Representative (See Appendix D)
Alum Sludge (Water
Treatment Plant Residual)
6,500
Representative (See Appendix D)
Grass Clippings
6,500
N/A
Yard Waste
20,000
N/A
Wood Pallets/Lumber
20,000
N/A
Feedstock sources will be local, pre -approved commercial, industrial, and municipal sources. Exact
sources are currently in the identification and negotiation processes with McGill at the time of this
permit application, and can be provided to the Department at a later date, upon request. Analytic
data for representative samples of wastewater treatment plant biosolids and other industrial
sludges, composted at similar McGill facilities, can be found in Appendix D.
Prior to acceptance at the facility, McGill will analyze residual feedstock material with regard to
composting operations and regulatory limits. The generator of the waste material will provide
certified lab analysis to McGill, and then McGill will submit a New Feedstock Approval Request form
to NCDEQ for review, as necessary. A blank copy of this form, along waste generator laboratory
analysis requirements are provided in Appendix E.
Because McGill approves and works closely with the sources of the material, there is little seasonal
variation expected with the incoming material. McGill plans to operate the facility at or near capacity
year-round. Therefore, to estimate the monthly or weekly tonnages, one can simply take the annual
tonnages provided in Exhibit 1 and divide accordingly.
3.2 FACILITY DESIGN AND CAPACITY
The approximately 120,000 sf compost building will be constructed of reinforced concrete and metal.
The metal portion of the building will have corrosion protection, where appropriate. All composting
activities will occur within this building. The compost process will be regulated electronically by a
computerized system and will be overseen by trained operators.
When constructed, the facility will be one contiguous structure with process areas named for the
activity that occurs there. Moving material between facility process operations will be accomplished
using wheel loaders. Refer to the site plan, in Appendix B, which illustrates the different process
areas, as described below.
McGill New Permit Application — Anson
Page 6
www.scsengineers.com

Scales
Incoming material will be delivered to the site in approved vehicles. All trucks entering the site will
be required to weigh-in on the scale. Trucks leaving the site with finished product will also be
required to weigh-in on the scale prior to leaving the facility.
Receiving Area
Trucks will off-load into the receiving area via reverse -loading dock. All organic waste material will be
unloaded in this 3,500 sf area. Prior to leaving the site, the beds and tires of the delivery trucks will
be washed to prevent track out of product. All truck wash water will be collected in the receiving
area and contained for use within the composting process.
Blending Area
Blending of material will occur in the 25,000 sf area located adjacent to the receiving area. Organic
waste material from the receiving area and amendment material from stockpiles located outside of
the building will be brought into the blending area, using front end loaders. The material will be
blended on the floor of this area using wheel loaders.
Primary Processing Bays and Curing Bays
Composting will occur within the primary processing bays and curing bays. There will be a total of 20,
30-foot by 90-foot bays designated for this purpose. Material will be placed no higher than 12 feet
(typically 10 feet) within the bays. Each aerated bay will be independent from the other bays. The
combined capacity of the processing and curing bays totals approximately 540,000 cubic feet.
Screening Areas
There will be two areas utilized within the building for screening of composted product: a primary
screening area, to which product is sent after primary processing, and a secondary screening area, to
which product is sent after curing. The dimensions of the primary processing area, are planned to be
105 feet by 90 feet, equating to 9,450 sf of useable space. The secondary processing, or final
screening, area will be only slightly smaller at 7,000 sf, measuring 50 feet by 140 feet. All material in
this area will be screened through Liwell screeners (or equal) that operate on 3 phase power.
Material passing through the screens will be transported to the next phase of the process. Overs will
be transported back to the blending area to be blended with incoming wastes and amendments.
Overs from the final screen is considered a sellable product, but the overs can be further processed if
there is a higher demand for finer compost.
Storage Areas
Finished product will either be stored in the curing bays until distributed for sale or moved to a
storage area. The 150 feet by 100 feet storage area will be located directly adjacent to the building.
McGill will also construct and additional storage area of up to 1-1/2 acres, on an appropriate gravel
base or clay pad, for additional product storage as needed. Combined, these storage areas will offer
storage for approximately 20,000 cubic yards of stockpiled finished product.
Design Capacity
The facility capacity is the volume, or throughput of composted material, per year. The basis of the
design capacity is the size of the thirteen (13) processing bays and the duration of the composting
process, using McGill ASP. There are (13) primary composting bays and the seven (7) curing bays.
The compost must go through both the primary and curing bays to complete the composting process.
A curing batch is comprised of 3-4 screened primary bays, so the processing bays are used for the
purpose of this design capacity calculation, as they would be the limiting factor.
McGill New Permit Application - Anson
Page 7
www.scsengineers.com

The bays are 30-foot by 90-foot and filled to a height of 10- to 12- feet, which equates to about 1,000
CY of material each. Within the 1,000 cubic yards is 225 tons of waste, and the remainder is
amendment and overs. The duration of the McGill composting process is approximately 8 days for
primary composting and 15 days for curing. Making the design capacity calculation the following:
Capacity = (_8
35 days) x 13 bays x 225 tons = Approx.133,456 Tons/Year
The calculated estimate for the McGill Anson design capacity is approximately 133,000 tons per year.
The facility is expected to be operational for more than twenty-five (25) years.
3.3 COMPOST PROCESS OVERVIEW AND RECIPE
Incoming material will be delivered to the site in approved vehicles. All waste vehicles will be
weighed in on the McGill scales. Paperwork will be reviewed and processed to identify the source of
the load. All waste will be off-loaded to the receiving area inside the building.
Wood, yard, horticultural waste, and other amendments will be delivered to the site and stockpiled
outside of the composting facility. Ground material will be stockpiled outside of the composting
facility until ready for use in the process. Sufficient distance between stockpiles will be maintained to
allow the proper use of equipment during the deposit and removal of material. Materials located in
outdoor storage areas will be stockpiled in piles or, if needed, windrows, and oriented to prevent
collection of rainwater at the base of the pile. Amendments from the outdoor stockpile areas will be
brought inside to the receiving area as needed and blended with the organic waste material.
Blended material will be placed into one of the thirteen (13) primary processing bays. Each bay is a
concrete bunker, with McGill's patented aeration floor, and is equipped with a fan that is used to aid
the composting process. The blended material will spend approximately 7 to 8 days in the primary
processing bay. The material will then be removed from the bay and sent through a primary screen
to separate large and small fraction material. Small fraction material will be placed into one of the
seven (7) curing bays for final processing. Large fraction material may be returned back to the start of
the process and blended with new, incoming waste, or used in the curing process as needed.
Material will typically remain in the curing bays for 15 to 17 days. Finished product will either remain
in the curing bays or will be transported to the outdoor storage area. Oversized material will be
returned to the beginning of the process if applicable. Exhibit 2 illustrates the process flow of the
composting process.
McGill New Permit Application - Anson
Page 8
www.scsengineers.com

Exhibit 2.
Blend Process Screen Cure I Final screen
Feedstocks in 24MRS 7DArf am Compost out
The McGill composting process is a batch process, each batch being approximately 1,000 cubic yards.
During the blending process, amendments will be blended with organic waste feedstock using a
wheel loader. Each batch will be thoroughly blended and stockpiled in the blending area to allow for
moisture absorption. Blending will be performed to achieve the following objectives:
1. Contain a desirable carbon to nitrogen (C:N) ratio on all blends of greater than 20 parts
carbon to one (1) part nitrogen (>20:1).
2. The moisture content target of approximately 55% - 65% moisture by weight on all blends.
3. Prepare and maintain sufficient structure to ensure aerobic conditions can be maintained in
the batch during the next phase, primary processing.
To achieve these compost recipe goals, a balance of materials must be met. Since all residual, wet -
wastes are received together in the receiving area of the building (biosolids, food waste, industrial
sludges, etc.) and all bulking agents (woody waste) is ground and blended outside of the building, we
will consider these the two main components of the compost with the different properties:
High nitrogen content, 'greens' —Approximate moisture content = 85% by weight, and
approximate carbon to nitrogen ratio = 8:1
High carbon content, 'browns'— Approximate moisture content = 40% by weight, and
approximate carbon to nitrogen ratio = 40:1
The following calculations are used to estimate the ideal compost recipe by weight. Assuming 100
tons of 'greens' (Q1), we solve for the closest weight of 'browns' (Q2) that satisfies both equations.
For moisture content:
60% _ (85% x 100 tons) + (40% x Q2)
(100 tons + Q2)
For C:N ratio (Assume 25:1 goal):
25 =
(8 x 100 tons) + (40 x Q2)
(100 tons + Q2)
Q2 is then approximately 125 tons. So, for every 100 tons of nitrogenous waste, McGill should add
approximately 125 tons of ground woody waste (bulking agent); or by volume, this equates to about 2
to 2.5 buckets of bulking agent for every 1 bucket of nitrogenous waste.
McGill New Permit Application - Anson
Page 9
www.scsengineers.com

3.4 OTHER DESIGN CONSIDERATIONS
The McGill facility is designed for optimal operational efficiency and to allow proper composting ratios
and timeframes to be met.
All mixing is performed by wheeled front -loader. Waste material with high nitrogen and moisture
content are stored in the pit area within the blending building. Yard waste is stored outside.
Grinding of feedstock is done on a regular, scheduled basis. A portable grinder is contracted, and
there is a designated grinding area for the purpose of preparing yard waste, lumber, and pallets.
These feedstocks are stockpiled outdoors until needed. The outdoor woody waste stockpile
(amendment) location is directly to the north of the composting building, as shown on the site plan,
Appendix B. Both ground and unground stockpiles will be 50 to 100 feet wide, by no more than 30
feet tall, for a storage capacity of 10,000 tons each stockpile. Wheel loaders are used to transport the
ground feedstock into the blending area for mixing. Oversized woody material (overs) that is removed
during the screening process is either returned to the blending area.
A process flow diagram and list of major equipment are shown below in Exhibits 3 and 4, respectively.
Exhibit 3.
McGill Process Flow
tsienaing
Primary
Processing
Primary
Curing
Storaae
McGill New Permit Application - Anson
Page 10
www.scsenaineers.com

Exhibit 4.
Equipment Name
Unit
Size/Type
Location of Unit
Quantity
Weigh Scale
1
GSE scale, model 460 (or
Along entrance road, prior to
similar)
main building
Front end loaders
3 to 4
CAT 966 (or similar)
Throughout the facility
(wheel loaders)
6.5 CY and 9.0 CY buckets
Liwell Type LF 2.2-8.82/28
Under roof (1 within operations
Stationary Screener
2
ED-Big (or similar)
building, other at final screening)
Skid Steer
1
Bobcat 1.0 CY bucket and
Throughout the facility
power sweeper
Aeration Supply Fans
20
7.5 horsepower (New York
Outside of building
Blower Co. or similar)
(North and south sides)
80,000 cubic feet (will be
Biofilter Media
2
finalized prior to
North of building
construction)
Biofilter Exhaust Fans
2
50,000 scfm
North side of building
McGill uses an Aerated Static Pile (ASP) indoor composting process. The process works on a batch
basis with each batch being approximately 1,000 cubic yards. The primary processing area consists of
13 bays, and each is a self-contained unit with its own aeration fan, ducting, and air distribution
network embedded in the floor (McGill patented). Each bay is independently monitored and
controlled.
The following steps are utilized by McGill to prepare the primary composting bays:
1. A 3-inch layer of clean wood chips (or other dry material) is placed on top of the aeration
channels to facilitate even air distribution throughout the composting mass, absorb excess
moisture, and prevent clogging of the aeration pipes.
2. The blended mixture is placed by front-end loader on top of the wood chips to a height of 10-
to 12- feet. The pile is constructed from back to front. When the pile is about one-half
complete, the operator places a temperature probe sensor in the middle of the batch with the
tip about four feet deep.
3. A layer of screened material is placed over the end of the pile as a cap in order to insulate the
material, improve heat retention, and contribute to the overall tidiness and cleanliness of the
process area.
4. Once the bay is filled, the operator notifies the supervisor to start the bay on the control panel.
This initiates the electronic temperature monitoring. The bay number and start date make up
the batch number for a unique identifier.
The bay temperature probe and supply fan are connected to a centralized processor which monitors
and records temperatures. The processor has a proprietary software program that continuously
adjusts air flow to ensure optimum temperatures and maintain aerobic conditions at all times.
Throughout the day, the plant manager will check the data records to verify operating status and
McGill New Permit Application — Anson
Page 11
www.scsengineers.com

troubleshoot, as needed. The system is randomly verified with a hand-held probe. The system can
also be monitored remotely through cell phones or other portable digital devices by McGill staff.
Typically, the operator can receive and blend two (2) compost processing bays per day. The primary
composting process occurs over the next 7 to 8 days. Once the primary process is complete, the batch
moves to the secondary, curing process (1 of 7 bays) for the next 14+ days. It can take three (3) to
four (4) screened primary bays to fill up a single curing bay. When the process is complete, final
screening will take place and the finished compost product is then stockpiled. The sale, or
distribution, of the compost typically takes place over the next 30 to 90 days.
No excess process wastewater is generated or discharged from the McGill composting process. All
composting activities are performed indoors. Any excess liquids that are generated are fully captured
and recirculated into the composting process through blending. The composting process requires
moisture to maintain suitable conditions to stabilize (breakdown) the organic material, and McGill
carefully balances the moisture content of the batches to minimize excess liquids and compost
efficiently. No stormwater comes in contact with the composting process.
Liquids generated by vehicle washing will be contained in the unloading area and reused in the
process. Any stormwater that comes in contact with outdoor amendment and finished compost
stockpiles is designed so that the runoff is conveyed and attenuated by the permanent stormwater
pond on site (see site plan in Appendix B).
Dust producing, or fine-grained, feedstocks, such as lime, are not stored outdoors, and are typically
not utilized by McGill. Dust from finished compost, and other potential sources, is controlled by the
following steps:
• Batches are thoroughly mixed to ensure sufficient moisture at the beginning of the process
• Misting systems can be used at both screening operations to both prevent and suppress dust
• Loaders are washed down at the end of each shift
• Heavy traffic areas can be sprayed with a water truck on an as -needed basis
Prior to leaving the site, all organic waste delivery vehicles will be required to wash the truck bed and
tires to prevent delivered material from leaving the facility. Water will be used on -site to reduce dust
from roads, windrows, and stockpiled amendments. Sweepers will be used on paved areas at the
scale and building to reduce potential dust that enters the site from incoming trucks.
Litter will be prevented at the site by completing all tipping of organic wastes indoors. The entire site
will be monitored daily and will be patrolled weekly or as needed to pick up litter to maintain a clean
on -site environment. Any litter that is collected will be placed in approved containers for disposal
off -site. The presence of litter is significantly minimized by McGill controlling what materials they
accept and handling all composting processes indoors.
Facility operators will be responsible for sweeping clean material delivery and transfer areas.
Compostable material recovered during good housekeeping operations will be returned to the
composting process. Non-compostable materials will be deposited in a recycling or trash container
located within the facility, as appropriate. Loads with excessive non-compostable material or
material not approved by the permit will be rejected and returned to the generator.
McGill New Permit Application - Anson
Page 12
www.scsengineers.com

4.0 OPERATION PLAN
McGill will own and fully operate the proposed Facility. The Facility will be commissioned and started up
by a team of existing McGill staff, while simultaneously hiring and training local staff to fill the Facility.
McGill would like to use local resources as much as possible to staff, operate, and maintain the Facility.
Key contacts for the operation of the facility are as follows:
Name
Title
Email
Phone
David Annas
Plant Operations
[e-mail]
919-362-1161
Manager
David
Chief Operations Officer
[e-mail]
919-362-1161
Wildgoose
Noel Lyons
President & CEO
[e-mail]
919-362-1161
David Annas will be the on -site contact person, responsible for overseeing the facility manager who will
conduct day-to-day operations of the Facility.
McGill proposes to accept organic waste and amendment materials between the hours of 6:30AM to
6:30 PM Monday through Friday, and from 6:30 AM to 4:30 PM on Saturdays. The Facility will be closed
for material acceptance on Sundays and designated holidays. Operations at the Facility will be
conducted approximately 80 hours per week, but may be continuous as needed for site maintenance.
A McGill employee will be on -site at all times while the gate is unlocked.
4.1 GENERAL SITE OPERATIONS, PROCEDURES, & EQUIPMENT
The Facility property consists of 30.2 acres, of which approximately 20 acres are being proposed for
compost operations area that meet the required buffers and setbacks. The proposed site plan, shown
in Appendix B, utilizes about 15 of those acres for compost operations, roadways, stockpiles, and
other necessary activities. Roadways will be all-weather gravel roads, maintained by McGill, with
concrete and asphalt paving in high -traffic, heavy turning areas, such as the facility entrance and
waste truck off-loading area. All compost processing operations will take place within the building,
under roof, on a reinforced concrete slab. Outside stockpiles and vehicle parking will either be gravel
base or a minimum 12 to 18 inches of clay pad with binder additive, also maintained by McGill.
The site has one access road to enter and exit the site and is located to the south of the property, off
of Dozer Drive. A 30-foot easement has been granted through the adjacent property to allow access,
as illustrated on the Site Plan drawing. There will be a locking metal security gate at the entrance off
of Dozer Drive. The Facility is surrounded by dense woods to the east and north, with a floodplain to
the north west preventing unauthorized access. Additional deterrents, such as a berm or additional
fencing will be installed along the southwest property line as needed.
The Facility will also be protected by security cameras at various locations around the property. The
facility is not open to the general public for either feedstock drop-off or product sales.
Posted at the entrance of the facility are signs that list the types of PPE required, emergency contact
phone numbers, permit number, types of waste received, types of waste not accepted, and operating
McGill New Permit Application - Anson www.scsenciineers.com
Page 13

hours. The types of waste not accepted will include hazardous waste, asbestos containing waste, and
medical waste.
All trucks entering the site will be required to weigh-in on the McGill site scale before unloading.
Paperwork, including a copy of a bill of lading and proof that the source material has been pre -
approved by McGill, will be checked at the scale house. If a truck is rejected at this point, it will leave
the site without unloading.
Vehicles will be accepted and allowed into the facility when the scale house is not occupied, but only if
other approved protocols are followed. In the event the scale house is not occupied, options to record
incoming waste include calling a McGill representative to virtually record the weight via video
surveillance over the scales and scale house. Required documents that are typically submitted with
personnel at the scale house, such as the bills of lading, will be deposited inside drobox.
Trucks with complete paperwork and passing this initial inspection will be permitted to enter the
facility to unload the material. The load will be observed after untarping for conformance with the
approved material. If not acceptable, the vehicle will be rejected and leave the site. If accepted, the
truck may unload. After unloading, the waste material will continue to be observed, and if there is a
problem detected with the waste the load, it will be rejected. Rejected deliveries will be reloaded
onto the original incoming truck and transported from the site back to the point of origin. Depending
on the materials that are rejected, the customer will receive a handling fee for breaching the initial
agreement and approval McGill provided the customer. The fine will cover the expense of McGill
removing and properly disposing of the unacceptable material. All non-compostable material
delivered to the site will be removed and deposited in onsite recycling or trash containers, as
appropriate.
Amendment materials delivered to the site will be ground, if required, and stockpiled outside until
ready for use. All organic waste entering the composting facility will be unloaded indoors to ensure
containment of the source material. After unloading, the truck bed and tires will be washed, and the
wash water will be collected in a containment sump and used in the composting process. Before
leaving the site, the truck will proceed to the scale to be weighed, or it may be loaded with finished
compost material for delivery.
Daily inspections will be made of all critical points within the Facility by the manager or a designated
supervisor. These inspections will be performed at the start and conclusion of each workday and will
include:
• Verification of the operation status of all blower units from the electronic monitoring station;
• Inspection of all temperature charts; and
• Verification of the capacity for the day's incoming feedstocks to establish an appropriate
blending schedule.
• Temperatures within the composting bays will be maintained by an automated control system
similar to standard operating procedures at other McGill facilities. Facility personnel will take
occasional manual readings with temperature probes as a quality control measure and
whenever a reading from the automated system appears abnormal.
• Maintenance technicians will inspect the aeration system daily and will repair and replace
ductwork and piping as necessary. In addition, maintenance personnel will check the air flow
and moisture levels of the biofilter on a weekly basis. During excessively dry periods in the
McGill New Permit Application - Anson
Page 14
www.scsenciineers.com

summer, this may be increased to daily.
The following are general guidelines for all other plant employees:
1. At the beginning of each workday, employees meet with the plant manager or site lead to go
over the rotation of bay schedule, issues still outstanding, and plans for the day.
2. Following the meeting, plant employees go to their assigned area within the plant and inspect
their equipment (screens, loaders, etc.) prior to start up.
3. Employees perform their daily tasks as assigned whether it is blending feedstock, moving curing
materials from one bay to another, repairing equipment, or cleaning bays after use.
4. When the scale office closes, the gate at the entrance is locked for the day.
Successful operation of the Facility relies on many key components of equipment, infrastructure, and
personnel working closely together. Exhibit 5 provides a table with descriptions of any regular
maintenance for compost management devices and equipment.
Exhibit 5.
Component
Description
Maintenance Requirement
Weigh Scale
GSE scale, model 460 (or similar)
Sweeping, washing, and cleaning as needed
Building
Approx. 120,000 sf metal and reinforced
Regularly inspected by plant operator;
Structure
concrete building, corrosion protected as
Special inspections by Engineer, as needed;
applicable, 20 composting bays
General housekeeping by employees daily
Reinforced concrete unloading ramp for
Unloading area
waste delivering trucks, sloped into
Washed down daily
blending area of building
Biofilter Odor
Along with standard odor control
Inspect proper function, replace biofilter media
Control System
practices, main method of odor control
approximately every 3-5 years
Supply/Exhaust
Compost aeration fans and biofilter
Fans are inspected daily, including a visual inspection
Fans
exhaust fans
by the manager or maintenance technician; Fans are
greased as per manufacturer specifications.
Water source
Municipal water supply, Anson County
N/A
water available to site
Daily servicing is performed by a maintenance
Liwell/Trommel
2 screening machines to remove overs
technician or operator, including greasing, tracking
Screens
from compost
belts, cleaning pulleys, and visual inspection; Any
larger maintenance or repair may be performed by
qualified outside vendors
6.5 and 9.0 CY bucket CAT loaders and
All major services performed under service contract
Front -loader and
Bobcat skid steer used for moving &
with supplier/dealer, typically every 250 operating
skid steer
blending materials, loading compost, and
hours and includes fluid changes
cleaning & sweeping bays
McGill New Permit Application — Anson
www.scsengineers.com
Page 15

4.2 KEY PERSONNEL AND TRAINING
The Facility will employ 15 to 20 people. Positions include plant manager, site lead, operators,
maintenance, housekeeping, administration, and truck drivers
The following is a list of some of the key roles planned for the Facility and a brief description of their
duties:
Plant Manager: Responsible for all day-to-day activities at the facility including production,
administration, process control, monitoring and record -keeping, compliance, and training
employees. This individual represents McGill at local civic and business functions and is the
direct supervisor of the plant superintendent.
Site Lead (or Lead Operator): Responsible for through -put at the plant and is the first line
supervisor for all processing employees. Responsibilities include proper handling and storage
of raw materials including monitoring of all incoming loads to verify documents and material
integrity, blending ratios and blend quality, primary processing, screening, curing, and finished
product blending and loading. This individual is also the direct supervisor of all processing
plant employees.
Industrial Mechanic/Technician: Responsible for routine maintenance, repair, replacement of
motor/blower units, transport vehicles, blending and screening units, loaders, tools, and other
equipment; painting and minor structural repairs.
4. Loader Operator: Responsible for the blending of raw materials to assure a proper mixture
according to prescribed ratios, placing blended mixture to composting bays, placing and
removing temperature sensors, cleaning aeration channels, operating loaders, screening plant,
moving fresh compost to screening and curing, blending market products, loading outbound
transport vehicles, scraping the yard, leachate management and collection, daily equipment
inspection and maintenance.
5. Dispatcher: Responsible for scheduling and monitoring McGill and contractor vehicles in and
out of the facility, scheduling and training driver, scheduling vehicle repair and maintenance,
mobilization of equipment, D.O.T. compliance and insurance verification, weigh master.
McGill's corporate training program is designed to ensure that facility personnel are able to perform
their job in accordance with operational requirements. The training also includes methods to employ
safety procedures when working with heavy equipment and respond effectively to an emergency
situation. The employee training program consists of training requirements for all employees and
additional requirements for drivers. Training records, including names of attendees, information
covered in the training session, name of the trainer and examples of training materials/handouts
provided will be maintained at the site for at least five (5) years. Elements of the training program to
be implemented at the Facility for each group of employees are listed below.
Plant Manager: Plant Managers will be specifically trained as a Certified Compost Operator by
a registered organization (such as the US Composting Council or similar) in compliance with
Rule .1406 (19)(a), and renewed every five (5) years. Additional training will be provided by
McGill.
• All Employees: General training will include a company overview, description of personnel
policies, and an overview of health and safety procedures. Job -specific training will be
McGill New Permit Application - Anson
Page 16
www.scsenciineers.com

provided for each employee that includes hands-on utilization of operating equipment, with
particular emphasis on proper operation and safety procedures.
• Drivers: The training program for drivers will include topics related to defensive driving,
personal safety, drug and alcohol testing, accident response, avoiding road hazards, and
facility hours of operation.
• Operational Employees: The training program for operators will include equipment operation
and maintenance, compost pile construction and breakdown, and quality assurance.
Training records, including names of attendees, information covered, trainer, and examples of any
training materials/handouts are to be maintained for a period of five years.
4.3 COMPOST PROCESS AND TESTING
The proposed composting operation to be implemented at the McGill Anson Composting Facility is the
McGill Aerated Static Pile (ASP) method that will occur within the enclosed building area within several
concrete bays. The following paragraphs describe the composting process, start to finish, including
estimated timeframes and other procedures, such as sampling, testing, and recordkeeping.
Compost Process
A McGill operator will blend the materials in the pit with amendments using a dedicated loader in the
blending area. This prevents biosolid material from being tracked throughout the operations building.
Following the mixing process, the mixture is put into processing bays. This commences the primary
processing step. Blended material will be loaded into one of the thirteen (13) independent, enclosed
bays where primary processing occurs. Each bay has a capacity of 1,000 cubic yards. Each bay is a
concrete bunker, with McGill's patented aeration floor, which is equipped with a fan that is used to
facilitate the composting process. The fans are used to control the temperature and ensure aerobic
conditions are being achieved. A wireless temperature probe is programmed to the central control
system in order to maintain the optimal conditions. Material will remain in the primary processing bay
for approximately 7 to 8 days. The objective of primary processing includes achieving Process to
Reduce Further Pathogens (PRFP), significantly reduce readily available volatile solids, and reduce
moisture to a level that insures rapid screening during the next phase.
The primary processing bays will be loaded with blended material in such a way as to optimize the
composting process. A not -to -exceed three (3)-inch layer of clean wood chips (or other suitable
material) will be placed on top of the aeration channels to facilitate even air distribution throughout
the composing pile, absorb excess moisture, and prevent clogging of the aeration pipes. The blended
compost mixture will be placed by front end loader on top of the wood chips to a height of no more
than 12 feet.
When a bay is filled and the temperature probe is in the proper position, the operator notifies the
supervisor to start the bay on the control panel. This initiates the electronic temperature monitoring.
The fan speed will automatically change with real time data to supplement or reduce the amount of
aeration in each bay. The continuous aeration system insures optimum biological activity and that
temperatures remain above PFRP requirements. The biofilter extraction fans will be electronically
controlled to service the blending area, processing areas and curing area to reduce odor from the
facility.
McGill New Permit Application - Anson
Page 17
www.scsengineers.com

Following the primary step, the material is removed by a loader and screened through the primary
screener. The oversized material (overs) is returned to the blending area for future reuse. The finer
fraction uncured compost, referred to as "fines", will go on to the next phase. The objective of
primary screening includes size reductions, homogenizing, and exposing maximum surface area of
fines to insure rapid curing. The screened material is placed in one of seven (7) curing bays where
temperatures are again monitored. Typically, screening of three (3) or more primary bays will be
required to generate sufficient fines to fill one curing bay. The curing bays have identical controls to
the primary bays. Again, the material is subjected to continuous aeration which allows optimum
temperatures to be maintained. Vector Attraction Reduction (VAR) is achieved and recorded during
this phase. The material will remain in the curing bay for a minimum 15 days.
After curing has been completed, compost is considered a salable product, however higher value
markets often require a fine screened product. Compost will be run through the final screen which
will be similar to the primary screen. Finished product will either remain in the curing bays or will be
transported to an outdoor storage area. The objective of final screening is to achieve size reduction
such that finer screened product can be sold to its desired markets. The overs are also a salable
product, but depending on market demand the overs can be added as an amendment at the beginning
of the process for further processing.
Exhibit 6.
Pile Type
Average Height
Average Width
Location/Description
Feedstock pit
12 feet
50 feet
Concrete pit located inside the building, designated as
receiving area on the west side of building
Primary
10 feet
30 feet
13 concrete bays inside the center of the compost building,
Processing Bay
separated by concrete bin blocks or concrete walls 8 to 10' tall
Curing Bay
10 feet
30 feet
7 bays inside the center of the compost building, separated by
concrete bin blocks or concrete walls
Outside stockpile 1 for unground yard waste and wood waste,
Amendment
located to the north of the building; vegetative berms/ditches
Stockpile 1
30 feet
50 feet
separate piles with a minimum 20' clear space all around for
firefighting access
Outside stockpile 2 for ground yard waste and wood waste,
Amendment
and/or overs, located to the north of the building; vegetative
Stockpile 2
30 feet
50 feet
berms/ditches separate piles with a minimum 20' clear space
all around for firefighting access
Finished compost product stored outside to the east of
Final Product
20 feet
30-50 feet
building on clay pad or gravel base; minimum 20' clear space
all around for firefighting access
Exhibit 6 identifies typical stockpile and compost pile sizes used in the ASP composting process. As
described above, no windrows are used as part of the processing process. The process to be used at
the proposed Facility will generate saleable product within four (4) to six (6) weeks of the start of
composting. McGill finished compost is typically sold in bulk, averaging 40-50 cubic yards per load.
Compost is delivered to customers by McGill drivers, customer's own drivers, or contract drivers. The
compost is primarily sold for commercial use, such as general landscaping, construction, agriculture,
erosion control, and sports turf.
McGill New Permit Application — Anson
Page 18
www.scsengineers.com

The site will produce similar products already on the market being sold from McGill's existing facilities
within the United States. McGill is currently contracted with hundreds of authorized resellers in the
Carolinas and Mid -Atlantic states for distribution of their premium compost products. McGill will use
the proven marketing and sales techniques implemented at existing McGill composting facilities to
balance available feedstocks with local product demand. Material generated by the proposed McGill
Composting Facility will be sold in bulk to commercial users or product distributors. A bagging
operation may be added to the Facility at a later date. The product sales manager has responsibility
for sale of finished compost products.
Monitoring/Recordkeeping
The Facility complies with all applicable time and temperature requirements under Rule .1406 and
monitoring and recordkeeping requirements under Rule .1408. As described in the process above, the
compost meets the PFRP for Type 4, aerated static piles within the primary compost process. VAR is
met through McGill's additional curing process. Aerobic conditions are maintained throughout the
composting process. Temperatures are monitored and recorded continuously. Each bay, primary and
curing, has a dedicated temperature probe which is wired to the central control system where
temperature and time are recorded. Probes are placed at the center of each batch, to a depth of
approximately 48-inches.
Temperatures within each bay will be electronically monitored using the temperature probes. Data
from the monitoring points will be recorded every fifteen (15) minutes and stored onsite and saved to
the automated cloud -based software. The electronic control system will automatically operate the
motor/blower units to maintain desired temperatures within each composting mass. The probes are
calibrated at least once per year and documentation is kept in the plant manager's office. The
calibration method includes using a dedicated temperature probe that is calibrated per
manufacturer's specifications and then compared to the reading of the probe after both probes are
placed in a bucket of water.
Moisture of the product within the primary and curing bays is measured at least weekly using the oven
drying method. Those readings are recorded by the plant manager. The plant operations manager is
ultimately responsible for maintaining all records in accordance with Rule .1408, and ensuring VAR
and PFRP are met for each batch, per Rule .1406. An example of a completed temperature log form
for PFRP and VAR requirements is included in Appendix E.
Testing
McGill's testing procedure meets and exceeds the requirements set forth in Rule .1407. McGill also
participates in the U.S. Composting Council's Seal of Testing Assurance (STA) program. For quality
assurance purposes, finished compost samples will be submitted for STA testing each month. This
exceeds the Rule .1407 sampling and testing frequency requirement (every 20,000 tons of compost
produced). An example of a typical STA Report is included in Appendix E.
Samples will be collected from stockpiles of finished product. Any sample collected for testing for
pathogens and nutrients will be a representative composite sample of the compost and will be
processed within the period of time required by specific testing procedures. The finished product
samples will be sent to a USCC-certified lab for analysis on a monthly basis. The compost samples will
be tested for percent foreign matter such as glass, metals, plastics and sharps; quantities of specific
metals including arsenic, cadmium, chromium, copper, lead, mercury, nickel, selenium and zinc;
pathogens; and Kjeldahl nitrogen. Additional quality assurance testing includes determination of bulk
density, salt content, and germination potential.
McGill New Permit Application - Anson
Page 19
www.scsengineers.com

Compost containing sewage sludge will be tested in accordance with 40 CFR 503, Subpart B. All
finished products must meet EPA 503 standards for biosolids prior to distribution, as reported by USCC
Seal of Testing analyses. After screening, curing, and testing, the compost will be ready for market as
an EPA Exceptional Quality (EQ) Product.
Finished compost samples are taken from stockpiles of product by an employee trained in the
sampling procedure, per STA program protocol. The employee wears dedicated, nitrile gloves to
collect the samples, and those gloves are discarded after the sampling is complete. The STA program
requires the following sampling protocols:
Logs, sampling diagrams, and Chain of Custody documents should be prepared (as directed by
the Plant Manager).
Avoid excessively moist compost. If balls form during mixing of composite materials, the
compost is too wet.
3. Use sterile stainless steel, plastic, glass, or Teflon containers and implements for collecting and
mixing samples. Between samples, clean collection tools and containers with soapy water,
well -rinsed and dried.
4. Collect samples from no fewer than 15 sample points, randomly selected and visually
representative of the material to be distributed. Total number of samples should be sufficient
to collect 1 g of material for every 1000 kg of compost (aliquot).
5. Each sampling point shall be at a depth of two to six feet into the pile from the outside surface
of the pile. Samples should be of equal size, at least 1000 cubic centimeters (about 1 quart)
each.
6. Place quickly in container(s) with minimal stirring. Mix and split samples under sheltered
conditions to reduce exposure to wind, temperature, sunlight, and precipitation.
7. Prepare for shipping a composite sample of no less than 1000 cubic centimeters; chill and ship
to the laboratory within 24 hours.
Any sample collected for testing for pathogens and nutrients shall be a representative composite
sample of the compost and shall be processed within a period of time required by the testing
procedure.
4.4 SAFETY, CONTINGENCY, & MAINTENANCE
McGill has worked hard to build a strong market for its products over the past 30 years and sells all or
nearly all its production. However, if compost could not be sold due to a change in market conditions,
McGill would re-engage with the agricultural market or other large bulk outlets such as NC DOT. In the
event of an emergency and/or if the facility stops operations for an extended period of time, alternate
waste handling procedures will be followed. Acceptance of new waste would be stopped and each
stage the materials are located within the composting process would be verified. Amendments could
be accepted stored outside, up to stockpile limits. Materials can be stored within the composting and
curing bays for several days to several weeks before continuing through the composting process or
being loaded out for final sale. In the event that all material would need to be removed from the site,
the composting bays will be emptied of product using a front-end loader. The material would then be
loaded onto a truck and removed from the site (likely to one of McGill's other two North Carolina
facilities).
McGill New Permit Application - Anson
Page 20
www.scsengineers.com

As part of the Stormwater Pollution Prevention Plan training, employees are taught good
housekeeping practices which play into all aspects of keeping the facility sanitary. Dust is periodically
blown off of equipment and tops of walls within the operational building using compressed air.
Throughout the operational area outside of the operational building, water is used for dust
suppression as needed.
At the end of each day, the concrete pad where the trucks unload feedstock into the pit is cleared and
any remnants of sludge or other feedstock is washed into the pit using a hose. All feedstock are either
mixed with amendments and put into processing bays by the end of the day or are properly stored in
the receiving or blending area within the building. Having the composting process carried out indoors
helps maintain sanitary conditions and good vector control.
Housekeeping procedures will be implemented to prevent infestation by insects and rodents. Should
conditions favorable to production of such vectors become apparent —the facility operator will
institute effective control measures. These measures may include the use of insecticides and
rodenticides, applied on an as -needed basis by contracted professional exterminators.
Plant personnel undergo monthly training for required OSHA topics as well as other safety topics
pertinent to the composting industry. Attendees are required to sign a roster, and the rosters are kept
by the human resources department.
McGill employees are trained annually regarding the OSHA required Emergency Action Plan and Fire
Prevention Plan. Employees also undergo annual training for how to properly put out a fire using a
fire extinguisher. The fire extinguisher training is conducted by a third party.
Employees have been trained to either put the fire out using a fire extinguisher or the onsite water
wagon and hose. If the fire cannot be safely extinguished by an employee, the fire department will be
called. Any fire at the facility will be reported to the Solid Waste Section within 24 hours, and a
written notification of the details of the fire will be provided within 1S days of the incident.
The Anson County Fire Marshal has been notified of the proposed Facility. Refer to Appendix C for a
copy of that correspondence.
Since McGill's composting process is contained inside of a building, it is relatively weather -
independent. Historically only significant weather events that resulted in road closures have impacted
the facility. On those occasions, the facility is closed until the roads cleared.
All screening is done with stationary electric equipment, which have far greater reliability than
portable diesel units. A sizable inventory of spare parts is kept for each unit. The aeration fans are
very reliable and require little maintenance. If a long-term power outage occurred, generators would
be utilized to keep the electrical equipment running. McGill has not had this occur in its over thirty
year history.
Over long periods of time, concrete will crack in areas of heavy use. Old concrete is repaired or
removed and replaced on an as needed basis, along with typical building maintenance.
McGill leases all its wheel loaders. While in service, all machines are under warranty and
comprehensive service agreement. McGill's policy is to replace loader approximately every 3 years,
and the mean age of the loaders at similar facilities is under two years. This strategy has greatly
diminished loader downtime. In the event that a loader is down for an extended period, the loader
supplier is required to supply a loaner.
McGill New Permit Application - Anson
Page 21
www.scsengineers.com

Spills are addressed in the Spills and Accident Response Plan, Emergency Action Plan, annual training,
and Stormwater Pollution Prevention Plans. Employees have been trained to respond to spills
according to the type of spill, location, volume, etc. All spills are reported to the compliance manager
for documentation and reporting if necessary.
The composting process will be conducted within an enclosed building; will generate minimal amounts
of noise; and, will comply with local noise ordinances. Grinding operations are conducted outside and
performed as needed, currently estimated to take place 10 times per year, during normal business
hours. Due to the proximity of the site to the existing active Landfill, a significant increase to industrial
noise in the area is not anticipated.
If in the event that the Facility permanently closes, all requirements listed in Rule 15A NCAC 13B .1410
will be followed so that North Carolina DEQ's requirements are satisfied. A closure plan would be
submitted to DEQ for approval prior to closure. The closure plan will include details on the following:
1. All feedstock and unfinished compost materials shall be removed from the site and taken to a
permitted solid waste facility within 180 days;
2. Finished compost materials left onsite shall comply with G.S. 130A-309.05; and
McGill shall notify the Division in writing upon completion of the requirements of the removal
of the compost materials.
5.0 ODOR CONTROL PLAN
McGill implements a comprehensive odor control plan, by way of strict process control and engineered
mitigation measures. A properly blended and managed compost process is not a significant source of
odors. However some of the incoming feedstock can be potential sources of odors. The site plan
drawing, in Appendix B, illustrates potential sources of odors and their locations. The main source of
odor concern is the receiving pit and blending area, within the building. The building exhaust occurs on
the north side of the building through the biofilter(s). There are no properties of concern, or dwelling
directly to the north of the proposed site. The area to the north is protected into the foreseeable future
by Brown Creek, and an approximately 2,500'-wide floodplain.
According to USDA's National Resources Conservation Service wind rose data, the most typically average
wind directions are in the north-northeast direction for this area of North Carolina. The only occupied
land to the northeast of the proposed Facility is the Anson County Landfill.
The McGill Anson Facility will maintain a significant buffer of trees around the perimeter of the site
wherever possible.
The plant manager records the wind speed and direction weekly in order to determine if there may be a
potential issue with odor migration. The date, time, site conditions, weather conditions, and wind
direction are noted. Beyond noting the weather conditions, McGill's policy is to process intake materials
in a timely manner in order to reduce the potential for odors.
If any odor complaints are received, the plant manager along with the compliance manager investigate
the complaint by noting the time of the complaint, the time that the odor was detected, and the wind
direction and speed that day. If the odor is said to be happening currently, either the plant manager or
the compliance manager will investigate both onsite and offsite. Records will be researched to
determine where incoming feedstocks originated on the day of the odor complaint. The response to the
McGill New Permit Application - Anson www.scsengineers.com
Page 22

odor complaint will vary with each situation; however, each complaint will be fully investigated and
documented by McGill personnel. A copy of McGill's odor complaint form is included in Appendix E.
The form is filled out each time there is an odor complaint and is kept by the compliance manager on
McGill's server. The forms will be kept for the duration of the permit as required.
Odor Prevention BMPs
Though the Facility has extensive odor controls in place, prevention is the primary strategy. Central to
this is good housekeeping, prompt and proper mixing, and reliability of the aeration system. The
following is a list of operation procedures and BMPs that will be utilized by McGill for odor prevention
and control at this facility:
1. Employees receive training on methods of how to best control odor through feedstock
management. This training occurs when an employee is hired and is discussed during employee
meetings.
2. Feedstock characteristics management is part of the process as they are unloaded, getting
feedstock properly mixed, and getting that mixture onto aeration bays. The primary composting
process is key in odor management and is part of the composting process at McGill.
3. Attention must be given to both the ingredients and how they are combined. The available
waste materials and amendments must, when blended, fall within the correct moisture range,
C:N ratio and bulk density. Mixing ratios to acquire the desired C:N ratio are discussed in
Section 3.3 of this application.
4. The majority of residuals accepted at the facility have odor potential, so all are handled in a very
controlled manner. Getting incoming residuals properly mixed with a carbon source and getting
the mixture in an aerated pile within a timely manner is important.
5. On occasion, a load of exceptionally odorous material may arrive at the facility. It is inherent in
the design of McGill's composting facility and operational plan that odorous material will be
properly handled upon receipt. Odor prevention begins with McGill's rigorous waste screening
and approval process, which includes testing and review against acceptance criteria. Once
waste is accepted and arrives at the facility, personnel are trained to be able to identify
unacceptable loads prior to unloading and after unloading. All unloading of material takes place
within the unloading area. If a load is exceptionally odorous after unloading, odor mitigation
will be immediately implemented, such as addition of amendments to mitigate odors. An
odorous load that is accepted will be dealt with as a high priority. It will be mixed with extra
amendment and placed in a primary bay with urgency.
6. A properly prepared processing bay allows air to be delivered uniformly across the base of the
bay. Additionally, a properly filled bay with properly blended material will allow air to move
uniformly up through the bay. The composting procedure followed at the facility requires that
piles of material be placed in bays where the compost is exposed to forced air until the
composting process is complete. The construction of the piles and is discussed in detail in
Section 3.4.
7. Monitoring moisture is the leading indicator in odor prevention while blending. Moisture is
monitored during the composting process in order to determine if there is enough moisture
present for microbial activity. McGill's target moisture content for proper operations is 55% -
65% moisture by weight.
8. Typically, there is no generation of leachate from the composting process, but if any should
occur, it cannot escape the building and will be incorporated back into the mixture. All liquids
that come into the blending area as a feedstock are blended with solid materials and carbon
sources and maintained within the building.
McGill New Permit Application - Anson
Page 23
www.scsengineers.com

9. Weather is monitored daily and recorded weekly for wind direction and severe weather.
However, since the composting process is in a building, weather typically does not affect the
process.
10. Air removed from the processing and curing bays is collected through the exhaust fan, duct, and
biofilter system and is discussed further in the following section.
11. It is critical that the air supply fans function properly with very little down time. The first three
(3) days of the composting process are the most critical. During this period, considerable
volatile solids biodegradation and drying take place. As this progresses, the oxygen and cooling
demand decline making the material less sensitive to a mechanical failure. McGill monitors this
process consistently, real-time, and services the aeration system, as needed, with urgency.
In addition to these process controls for odor prevention, the Facility will operate and maintain a large
biofilter system for the main purpose of odor mitigation.
Biofilter Design
At the Facility, odorous air will pass through one (1) biofilter system, with two (2) segments, to remove
odors. Each biofilter segment will measure approximately 140' by 80' by 4-5' tall, and consist of a
header duct, distribution piping, and natural wood -based media. Exact measurements will be finalized
with final design. The biofilter will be designed for a minimum residence time of 30 seconds.
Components of the biofilter system include:
• Extraction Fans: Air will be removed from the "dirty" (air from offloading, blending, and
composting bays) areas of the facility by two (2) biofilter fans. The biofilter fans will be rated at
approximately 50,000 scfm each.
• Extraction Ducting — the ductwork will consist of a header pipe planned to be 36 to 42 inches in
diameter and 150 feet to 200 feet long. Exact measurements will be finalized prior to
construction. Distribution piping will be attached perpendicular to the header along every 8
feet of piping and be perforated to allow even distribution through the media. The wood
based media will be placed on the distribution piping.
• Media: Media will consists of four (4) to five (5) feet of natural material such as larger particle
size compost and woodchips. Media particle size ranges from 3/8-inch to 4-inches. Any particles
sized less than 3/8—inch will be screened out and not included in the biofilter media. These will
be sourced from the existing yard waste compost and wood stockpiles on site or purchased from
a suitable source.
• Aeration fans: There are twenty (20) aeration fans, one per bay, supplying clean air to both
primary and curing bays as part of the aeration system. Note that McGill is currently testing
new methods of air handling that would decrease the number of fans needed by optimizing the
distribution piping and adding dampers. At this time, no determination has been made as to
precise number of fans for the final design.
• Floor: All building floors will be constructed from reinforced concrete. All processing bays will
have built-in channels in the floor to accommodate the aeration piping. The floor of the
biofilter will be comprised of compacted clay soil pad or similar.
McGill New Permit Application - Anson
Page 24
www.scsengineers.com

Biofilter Inspection and Maintenance
The biofilter is working well if air is rising in a uniform pattern over the surface of the pile and odors are
mild and non -offensive. Standard practice will be to perform a daily inspection of the complete system.
During the inspection, personnel are required to look for any abnormalities, such as unusual fan
vibration, pressure gauge reading changes, ducting leakage and during very dry weather, media
moisture.
The following are areas and factors that personnel are responsible for inspecting:
• Extraction fans: The two (2) extraction fans will require simple routine maintenance including
greasing of bearings, belt inspection, and cleaning of housing per manufacturer's
recommendations. These fans are also controlled by individual variable frequency drives (VFD)
and monitored continuously at the facility manager's office and mobile phone. Any repairs
needed will be called in immediately and handled with urgency.
• Header Ducting: Ducting will require minimal if any maintenance. It will be constructed of a
fiberglass resin material, making it corrosion and UV resistant. During the daily inspection,
personnel look for any leaks.
• Media life: Biofilter media is expected to have about a three (3) to five (5)-year life. Overtime
wood -based media will breakdown. Biofilter media can be changed as needed or biofilter media
can be excavated and placed back into the biofilter to promote optimum performance.
• Moisture: Moisture level is an important parameter in biofilter performance. Air coming to the
biofilter will be a mix of dirty air from multiple bays, offloading, and blending. Air from the
headspace above the processing bays will always be at or close to 100% humidity, which based
on years of experience, has been found to be sufficient to maintain appropriate biofilter
moisture levels. To address the possibility of moisture deficiency, a possibility during extended
warm dry periods, the facility will use garden soaker hoses to add water when necessary to
ensure the biofilter maintain correct moisture for effective performance. Based on this
standard operating procedure, the biofilter is sufficiently wetted at all times to prevent dust
emissions even during times of drought or dry periods.
• Temperature: An indoor composting facility of this size continuously produces large volumes of
warm air. Though never warm enough to collect and reuse as an independent energy source, it
is more than sufficient to ensure the building is kept warm and the air going to the biofilter is
warm. The warmth from the process allows the biofilter temperature to be more consistently
maintained irrespective of ambient temperature. Natural media based biofilters contain
thousands of different species of microorganisms that thrive over a range of temperatures. This
allows biofilters to tolerate changes in temperature without greatly hindering performance.
Depth: The depth of the biofilter media is a minimum of 48 inches from the point where air
leaves the delivery piping; this gives 48 inches of contact area. Except for biofilter material, all
components of the aeration system are designed for long-term service. Biofilter media is
replaced as needed and as follows:
1. Remove spent filter media to blending area for reprocessing.
2. Repair/replace aeration piping as needed.
3. Add new media to pad to height of 4-5 ft.
McGill New Permit Application - Anson
Page 25
www.scsengineers.com

With McGill's Odor Control Plan in place, odors from the Facility should be significantly mitigated and,
under normal operating circumstances, no odors will be detected at the property line. If odors cannot
be controlled by the above listed measures, McGill will work to identify the source of the odor, and
eliminate a source of that particular material, as necessary (e.g., terminating contract with the
generator of identified odorous feedstock, for example) or explore other odor control practices noted.
6.0 FINANCIAL ASSURANCE
For Type 4 composting facilities, McGill is required to provide Financial Assurance documentation for
the proposed facility. Using the Solid Waste Section compost facility Permit Guidance, as well as
applicable Section .1800 rules, McGill submits the following financial assurance estimate for the Facility:
Maximum Waste Quantities
Tons
Receiving Pit
1,500
Primary Bays
5,500
Curing Bays
3,500
Total
10,500
In the event of a closure, McGill would haul all waste material on site to the closest existing McGill
facility. That location would be McGill Merry Oaks in New Hill, NC, approximately 100 miles away.
McGill estimates that their current haul rate for said transportation would be $570 per load, and McGill
can haul approximately 22 tons per load.
Estimated Hauling Cost
Max Tons
Ton/Load
# of Loads
10,500
22
477
Transportation per Load $570
Engineer's Cost Estimate $271,890
McGill New Permit Application - Anson
Page 26
www.scsengineers.com

McGill standard process for facility closure is as follows:
1. All feedstock and unfinished compost materials will be removed from the site and taken to a
permitted solid waste facility within 180 days.
2. Ideally, all waste material would be taken to the McGill Merry Oaks facility where it will be
processed and sold as finished compost.
3. Finished compost materials left at the Anson site shall comply with G.S. 130A-309.05.
4. McGill shall notify the Division in writing upon completion of the requirements of the removal of
the compost materials.
McGill's financial assurance mechanism for the Anson Facility will be a surety bond, per Section .1800,
Rule .1805(e)(2).
7.0 OTHER PERMITS
McGill understands that additional permitting is required by the State for the construction and
operation of the Facility. This includes, but is not limited to:
a. Erosion & Sediment Control Permit through the Division of Energy, Mineral, and Land Resources,
as well as a certificate of coverage under NCG01 (construction General Permit for stormwater)
b. NPDES Industrial Stormwater Permit through the Division of Energy, Mineral, and Land
Resources, either by Individual Permit or coverage under NCG24 (General Industrial Stormwater
Permit for composting facilities)
As McGill finalizes the design details of the Facility, an Erosion & Sediment Control Permit application
will be submitted in the coming months. McGill will provide the Solid Waste Section with
documentation of said Permit.
The same will be done for the Industrial Stormwater Permit. However, upon discussions with the
Stormwater Department, a Permit will not be issued until after the Facility is constructed to a point that
stormwater features and planned operations may be properly inspected. McGill plans to submit for
coverage under NCG24, the General Industrial Permit for composting.
Any other permits will be obtained as needed.
8.0 SIGNATURE PAGES
Please refer to the following page for required signatures.
McGill New Permit Application - Anson
Page 27
www.scsengineers.com

Signature page of applicant —
Name of facility M LG'M ()Y\Son CU iMv-K-St; n
I certify under penalty of law that this document and all attachments were prepared under my
direction or supervision and that the information provided in this application is true, accurate, and
complete to the best of my knowledge.
I understand that North Carolina General Statute 130A-22 provides for administrative penalties of up
to fifteen thousand dollars ($15,000.00) per day per each violation of the Solid Waste Management
Rules. I further understand that the Solid Waste Management Rules may be revised or amended in
the future and that the facility siting and operations of this solid waste management facility will be
required to comply with all such revisions or amendments.
t� Sj ttk' JG � 3 Ix
Signature Print Name Date
�t`o'N42,-t Moh 0.Q Fr
Title
MC(siII �n \;i no ni-til F(iuwtSI LL'
Business or organization name

Certification by Land Owner (if different from Applicant):
I hereby certify that I have read and understand the application submitted by
McGill Environmental Facilities, LLC for a permit to operate a compost facility on land owned
by the undersigned located at (address) Dozer Drive (street address not yet finalized); (city)
Polkton, NC, in Anson County, and described in Deed Book and Page(s) Deed Book 02023, Page
0033.
1 specifically grant permission for the proposed compost facility planned for operation within the
confines of the land, as indicated in the permit application. I understand that any permit will be
issued in the names of both the operator and the owner of the facility/property. I acknowledge that
ownership of land on which a solid waste management facility is located may subject me to cleanup
of said property in the event that the operator defaults as well as to liability under the federal
Comprehensive Environmental Responsibility, Compensation and Liability Act ("CERCLA"). Without
accepting any fault or liability, I recognize that ownership of land on which a solid waste management
facility is located may subject me to claims from persons who may be harmed in their persons or
property caused by the solid waste management facility.
I am informed that North Carolina General Statute 130A-22 provides for administrative penalties of
up to fifteen thousand dollars ($15,000) per day per each violation of the Solid Waste Management
Rules. I understand that the Solid Waste Management Rules may be revised or amended in the
future, and that the siting and operation of the facility will be required to comply with any such
revisions or ampndments.
Signatu
Print name
NORTH CAROLINA
6 S0 n County
32. z S .
Date
I, el('kt ell W4,9 , Notary Public for said County and State, do hereby certify that
QOAulc! 10 C-v- SCcrh -1�4personally appeared before me this day and acknowledged the due
execution of the foregoing instrument.
Witness my hand and official seal, this the Zy'k day of A-/4,1- , 202J.
(Official Seal) •`�•�G��� Wj,9�'•
NOTARY i
UBLIC
1Aso••. .•• �•
Notary Public
My commission expires June

ZZs) McGill
Transforming Waste. Rebuilding Sails.
3.24.2023
TO: NC Department of Environmental Quality, Solid Waste Section
FROM: McGill Environmental Facilities, LLC
SUBJECT: McGill Anson Composting Facility, New Permit Application
Dear NC Department of Environmental Quality,
This letter is in reference to the ownership of the property upon which the proposed McGill Anson
Composting Facility will be constructed. McGill Environmental Facilities, LLC entered into a
contract with the current landowner, Mr. Donald Logan Scarborough, to purchase the
approximately 31.64-acre parcel identified in the attached new permit application upon the
issuance of a Solid Waste Composting Facility Permit. Enclosed is the signed and notarized
Landowner Consent form from Mr. Scarborough. Upon permit issuance, McGill Environmental
Facilities, LLC will purchase the property and will own both the land and the McGill Anson
Composting Facility.
Please let me know if there is any additional information you need.
Respectfully,
Kate Sullivan
Project Manager
919-600-9926
[e-mail]
ZZo Mc G illsldingSoils.
mcgi Rcompost. com 1 919-362-1161 1 [e-mail] 1 634 Christian Chapel Church Rd New Hill, NC 27562

Appendix A
Permit Figures
McGill New Permit Application - Anson www.scsenaineers.com

/ \ 0 150 300 600
Al
/ � w
' a
> LIMITS OF ACTIVE
LANDFILL (APPROX.)
i
. N GREEK g I
PROPOSED
100-YR FLOOD ZONE - I ���, I LANDFILL SCALES
SUMMARY OF ADJACENT PARCELS
MAP I.D.
PARCEL NO.
PROPERTY OWNER
1
644500861576
DONALD LOGAN
SCARBOROUGH
2
644500859678
WASTE CONNECTIONS
3
644500952442
NCDOT
4
645500052538
NCDOT
5
644500966359
WASTE CONNECTIONS
6
645500064614
RALPH&THOMPSON
7
645500071355
WASTE CONNECTIONS
8
645500201283
CHAMBERS DEVELOPMENT
OF NC INC
9
644500766990
WASTE CONNECTIONS
10
644500753253
THOMAS WILLIAM BRUCE
11
644500746986
MOOREHARVEY
CHRISTOPHER
12
644500749844
DA GRIFFIN ENTERPRISES
13
644500847553
DA GRIFFIN ENTERPRISES
14
644500749090
WILLS KELLY ALLEN
aaaaa
�
a
a
W J_
t
F Q
/n
Z LL
a
ou
fr w
U) Z
Z
a
H
Q�
J0
a
uo
w 20
Q a WASTE CONNECTIONS
BUILDING NOS. w
+ I /
LOTS 1. 2, 3, 4, 5, 6, 7, 9, AND 13 ARE ALL IN LIGHT a
INDUSTRIAL ZONING CLASSIFICATION PER ANSON COUNTY
U ZONING. LOT I.D. NUMBER 14 IS THE CLOSEST RESIDENTIAL
LOT (ZONE R-20). ANY OTHER PROPERTIES LISTED ARE
UNCLASSIFIED.
'4 MILE - o
i'2 MILEGENDL O /l W J N
\ PROJECT SITE PROPERTY J (=j IN? 1 ' BOUNDARY Z V1 ii
J
ANSON COUNTY PARCELS � W a Z
l z ~ J
1, \ EXISTING LANDFILL LIMITS Z J U =
1wr \ \ ' -1 rJ a 3
iq - APPROX. LOCATION OF APPROX. LOCATION 4 ROADS Q W
OF FIRE HYDRANT J LL y Z
COUNTY WATERLINE / I (3
- \ — PERENNIAL STREAM
/ \
INTERMITTENT STREAM M
w
WATER BODIES
i \ RAILROAD
r�
\ ® DWEWNG/STRUCTURE ,A o o p
• V,
POLKTON
i DMV OFFICE m n
100-YR FLOODPLAIN
13 W U) i
\ I \ / MAP PROPERTY I.D. W J J
4 -
0
� as
�\ O Q N oRI
\ O \ 1 ' /-- / A LANDFlLL MONITORING WELL f IS Z = N m
\ I I 1 WATER MAIN LINEW m Z m o V
O o
lA Y S
\ NEAREST RESIDENCE SEWER MAIN LINE VJ g J O o�
O PROPOSED
2SITE FROM ,UA m Ix IL
\ PROPOSED SITE BOUNDARY) �/ N aoo
/_.. GENERAL NOTES: CADD FILE:
1. THE PROPOSED SITE LOCATED ON THE 30.2-ACRE PARCEL MCGILL_ DWG -
SHOWN, IS d' ENVIRONMENTAL,
L C.Y PURCHASED
NUMBER Y MCGILL DATE:
MBER IS
FEB 2023
SCALE:
2. THIS AERIAL MAP IS A COMPILATION OF FEATURES AS SHOWN
PRELIMINARY PERMIT FIGURE OBTAINED FROM ANSON COUNTY GIS, MCGILL ENVIROMENTAL,
NOT FOR CONSTRUCTION AND VARIOUS SURVEY SOURCES. THE MAP IS DRAWING NO
REPRESENTATIVE AND SHOULD NOT BE USED FOR THE
FEBRUARY2023 \ PURPOSES OF CONSTRUCTION. FIG -1

FIGURE 2 - USGS TOPO MAP
POLKTON, NC
M USGS U.S. DE U.SRGEOPA LJOGIOCAL SURVEY RIOR
ameNmf,—naNymywond
-80.2296'
35,057"
"790°°'nN
78
M
W.
m
74
FA
72
m
E
tM
M.
0 The National Map
v OnDemandbpo
34,9330' 71 72 73 74 75 76 77 78 79
-80.2296'
Produced by the United States Geological Survey SCALE 1:24 000
North American Datum o! 19e31NAD83I
He Syrtem of 1%41W41841.
tVOWmee�grie:UnNeraal Transverse Mercator, Zone t 75 use
oc
rpvldm by Tie Nb1J I Map FIRM), f, Ue best ava11abb, at the time of map m xas 500 0 ZO
-..N.,
yd- nnr c. a aPh tlry m-,eotne. l.:�TI-pbl.o.,aswElt re:�-C. , pM,La
and Orthmmagery. Re1er to aasonated federal Ce ph,c Oat. CommRtee 1PODCI
Mwaare rre aaammxal :ePra data mmrmaHnx.
map is not a legal document. BPuntlaries may be gmel-. for tbis map xale. FEET oowl
Pdva ands wo and same PecuxAnpxarcexuR or axe.T
before entering pdvate Wnd,. Tempo altchanges may tavehpccurredtsJ.ceMseldeu CONTOUR INTERVAL 10 FEET
were whetted dau may no longer represent aztwl surtaze condltlam. AMERIUH VOUJUL DATUM OF 1988
NOR CONTOUR SMOOTHNESS -Medium
Leam Ahou[rM1e Nauonal NeP�M1t p. /naHona p.go
aD/¢,wND ¢unwanDLEs
7.5-MINUTE TOPO QUADRANGLE
Custom Extent
7.5-MINUTE TOPO
80.1046'
80 '8100PnE
34.9330'
80.1046'
ROAD CLASSIFICATION
YCPreJ weH Lrcal Connector
«atR e
Ramp aM1 4w0
.Interstate Route C3US Route O Sure RPute
7.5-MINUTE TOPO, NC
2023

FIGURE 3
National Flood Hazard Layer FIRMette
FEMA
Legend
80o10'39V 35o0'12"N
0 250 500 1,000 1,500 2,000
Basemap: USGS National Map: Orthoimagery. Data refreshed October, 2020
SEE FIS REPORT FOR DETAILED LEGEND AND INDEX MAP FOR FIRM PANEL LAYOUT
Without Base Flood Elevation (BFE)
Zone A, V, A99
SPECIAL FLOOD With BFE or Depth Zone AE, AO, AH, VE, AR
HAZARD AREAS Regulatory Floodway
0.2%Annual Chance Flood Hazard, Areas
of 1% annual chance flood with average
depth less than one foot or with drainage
areas of less than one square mile zone x
_Future Conditions 1% Annual
Chance Flood Hazard zonex
Area with Reduced Flood Risk due to
OTHER AREAS OF Levee. See Notes. zone x
FLOOD HAZARD ��� Area with Flood Risk due to Leveezone D
NO SCREEN Area of Minimal Flood Hazard zonex
Q Effective LOMRs
OTHER AREAS Area of Undetermined Flood Hazard zone
GENERAL -- - - Channel, Culvert, or Storm Sewer
STRUCTURES IIIIIII Levee, Dike, or Floodwall
cl Cross Sections with 1% Annual Chance
t7•s Water Surface Elevation
a - - - Coastal Transect
^-^^-5n— Base Flood Elevation Line (BFE)
Limit of Study
Jurisdiction Boundary
— --- Coastal Transect Baseline
OTHER
_ Profile Baseline
FEATURES
Hydrographic Feature
Digital Data Available N
No Digital Data Available
MAP PANELS
Unmapped
YThe
pin displayed on the map is an approximate
point selected by the user and does not represent
an authoritative property location.
This map complies with FEMA's standards for the use of
digital flood maps if it is not void as described below.
The basemap shown complies with FEMA's basemap
accuracy standards
The flood hazard information is derived directly from the
authoritative NFHL web services provided by FEMA. This map
was exported on 1/24/2023 at 12:01 PM and does not
reflect changes or amendments subsequent to this date and
time. The NFHL and effective information may change or
become superseded by new data over time.
This map image is void if the one or more of the following map
elements do not appear: basemap imagery, flood zone labels,
legend, scale bar, map creation date, community identifiers,
FIRM panel number, and FIRM effective date. Map images for
unmapped and unmodernized areas cannot be used for
regulatory purposes.

FIGURE 4 - PRELIMINARY
WETLANDS EVALUATION
O DP-1
SA
(310 LF)
DP-4 O/
DP-3
WA 1-16
(0.066 ac)
DP-2 O _. -
LEGEND
Site Boundary
Intermittent Stream
Wetland *14
DP-1 O Data Point
SA 1-5 Flag Number/Feature ID -
THE LOCATIONS OF FEATURES SHOWN ON THIS MAP ARE PRELIMINARY AND APPROXIME
USACE. THIS EXHIBIT INCLUDES GPS LOCATIONS OF DELINEATED FEATURES. DELINEATI
12.19.2022.
Drawing 5 Wetland Map
2019 Satellite Imagery from ESRI %`` ` Dozer Drive
and Pilot GPS Data % - Approximate 28.2-Acre Tract
Scale: 1" = 200' ° PILOT � Polkton, Anson County, NC
Date:12.21.22 PILOT ENVIRDNMENTAL,INC Pilot Project8837

Appendix B
Select Project Drawings
McGill New Permit Application - Anson www.scsenaineers.com

CHAMBERS WASTE ,.``��cH1c"AR''%
\ \ S \��
GENERAL NOTES: O� SYSTEMS OF NC
TO BROWN CREEK \ S(�° O DB 434 PG 301 _ Q y.y
1. EXISTING SURVEY INFORMATION AND TOPOGRAPHY SHOWN ` 092)\���\ PIN 6455-00-07-1355 8 _
PROVIDED BY HYATT LAND SURVEYING, PLLC FROM SURVEY \ cc>\� ; �j'``�crNE�•'P�`
DATED MARCH 3, 2023. HORIZONTAL DATUM IS NAD83 8c
VERTICAL DATUM IS NAVD88, US SURVEY FEET.
2. ADDITIONAL INFORMATION, SUCH AS FLOODPLAIN LOCATION,
\ DONALD LOGAN SCARBOROUGH \ NC CORP. LICENSE NO. C-1837
TAKEN FROM ANSON COUNTY GIS. & DAVID A GRIFFIN \ w
\ I DB 1203 PG 260 /�jF \ Q
3. LOCATION OF WETLANDS IS BASED ON PRELIMINARY WETLANDS PIN 6445-00-86-1576
EVALUATION PROVIDED BY PILOT ENVIRONMENTAL, INC. DATED 100-YR 69.966+/- RESIDUAL ACRES \
DECEMBER 21, 2022. FLOODPLAIN
ss °
�092
\• • , WETLANDS
\ \••••••• ��� FLAGGED BY OTHERS z
J 2�0 g/ (SEE NOTE 3)
• \moo �S,6J >
I 28p \ w
/ 290 O
0 50 100 200
/ 51 300
0
6Q / ' o
MO
s cn CDU)
/ o o Z
° <Ul 0
—
N _ LLI
C,3 a J
p U
o 0-)a
� U Z LL
Oa
310 `� J ~ Z p
c Q cn
LLI
0 2
/ zo On fro o M TO ANSON J U
oo z COUNTY LANDFILL Ld �-
o
Ld
U' w NEW PARCEL 31� O ccn a_
30.164 ACRES
DONALD LOGAN SCARBOROUGH c1 co (TOTAL AREA WITHIN PROPERTY LINES)
& DAVID A GRIFFIN Wl BEING A PORTION OF DB 1203 PG 260 320
DB 1203 PG 260 / �o� & PIN 6445-00-86-1576 I o p
PIN 6445-00-86-1576
69.966+/- RESIDUAL ACRES
O S 330 3 Z U
I C.) cm
Jra
V N
b CHAMBERS WASTE Z
SYSTEMS OF NC W a1= Z
O DB 452 PG 147 _ —
HAVING NAD83 (2011) , PIN 6445-00-96-6359 = J
z (EPOCH 2O10) SPC WOODS
° C.) 2
V
N:456657.7064' LJ.I Z
E:1648212.6122' "'�'o �o J Q W
LL Z
LEGEND: CD oC
v THE NCRTKN WAS USED O E w w /' \ V 3:I
TO DERIVED THE NAD83 (2011) SPC w° \ o ( (U
PROJECT SITE PROPERTY BOUNDARY AS SHOWN HEREON AND WILL `S377 �� PROJECT CONTROL POINT
MEET THE REQUIREMENTS r2, HAVING NAD83 (2011) cl
OF REPORTING THE <� 50
— — ADJACENT PROPERTY BOUNDARIES POSITIONAL INFORMATION r0\,J 3 \\� (NO456311010552PC J
OF THE PUBLISHED "'71 w /\ E:1649361.5375
�T
— — — — — EASEMENT CONTROL AS REQUIRED O�� � ��o ° L ELEV — 363.27'
IN 21 NCAC 56.1602 (G) �J o U
a AND .1607 (b)(6) & (e). 350
J TREELINE m:2 m
/ cn
O m
0
/
—
/ O EPHEMERAL DRAINAGE/SWALE w ti a
�I FOR INGRESS, EGRESS oo \� / \ a
INTERMITTENT STREAM & REGRESS �' `� /��;� BRICK AND CHAIN LINK � N Z
DONALD LOGAN SCARBOROUGH /Y� /FENCEENTRAn>\CEGATE W J J
& DAVID A GRIFFIN / \ '� \ Q O m
r° -�� \ � Z � � T J
100-YR FLOODPLAIN PIND644503 PG -00- 626076 I/ —\ \"�� SQ�P \ / W U M mral m�
69.966+/- RESIDUAL ACRES U ' v P Z = CO04 3: 270 MAJOR CONTOUR (10-FOOT) l \ \ \ / Z 0 cc cD 0
i LV m
MINOR CONTOUR (1-FOOT) \ LU Y = o
\ Q a ui o m
j W W W W r W Z c; ..�
WETLANDS 15 TIE FROM POINT 15 TO 1 /� \ \ L) J O `\'
N 85004" 7" E 322.86' \ 00 a= - N
PROJECT CONTROL POINT \O / � r� oC a & o N
DRAINAGE FLOW ARROW HAVING NAD83 (2011) / \ a
(EPOCH 2O10) SPC �J�G/o� CADD FILE:
�i N:456012.6724' \ QO�J OJT \ M CGI LL_ DWG
n E:1648715.7506'
ELEV = 369.49' \ OP�\p\ DATE:
0 Q�' MARCH 2O23
n CHAMBERS WASTE
SYSTEMS OF NC \ SCALE:
v �� DB 419 PG 103 AS SHOWN
PERMIT D RAW I N G \ PIN 6445-00-85-9678 \ DRAWING NO.
i NOT FOR CONSTRUCTION AJ
J \ \
J
Y MARCH 2O23 �
of 2

NOTES:
1. ALL REQUIRED SITE SETBACKS PER 15A NCAC 13B .1404
SHALL BE MET. COMPOST OPERATIONS AREA AS SHOWN
HEREIN IS UNDERSTOOD TO MEET THOSE REQUIREMENTS.
TOTAL AREA WITHIN LIMITS OF COMPOST OPERATIONS IS
20.75 ACRES.
2. PROPOSED LAYOUT PROVIDED BY MACCONNELL &
ASSOCIATES, P.C, DATED MARCH 14, 2023, AND
ADAPTED BY SCS ENGINEERS.
100-YR
FLOODPLAIN
/
/
EROSION CONTROL DEVICE \\
(TO BE DESIGNED)�'�
/ APPROXIMATE LOCATION
/ ` I OF PROPOSED DIVERSION
/ (EXACT DIMENSIONS TO p
/ BE DETERMINED)
10
z Op 0/0
o
• e
CD z • CONCRETE'
PAD
r Epp TRUCK
z \\' OFF-LOADING
m ...
W co100
00
DONALD LOGAN SCARBOROUGH N
& DAVID A GRIFFIN
DB 1203 PG 260
PIN 6445-00-86-1576 EROSION CONTROL DEVICE
69.966+/- RESIDUAL ACRES (TO BE DESIGNED)
J
0
z
0
J
E
�a
N
N
O
LEGEND:
N
g
3 _ _ PROJECT SITE PROPERTY BOUNDARY
° COMPOST OPERATIONS AREA LIMITS
of > PROPOSED DRAINAGE DIVERSION
rn
now::] PROPOSED BUILDING
r
a ° PROPOSED CONCRETE
3
O
O
E PROPOSED GRAVEL OR CONCRETE
PROPOSED CLAY BASE
0
ram,
g
El
I
0
N
N
W
PERMIT DRAWING
NOT FOR CONSTRUCTION
W
MARCH 2O23
GRAVEL DRIVE
DONALD LOGAN SCARBOROUGH
& DAVID A GRIFFIN
DB 1203 PG 260
PIN 6445-00-86-1576
69.966+/- RESIDUAL ACRES
U0 I LUo r-ki Ll7U
PIN 6445-00-86-1576
69.966+/- RESIDUAL ACRES
Ny0 a� STORMWA
POND
WN.
25'
BLENDING
N
APPROX. LOCATION OF
AMENDMENT STOCKPILES
(TYP. 2)
'I'
0
c� ELECTRICAL
BUILDING
/ �iii.
COMPOSTING
BAY (TYP.)
TRACTOR TRAILER
PARKING
(CLAY BASE WITH BINDER)
OFFICE &
/ SCALE HOUSE
00
'V
OFFICE PARKING r0 ?�4
6>0T
GRAVEL DRIVE
24'
CONCRETE PAD
AROUND SCALE
® �1
(CLAY BASE
WITH BINDER)
PRODUCT
STORAGE
(GRAVEL OR
CONCRETE)
/ I
o\
� I
STORAGE AREA
f1.65 AC
(GRADED AND
RE -VEGETATED)
I'll
\ ENTRANCE'
/QQ`' PQ1
GATE q, O
ASPHALT
ENTRANCE
0
/ APPROXIMATE LOCATION OF
FIRE HYDRANT AND ANSON
/ COUNTY WATERLINE
h^
3
WETLANDS
FLAGGED BY OTHERS
APPROXIMATE LOCATION
OF PROPOSED DIVERSION
(EXACT DIMENSIONS TO
BE DETERMINED)
CD
0
cn
I fV
G3
00
m
6)
fV
cn
,
CD
o�
boo
COMPOST OPERATIONS
AREA (20.75 ACRES)
co
o
CHAMBERS WASTE
SYSTEMS OF NC
DB 452 PG 147
PIN 6445-00-96-6359
o
0
m
o
ff
vJ
BRICK AND CHAIN LINK
FENCE ENTRANJ E GATE /
2 ofs s S�13.
/Net p1�
NC CORP. LICENSE NO. C-1837
W
0
Z
0
w
�I0000�
J
�
a
WLLI
—
F
a
w
ZLL
M
0.
0
a
cnZ
Z
acn
JO
_a
0
2
UO
LEILd
U
J
~
U
w
w
O
Q
J
cc
Z
U
CW J
LO
c J
V N
O C/)
w v
�_ W
a z
� H
2 J
Z J
U =
Wv
aLLJ
J_ LL
L
z
cn
0
oc
=
CV
G
u
M
Z
_W
J
U
L)
a}:
m�
m
o ti
� m
W N
Q CL
a
o a
W~
Z
W N
J
Z 0
�0r
m
:2
WVU«I
7
m m
c�
O
O�.
W W Z
o)
O
Y _
...
o
�C3w
u
o
m
T
O J Lu
Z
0
N
O N
zN}
m Q
MoCd
=
� N m
o0o(n
d 0
CADD FILE:
MCGILL_
DWG
DATE:
MARCH
2O23
SCALE:
AS SHOWN
DRAWING NO.
of 2

Appendix C
Property Plat and Zoning
McGill New Permit Application - Anson www.scsenaineers.com

I, MICHAEL BRON HYATT, CERTIFY THAT THIS PLAT WAS DRAWN STATE OF NORTH CAROLINA
UNDER MY SUPERVISION (DEED DESCRIPTIONS AS REFERENCED TO COU`N�TY OF ANSON
HEREON); THAT THE BOUNDARIES NOT SURVEYED ARE CLEARLY �) r� 1 ; , �, rv-t J) c�
INDICATED AS TAKEN FROM INFORMATION REFERENCED TO HEREON; REVIEW OFFICER OF ANSON COUNTY, _J
THAT THE FOLLOWING INFORMATION WAS USED TO PERFORM CERTIFY THAT THE MAP OR PLAT TO
THE GNSS SURVEY; WHICH THIS CERTIFICATION IS AFFIXED MEETS ALL
CLASS B SURVEY STATUTORY REQUIREMENTS FOR RECORDING.
0.19 POSITIONAL ACCURACY
RTK FIELD PROCEDURES
DATE(S) OF SURVEY = 1-24-23 REVIIEW OFFICER
NAM 83 MAT"
FILED Mar 17, 2023 01:14 pm
BOOK 02023
PAGE 0033 THRU 0033
INSTRUMENT # 00573
RECORDING $21.00
EXCISE TAX (None)
FILED
ANSON COUNTY NC
GREG L. EUDY
REGISTER OF DEEDS
OET
M 2011 (EPOCH 2O10)
FIXED CONTROL = NONE
� ,1 -j 13
DATE
CSFU = 0.999874002
A
UNITS ARE US SURVEY FEET
THAT THIS PLAT WAS PREPARED IN ACCORDANCE WITH G.S. 47-30 (f) (11) d.
i
THIS PLAT MEETS THE REQUIREMENTS OF THE STANDARDS OF PRACTICE
FOR LAND SURVEYING IN NORTH CAROLINA (21 NCAC 56.1600)
\ `�
G.S. 47-30 (f) (11) d.
I, MICHAEL BRON HYATT,CERTIFY THAT THIS SURVEY IS OF ANOTHER
\\
\ �\
CATEGORY, SUCH AS THE RECOMBINATION OF EXISTING PARCELS, A COURT -
ORDERED
SURVEY, OR OTHER EXCEPTION TO THE DEFINITION OF A
SUBDIVISION.
NOTE; THIS SURVEY CREATES A PARCEL OR RESIDUAL PARCEL
?> \`�
GREATER THAN TEN ACRES.
\ r7d
DAY OF JANUARY, 2 3, A.D.
\ •(5 , ,\
ATHS
DONALD LOGAN SCARBOROUGH
\
PROFESSIONAL LAND SURVEYO
& DAVID A GRIFFIN
\
4490
DB 1203 PG 260
/
PIN 6445-00-86-1576
/ 69.966+/-
LICENSE NUMBER
RESIDUAL ACRES
CA11/04
ESS,o�`
SEAL —_
I
= r L-4490 =
v o
J
BRO;\\�\\�\\\
0.
� �60
i
� \k
i
i
i
i
i
i
i
i
i
O� 4
NEW PARCEL
DONALD LOGAN SCARBOROUGH
& DAVID A GRIFFIN
DB 1203 PG 260
PIN 6445-00-86-1576
69.966+/- RESIDUAL ACRES
POINT DESCRIPTIONS
1) #4 RS FGS
2) CALCULATED POINT (NO MONUMENTATION)
3)#4 RS 0.V AGS ON THE WEST BANK OF A DRAIN
4) #4 RS FGS
5) #4 RS 0.V AGS BY NEW WHITE OAK POINTER
6) #4 RF 0.3' AGS BY AN EXISTING OAK POINTER
7) #4 RF 0.1' AGS
8) #4 RS FGS
9) CALCULATED POINT (NO MONUMENTATION)
10) #4 RF 0.45' BGS IN A SOIL DRIVE
11) #4 RF 0.T BGS
12) MNF FAS CL OF DOZER DR
13) #4 RF 0.2' AGS BY EXISTING PINE & SWEETGUM POINTERS
14) CALCULATED POINT CL OF DOZER DR
NOTES
1 ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES UNLESS NOTED OTHERWISE.
2 EASEMENTS AND RIGHT-OF-WAYS NOT SURVEYED, UNLESS NOTED OTHERWISE,
3 UNDERGROUND UTILITIES, TANKS, AND OR LINES NOT SURVEYED UNLESS NOTED
OTHERWISE.
4 AREA COMPUTED BY COORDINATE METHOD.
5 MONUMENTATION IS MEASURED TO THE OUTSIDE DIAMETER.
6 THIS SURVEY MAY BE SUBJECT TO OTHER EASEMENTS AND R/W'S WHETHER EXPRESSED
OR IMPLIED. THIS SURVEY MAY ALSO BE SUBJECT TO FACTS DISCLOSED IN A FULL AND
ACCURATE TITLE SEARCH.
7 ADJOINER INFORMATION IS THE BEST THAT COULD BE REASONABLY OBTAINED AT THIS
TIME.
8 ALL DISTANCES AND COORDINATES AS SHOWN HEREON ARE UNITED STATES SURVEY FEET.
9 THIS PROPERTY DOES NOT APPEAR TO BE WITHIN A FEMA FLOOD HAZARD ZONE PER FEMA
FIRM 3710644500J (EFFECTIVE DATE 08-19-2008).
VA
� r
Z
m
w
0
N
O
HAVING NAD83 (2011)
(EPOCH 2O10) SPC
N:456657.7064'
E:1648212.6122'
THE NCRTKN WAS USED
TO DERIVED THE NAD83 (2011) SPC
AS SHOWN HEREON AND WILL
MEET THE REQUIREMENTS
OF REPORTING THE
POSITIONAL INFORMATION
OF THE PUBLISHED
CONTROL AS REQUIRED
IN 21 NCAC 56.1602 (G)
AND .1607 (b)(6) & (e).
DONALD LOGAN SCARBOROUGH
& DAVID A GRIFFIN
DB 1203 PG 260
PIN 6445-00-86-1576
69.966+/- RESIDUAL ACRES
GRID TIE INFORMATION
30.164 ACRES
(TOTAL AREA WITHIN PROPERTY LINES)
BEING A PORTION OF DB 1203 PG 260
& PIN 6445-00-86-1576
�Su' i�,'LF�'l�,L
,7, Q.
oar
SOT
9!J
NEW 30' EASEMENT
FOR INGRESS, EGRESS
& REGRESS
0.303 TOTAL ACRES
WITHIN NEW EASEMENT /
GRID TIE LINE FROM NCGS MONUMENT "CREEK" FOUND FGS
HAVING NAD83 (2001) PUBLISHED SPC N:455653.1499' E:1646865.7696'
& NAD83 (2011) SPC N:455653.5042' E:1646865.9241'
TO POINT 3 OF THIS PLAT N 53'1720" E 1680.09' (GROUND)
LEGEND / NOMENCLATURE
CL = CENTERLINE
NSCL = NAIL SET IN CL
FGS = FLUSH WITH GROUND SURFACE
R/W = RIGHT-OF-WAY
NFCL = NAIL FOUND IN CL
AGS = ABOVE GROUND SURFACE
SR = STATE ROAD
MNF = MAGNAIL FOUND
BGS = BELOW GROUND SURFACE
IRS = IRON ROD SET
MNS = MAGNAIL SET
FAS = FLUSH WITH ASPHALT SURFACE
IRF = IRON ROD FOUND
OUL = OVERHEAD UTILITY LINE
AAS = ABOVE ASPHALT SURFACE
IPF= IRON PIPE FOUND
RS = REBAR SET
BAS = BELOW ASPHALT SURFACE
IPS= IRON PIPE SET
RF = REBAR FOUND
DB = DEED BOOK
PIN = PARCEL IDENTIFICATION NUMBER
PB = PLAT BOOK
NAD 83 = NORTH AMERICAN DATUM 1983
PC =PLAT CABINET
SPC = STATE PLANE COORDINATES
PH = PLAT HANGER
GNSS =GLOBAL NAVIGATION SATELLITE SYSTEM
NTS = NOT TO SCALE
CSFU = COMBINED SCALE FACTOR USED
PG = PAGE
NCGS = NORTH CAROLINA GEODETIC SURVEY
NCRTKN = NORTH CAROLINA REAL TIME KINEMATIC
NETWORK
= SURVEYED PROPERTY LINE
— — — — — — — — = PROPERTY LINE (NOT SURVEYED)
........................ • • • • • = OUL = OVERHEAD UTILITY LINE
— — — — — — — = CALCULATED DEED LINE (APPROXIMATE LOCATION)
------------------ = TIE & DEED LINE
= TIE LINE
= ROAD RIGHT OF WAY LINE
0 = UTILITY POLE
O = CALCULATED POINT
(NO MONUMENTATION)
LOCATION MAP
NOT TO SCALE
SURVEY pQ O
SITE Q op��P z
Aq`SO
ti
,
HYATT LAND SURVEYING, PLLC
MICHAEL BRON HYATT, NCPLS L-4490
FIRM P-0676
1521 TUCKER ROAD
PEACHLAND, NC 28133
704 272-9269
r / o
26 01��
\S 5�
12
518
9
\ 1 (9-14)
J /
CHAMBERS WASTE /
SYSTEMS OF NC /
DB 419 PG 103 /
PIN 6445-00-85-9678 /
/
/
/
/
/
SS3o
019
oc I a
Mz
m
c0 i
U
z
CHAMBERS WASTE
SYSTEMS OF NC
DB 434 PG 301
PIN 6455-00-07-1355
O
T
0
w
Cn
09
W
R7
N
cD
IC?
N
CHAMBERS WASTE
SYSTEMS OF NC
DB 452 PG 147
PIN 6445-00-96-6359
i
i
i
i
L1 THRU L14 ARE LINES ALONG THE MARGIN
OF A NEW 30' EASEMENT FOR INGRESS,
EGRESS & REGRESS
LINE
BEARING
DISTANCE
L1
S 49'45'09" W
30.01'
L2
N 42'03'03" W
60.03'
L3
N 68'1126" W
150.15,
L4
N 29'28'12" W
36.28'
L5
N 04'3810" W
32.78'
L6
N 30'04'19" E
60,38'
L7
N 12'4222" E
122.06'
L8
S 53'1 T12" E
32,87'
L9
S 12'42'22" W
113.22'
L10
S 30'04'19" W
55.59'
L11
S 04'38'10" E
16.80'
L12
S 29'2812" E
19.14'
L13
S 68'1126" E
146.57'
L14
S 42'03'03" E
67.94'
L15 THRU L18 ARE TIE DEED LINES
L15
S 50'07'51" W
81.12'
L16
S 49'42'26" W
35.08'
L17
S 42'01'29" E
60.08'
L18
S 49'45'09" W
30.02'
/ CURRENT OWNERS OF RECORD
/ DONALD LOGAN SCARBOROUGH & DAVID A. GRIFFIN
/ 1691 CAMERON RD
/ POLKTON, NC 28135
GRAPHIC SCALE IN FEET
75 0 37.5 75 150 300
1 inch = 150 feet
JOB NUMBER: 23004 1 DRAWN BY: JAMIE WEBB
NEW PARCEL SURVEY FOR
McGILL ENVIRONMENTAL
S YS TEMS OF NC, INC
LANESBORO & WADESBORO TOWNSHIP
ANSON COUNTY, INC
JANUARY 25th, 2023

Anson County Board ofCommissioners
101 S. Greene Street
Wadesboro, NC 28170
June 23, 2022
Mr. Noel Lyons
McGill Environmental Services
634 Christian Chapel Church Rd
New Hill, NC 27562
Dear Mr. Lyons:
Jarvis T. Woodburn
Chairperson
704-994-3228
[e-mail]
Please accept this letter as confirmation that the Anson County Commissioners voted unanimously at
our June 7, 2022 meeting to support the location of a McGill composting facility at an approximately
25-acre site adjacent to the Waste Systems landfill off Dozer Road in Anson County. For planning
purposes, the property has been identified by our economic development office as the northeast
corner of parcel 644500861576.
The identified construction site is not in a zoned area of the county, and as such is not subject to any
specific land use requirements imposed by the county. It is worth noting, however, that this site is
immediately adjacent to a landfill and the proposed composting facility is viewed by our economic
development office as the "best and highest" use of this land.
The only formal approvals required by the county will be the standard construction permits and
Certificate of Occupancy, which are ongoing.
Thank you for considering Anson County as the location for the newest McGill facility. Please let me
know if you have any questions or if I can be of further assistance.
Regards,
Jarvis T. Woodburn
Chairperson

Brokaw, Matt
From:
Sent:
To:
Cc:
Subject:
Attachments:
Good afternoon Rodney and Wes,
Brokaw, Matt
Monday, March 13, 2023 2:39 PM
[e-mail]; [e-mail]
Katherine Sullivan
Anson Facility Notification - McGill Environmental
FIG 1_ AERIAL MAP- FEB-23.pdf
On behalf of McGill Environmental, I am writing to inform of the planned composting facility off of Dozer Drive in
Polkton. SCS Engineers is currently preparing permit application documents to seek approval from NCDEQ— Solid Waste
Section on the proposed facility. Part of the permit required is to provide notification to the local fire protection
agency. We believe that to be the Anson County Fire Marshal in this case.
I've attached a concept map showing the location of the proposed facility. Again, we are still in the design and
permitting stages, and will plan to consult with you further as we get closer to construction, if/when the necessary
permits are approved. Please allow this email to serve as notification on the planned facility, and do not hesitate to
contact myself, or Kate Sullivan with McGill, if you have any questions at this time.
Thank you,
Matt Brokaw, PE
Sr. Project Professional
SCS Engineers
3801 Lake Boone Trail, Suite 410
Raleigh, NC 27607
919.604.4342 (C)
[e-mail]
Driven by Client Success
www.scsenizineers.com

Appendix D
Analytical Sample Data
McGill New Permit Application - Anson www.scsenaineers.com

Representative Sample Analysis 1 - WWTP Biosolids
Case Narrative
Client: Bio-Nomics Services., Inc. Job ID: 680-212173-1
Project/Site: 12 mile
Job ID: 680-212173-1
Laboratory: Eurofins Savannah
Narrative
Revision 1
The report being provided is a revision of the original report sent on 4/18/2022. The report (revision 1) is being revised in order to add %
Solids test to this sample for the PCBs dry -weight calculation.
Receipt
The samples were received on 3/5/2022 9:50 AM. Unless otherwise noted below, the samples arrived in good condition, and where
required, properly preserved and on ice. The temperatures of the 2 coolers at receipt time were 1.80 C and 1.91 C.
GC/MS VOA
Method 8260D: The CCV for analytical batch 680-710618 recovered outside control limits for the following analyte(s): 2-Butanone (MEK).
2-Butanone (MEK) has been identified as a poor performing analyte when analyzed using this method; therefore, re-extraction/re-analysis
was not performed. These results have been reported and qualified.
Method 8260D: The laboratory control sample (LCS) for analytical batch 680-710618 recovered outside control limits for the following
analyte(s): 2-Butanone. 2-Butanone has been identified as a poor performing analyte when analyzed using this method; therefore,
re-extraction/re-analysis was not performed. These results have been reported and qualified.
No additional analytical or quality issues were noted, other than those described above or in the Definitions/Glossary page.
GC/MS Semi VOA
Method 3510C: The following samples listed formed emulsions during the extraction procedure: 12 Mile (680-212173-1). The emulsions
were broken up using Sodium Sulfate.
Method 8270E: The following sample was diluted to bring the concentration of target analytes within the calibration range for 3 & 4
Methylphenol: 12 Mile (680-212173-1). Elevated reporting limits (RLs) are provided.
No additional analytical or quality issues were noted, other than those described above or in the Definitions/Glossary page.
GC Semi VOA
Method 8081 B: Two surrogates are used for this analysis. The laboratory's SOP allows one of these surrogates to be outside acceptance
criteria without performing re-extraction/re-analysis. The following samples contained an allowable number of surrogate compounds
outside limits: (LB 680-709822/1-E), (LCS 680-710194/6-A) and (MB 680-710194/4-A). These results have been reported and qualified.
No additional analytical or quality issues were noted, other than those described above or in the Definitions/Glossary page.
Metals
No analytical or quality issues were noted, other than those described in the Definitions/Glossary page.
General Chemistry
Method 9045D: prepared at a 5g/20mL ratio due to matrix.
Method 1030: NB = No Burn (Does not ignite)
No additional analytical or quality issues were noted, other than those described above or in the Definitions/Glossary page.
Eurofins Savannah
Page 4 of 27 6/10/2022 (Rev. 1)

Client Sample Results
Client: Bio-Nomics Services., Inc.
Job ID: 680-212173-1
Project/Site: 12 mile
Client Sample ID: 12 Mile
Lab Sample
ID: 680-212173-1
Date Collected: 03/02/22 08:00
Matrix:
Solid
Date Received: 03/05/22 09:50
Method: 8260D - Volatile Organic Compounds by GC/MS - TCLP
Analyte
Result Qualifier
RL
MDL
Unit
D
Prepared
Analyzed
Dil Fac
1,1-Dichloroethene
ND
0.0200
mg/L
03/14/22 17:12
20
1,2-Dichloroethane
ND
0.0200
mg/L
03/14/22 17:12
20
1,4-Dichlorobenzene
ND
0.0200
mg/L
03/14/22 17:12
20
2-Butanone (MEK)
4.33
0.200
mg/L
03/14/22 17:12
20
Benzene
ND
0.0200
mg/L
03/14/22 17:12
20
Carbon tetrachloride
ND
0.0200
mg/L
03/14/22 17:12
20
Chlorobenzene
ND
0.0200
mg/L
03/14/22 17:12
20
Chloroform
ND
0.0200
mg/L
03/14/22 17:12
20
Tetrachloroethene
ND
0.0200
mg/L
03/14/22 17:12
20
Trichloroethene
ND
0.0200
mg/L
03/14/22 17:12
20
Vinyl chloride
ND
0.0200
mg/L
03/14/22 17:12
20
Surrogate
%Recovery Qualifier
Limits
Prepared
Analyzed
Dil Fac
1,2-Dichloroethane-d4 (Surr)
99
60- 124
03114122 17:12
20
4-Bromofluorobenzene (Surr)
99
70 - 130
03114122 17:12
20
Dibromofluoromethane (Surr)
107
70 - 130
03114122 17:12
20
Toluene-d8 (Surr)
111
70 - 130
03114122 17:12
20
Method: 8270E - Semivolatile Organic Compounds
(GC/MS) - TCLP
Analyte
Result Qualifier
RL
MDL
Unit
D
Prepared
Analyzed
Dil Fac
2,4,5-Trichlorophenol
ND
0.0500
mg/L
03/10/22 16:47
03/12/22 01:28
1
2,4,6-Trichlorophenol
ND
0.0500
mg/L
03/10/22 16:47
03/12/22 01:28
1
2,4-Dinitrotoluene
ND
0.0500
mg/L
03/10/22 16:47
03/12/22 01:28
1
2-Methylphenol
ND
0.0500
mg/L
03/10/22 16:47
03/12/22 01:28
1
Hexachlorobenzene
ND
0.0500
mg/L
03/10/22 16:47
03/12/22 01:28
1
Hexachlorobutadiene
ND
0.0500
mg/L
03/10/22 16:47
03/12/22 01:28
1
Hexachloroethane
ND
0.0500
mg/L
03/10/22 16:47
03/12/22 01:28
1
Nitrobenzene
ND
0.0500
mg/L
03/10/22 16:47
03/12/22 01:28
1
Pentachlorophenol
ND
0.250
mg/L
03/10/22 16:47
03/12/22 01:28
1
Pyridine
ND
0.250
mg/L
03/10/22 16:47
03/12/22 01:28
1
Surrogate
%Recovery Qualifier
Limits
Prepared
Analyzed
Dil Fac
2,4,6-Tribromophenol (Surr)
56
30- 130
03110122 16:47
03112122 01:28
1
2-Fluorobiphenyl (Surr)
39
25 - 130
03110122 16:47
03112122 01:28
1
2-Fluorophenol (Surr)
27
10 - 130
03110122 16:47
03112122 01:28
1
Nitrobenzene-d5 (Surr)
42
30- 130
03110122 16:47
03112122 01:28
1
Phenol-d5 (Surr)
20
10- 130
03110122 16:47
03112122 01:28
1
Terphenyl-d14 (Surr)
54
35- 131
03110122 16:47
03112122 01:28
1
Method: 8270E - Semivolatile Organic Compounds
(GC/MS) - TCLP
- DL
Analyte
Result Qualifier
RL
MDL
Unit
D
Prepared
Analyzed
Dil Fac
3 & 4 Methylphenol
2.21
0.100
mg/L
03/10/22 16:47
03/14/22 20:56
2
Method: 8081B - Organochlorine Pesticides (GC) - TCLP
Analyte
Result Qualifier
RL
MDL
Unit
D
Prepared
Analyzed
Dil Fac
Chlordane (technical)
ND
0.0120
mg/L
03/10/22 17:04
03/12/22 21:31
1
Endrin
ND
0.00120
mg/L
03/10/22 17:04
03/12/22 21:31
1
gamma-BHC (Lindane)
ND
0.00120
mg/L
03/10/22 17:04
03/12/22 21:31
1
Heptachlor
ND F1
0.00120
mg/L
03/10/22 17:04
03/12/22 21:31
1
Heptachlor epoxide
ND
0.00120
mg/L
03/10/22 17:04
03/12/22 21:31
1
Methoxychlor
ND
0.00120
mg/L
03/10/22 17:04
03/12/22 21:31
1
Eurofins Savannah
Page 5 of 27 6/10/2022 (Rev. 1)

Client Sample Results
Client: Bio-Nomics Services., Inc.
Project/Site: 12 mile
Client Sample ID: 12 Mile
Date Collected: 03/02/22 08:00
Date Received: 03/05/22 09:50
Job ID: 680-212173-1
Lab Sample ID: 680-212173-1
Matrix: Solid
Method: 8081B - Organochlorine Pesticides (GC) - TCLP (Continued)
Analyte
Result Qualifier
RL MDL
Unit
D
Prepared
Analyzed
Dil Fac
Toxaphene
ND
0.120
mg/L
03/10/22 17:04
03/12/22 21:31
1
Surrogate
%Recovery Qualifier
Limits
Prepared
Analyzed
DU Fac
DCB Decachlorobiphenyl
39
14 - 130
03110122 17.04
03/12/22 21:31
1
Tetrachloro-m-xylene
48
40 - 130
03110122 17.04
03112122 21:31
1
Method: 8151A - Herbicides (GC) - TCLP
F
Analyte
Result Qualifier
RL MDL
Unit
D
Prepared
Analyzed
Dil Fac
2,4-D
ND
0.0149
mg/L
03/09/22 20:02
03/13/22 06:02
1
Silvex (2,4,5-TP)
ND
0.0117
mg/L
03/09/22 20:02
03/13/22 06:02
1
Surrogate
%Recovery Qualifier
Limits
Prepared
Analyzed
Dil Fac
DCAA
103
26 - 137
03/09/22 20:02
03113122 06:02
1
Method: 6010D - Metals (ICP) -
TCLP
Analyte
Result Qualifier
RL MDL
Unit
D
Prepared
Analyzed
Dil Fac
Arsenic
ND
0.200
mg/L
03/10/2212:06
03/11/2212:51
1
Barium
ND
1.00
mg/L
03/10/2212:06
03/11/2212:51
1
Cadmium
ND
0.100
mg/L
03/10/2212:06
03/11/2212:51
1
Chromium
ND
0.200
mg/L
03/10/2212:06
03/11/2212:51
1
Lead
ND
0.200
mg/L
03/10/2212:06
03/11/2212:51
1
Selenium
ND
0.500
mg/L
03/10/2212:06
03/11/2212:51
1
Silver
ND
0.100
mg/L
03/10/2212:06
03111/2212:51
1
Method: 7470A - Mercury (CVAA) - TCLP
Analyte
Result Qualifier
RL MDL
Unit
D
Prepared
Analyzed
Dil Fac
Mercury
ND
0.0200
mg/L
03/10/2210:37
03/10/2215:04
1
General Chemistry
Analyte
Result Qualifier
NONE NONE
Unit
D
Prepared
Analyzed
Dil Fac
Ig nitability
NB
mm/sec
03/10/22 12:40
1
Analyte
Result Qualifier
RL MDL
Unit
D
Prepared
Analyzed
Dil Fac
Cyanide, Total
ND
0.495
mg/Kg
03/09/22 10:52
03/09/22 13:36
1
Sulfide
ND
58.8
mg/Kg
03/10/22 09:51
03/10/22 15:45
1
Analyte
Result Qualifier
RL RL
Unit
D
Prepared
Analyzed
Dil Fac
Temperature
21.0 HF
0.1
Celsius
03/08/2212:33
1
Soil pH in Water
6.0 HF
0.1
PH Units
03/08/22 12:33
1
Client Sample ID: 12 Mile
Lab Sample
ID: 680-212173-1
Date Collected: 03/02/22 08:00
Matrix: Solid
Date Received: 03/05/22 09:50
Percent Solids:
12.3
Method: 8082A - Polychlorinated
Biphenyls (PCBs)
by Gas Chromatography
Analyte
Result Qualifier
RL MDL
Unit
D
Prepared
Analyzed
Dil Fac
PCB-1016
ND
0.157
mg/Kg
*
03/09/22 16:11
03/10/22 22:25
1
PCB-1221
ND
0.134
mg/Kg
*
03/09/22 16:11
03/10/22 22:25
1
PCB-1232
ND
0.134
mg/Kg
*
03/09/22 16:11
03/10/22 22:25
1
PCB-1242
ND
0.134
mg/Kg
*
03/09/22 16:11
03/10/22 22:25
1
PCB-1248
ND
0.134
mg/Kg
*
03/09/22 16:11
03/10/22 22:25
1
PCB-1254
ND
0.134
mg/Kg
*
03/09/22 16:11
03/10/22 22:25
1
PCB-1260
ND
0.134
mg/Kg
*
03/09/22 16:11
03/10/22 22:25
1
Eurofins Savannah
Page 6 of 27 6/10/2022 (Rev. 1)

Client Sample Results
Client: Bio-Nomics Services., Inc. Job ID: 680-212173-1
Project/Site: 12 mile
Client Sample ID: 12 Mile Lab Sample ID: 680-212173-1
Date Collected: 03/02/22 08:00 Matrix: Solid
Date Received: 03/05/22 09:50 Percent Solids: 12.3
Surrogate %Recovery Qualifier Limits Prepared Analyzed Dil Fac
Tetrachloro-m-xylene 91 22 - 130 03109122 16:11 03110122 22:25 1
DCB Decachlorobiphenyl 38 p 25 - 138 03109122 16:11 03110122 22:25 1
Eurofins Savannah
Page 7 of 27 6/10/2022 (Rev. 1)

Representative Sample Analysis 2 - Alum Sludge
RESEARCH & ANALYTICAL
LABORATORIES, INC.tia
Anal tical/Process Consultations rr
Y � IE�ANPyp•��
+rrn� ,u,��
October 10, 2019
Orange Water & Sewer Authority
400 Jones Ferry Road
Carrboro, NC 27510
Attention: Katie Harrold
Chemical Analysis for Selected Parameters and Sampling Location Identified as Alum & Ferric Sludge + TCLP
(An Orange Waste & Sewer Authority Project, collected 18 September 2019)
I. Miscellaneous
Ferric/Alum Sludge
Parameters
Unit
Sludge
Aluminum, Total
mg/kg
12,200
Ammonia -Nitrogen (NH-3-N)
mg/kg
835
Arsenic,Total
mg/kg
<3.96
Calcium, Total
mg/kg
895
Cadmium, Total
mg/kg
<0.396
Copper, Total
mg/kg
<3.96
Chloride
mg/kg
559
Chromium, Total
mg/kg
33.5
Cyanide
mg/kg
1.13
Iron, Total
mg/kg
293,000
Lead, Total
mg/kg
19.3
Magnesium, Total
mg/kg
<198
Manganese, Total
mg/kg
6,370
Mercury, Total
mg/kg
<0.131
Molybdenum, Total
mg/kg
<3.96
Nickel, Total
mg/kg
30.1
Nitrite -Nitrogen (NO-2-N)
mg/kg
<0.392
Nitrate -Nitrogen (NO-3-N)
mg/kg
8.04
NO2+NO3
mg/kg
8.04
Phosphorus, Total
mg/kg
2,070
Potassium, Total
mg/kg
<198
Selenium, Total
mg/kg
<3.96
Silicon, Total
mg/kg
3,940
Silver, Total
mg/kg
<3.96
Sodium, Total
mg/kg
217
Sulfide
mg/kg
<2.10
Sulfur
mg/kg
8,410
Thallium, Total
mg/kg
<3.96
Total Kjeldahl Nitrogen (TKN)
mg/kg
7,650
Zinc, Total
mg/kg
33.9
Total Solids
%
25.5
% Water
%
74.5
Sample Number:
72329-01
Sample Collected Date:
09/18/19
Sample Collected Time:
1900
mg/kg = milligrams per kilogram = parts per million
%— Percent
Std. Units = Standard Units

©IZESEARCIi 8d ANAtyTICAt
LAbORATORIES, INC.
Analytical/Process Consultations
Toxicity Characteristic Leachate Procedure (TCLP) Analysis of Sample Identified as Alum & Ferric Sludge + TCLP
(An Orange Water & Sewer Authority Project. collected 18 September 2019)
prnVbpe ,,i
e•, 4s6V ��`�e
N6t894 -
".�f7F0 ANP�p•`•
Ferric/Alum Sludge
EPA HW Quantitation Results Characteristic
Number Contaminant Limit(mg/L) (ma/L) Level(ma/L) EPA Method
I. TCLP METALS
D-004 Arsenic
0.010
BQL
5.00
6010
11005 Berium
0.010
0519
100
6010
D-006 Cadmium
0.005
BQL
1.00
6010
D-007 Chromium
0.010
0.018
5.00
6010
D-008 Lend
0.005
BQL
5.00
6010
D-009 Memory
0.0020
BQL
0.200
7470
11-010 Selenium
0.100
BQL
1.00
6010
D-Oil Silver
0.010
BQL
5.00
6010
H. TCLP VOLATILES
D-018 Beturene
0.050
BQL
0,500
8260
D-019 Cvban Tetrachloride
0.050
BQL
0.500
8260
0-021 Chlorob...c
0.050
BQL
100
8260
D-022 Chloroform
0.100
BQL
6.00
8260
D-028 1,2-Dichlow.thene
0.050
BQL
0.500
8260
D-029 1,1-Dichloroethy1ene
0,050
BQL
0.700
8260
D-035 Methyl Ethyl Ketone
0.500
BQL
200
8260
D-039 Teuachlomethylene
0.050
BQL
0,700
8260
D-040 Trichlomethyiene
0.050
BQL
0,500
8260
D-043 Vinyl Chloride
0.050
BQL
0.200
8260
III. TCLP SEMI-VOLATILES
D-023 0.C.mol
20.0
BQL
200
8270
D-024 M-Creosol
20.0
BQL
200
8270
D-025 p-Creosol
200
BQL
200
8270
D-026 Creoml
20.0
BQL
200
8270
D-027 1,4-Dichlorobemene
0.750
BQL
7.50
8270
D-030 2,4-Dinimmoluene
0.050
BQL
0,130
8270
D-032 Hexachlombemene
0.050
BQL
0.130
8270
D-033 Hexechlorobutadiene
0.050
BQL
0.500
8270
D-034 Hexachiaraethene
0.300
BQL
3.00
9270
D036 Monte..
0.200
BQL
2.00
8270
D-037 Pestachlompheool
10.0
BQL
100
9270
D038 Pyridine
0.500
BQL
5.00
8240
D-041 2,4,5-Trichlomphenol
40.0
BQL
400
8270
D-042 2,4,64richlorophaml
0.200
BQL
2.00
8270
IV. TCLP PESTICIDESMERBICIDES
D-020 Chlordane
0.003
BQL
0,030
8081
D-016 2,4-13
L000
BQL
10.0
8151
D-012 Endrin
0.002
BQL
0.020
8081
D-031 Heptachlor
0.0008
BQL
0,008
8081
D-013 Linden.
0.040
BQL
0.400
8081
D-014 Methoxychlor
1.000
BQL
10.0
8081
D-015 Toxaphene
0.050
BQL
0,500
8081
D-017 2,4,5-TP(Silvex)
0.500
BQL
1.00
8151
V. REACTIVITY
D-003 Cyanide
1.00
BQL
9010
D-003 Sulfide
5.00
BQL
9030
VL CORROSIVITY
D-002 pH
Sol. units
5.05
9045
VD. IGNITABILITY
D-001 Igeitability
WNI
1010
VIIL TCLP MISCELLANEOUS
Paint Filler Test
NFL
Sample Number
72329-01
Sample Date
09/18/19
Sample Time (hrs)
1900
Sample Matrix
Sludge
mg/kg = milligrams par kiloermn- parts per million(ppm) NFL =No Free Liquids WN1=Will Not Ignite
mg/L=milligr msper Lum=pmtspermillion(ppm) BQL = Below Quantilation Limits FLP = Free Liquids Present

r,
r
i
-
G
G
S
O
O
O
`
N
a
z
0
N
N
Cn
v
nto
n
0
m
L7 o
S
m
IN
o
3
J
C
s
3
?
A
O
n
N
V
L
e
X
C:
P
^
'is
c
n
C
C
S
m'
-
A
e
o3
m^2.
c
3
z
n
n
n
A
n
z
o
T
N
—
t0
..
n
A
c 3
❑x
a
o
z
—
m
3o
n
O
N
'
m
c
D
00
m
o,
No, of
Containers
U
O
2L G(BNA, Herb./Pest.)
A
2 40.I. Vials ( VOA) HCL
N+50
ml. G (TOS)
C
ry
O
250 ml P (TOC) HiSO.,
e
i
I L P,G (BOD, TSS. UnperserveJ, etc)
\
I L G (Phenol, Oil&Crease) II,SO,
y
n
C
m
11, P.G (COD, N. P) H,SO.
C
"
�
IL P,G (Metals. Hardness)HNOs
�
a
IL P,G (Cyanide)Na011
1V
m
Sterile P,G (Coliform)
IXI
I
I
Ix
1 L P, G un reserved
3
tn
n
�zz
D—IA
-Uc
N
K
0
K
3
r
0
wm
4
3
3
z
0
O
CD
m
aco
Cam
F
M
0
3z.-oa
5.
o=v�
Tm
D
�Oo
i
M
D
20
Q
f0
N
O-
H
J
y.
j
tp
INi
N
J
m
N
a
r
y
OD
S
a
N
z
O
on
C
O
v
X
m
A
O
v

Representative Sample Analysis 3 - Industrial Sludge
PACE ANALYTICAL SERVICES, LLC
SC DHEC No: 32010001 NELAC No: E87653 NC DENR No: 329 NC Field Parameters No: 5639
Case Narrative
City of Rock Hill
Lot Number: VD28074
This Report of Analysis contains the analytical result(s) for the sample(s) listed on the Sample Summary
following this Case Narrative. The sample receiving date is documented in the header information
associated with each sample.
All results listed in this report relate only to the samples that are contained within this report.
Sample receipt, sample analysis, and data review have been performed in accordance with the most
current approved NELAC standards, the Pace Analytical Services, LLC ("Pace") Quality Assurance
Management Plan (QAMP), standard operating procedures (SOPS), and Pace policies. Any exceptions to
the NELAC standards, the QAMP, SOPS or policies are qualified on the results page or discussed below.
Where applicable, all soil sample analysis are reported on a dry weight basis unless flagged with a "W"
qualifier
If you have any questions regarding this report please contact the Pace Project Manager listed on the
cover page.
Pace Analytical Services, LLC (formerly Shealy Environmetal Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 2 of 14

PACE ANALYTICAL SERVICES, LLC
Sample Summary
City of Rock Hill
Lot Number: VD28074
Project Name: 2S Sludge
Project Number: MFPS-042820
Sample Number Sample ID Matrix Date Sampled Date Received
001 Sludge MFPS-042820A Solid 04/28/2020 0722 04/28/2020
(1 sample)
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 3 of 14

PACE ANALYTICAL SERVICES, LLC
Detection Summary
City of Rock Hill
Lot Number: VD28074
Project Name: 2S Sludge
Project Number: MFPS-042820
Sample Sample ID
Matrix
Parameter
Method
Result Q
Units
Page
001
Sludge MFPS-042820A
Solid
Arsenic
6010D
3.9
mg/kg
6
001
Sludge MFPS-042820A
Solid
Chromium
6010D
27
mg/kg
6
001
Sludge MFPS-042820A
Solid
Copper
6010D
92
mg/kg
6
001
Sludge MFPS-042820A
Solid
Lead
6010D
19
mg/kg
6
001
Sludge MFPS-042820A
Solid
Nickel
6010D
13
mg/kg
6
001
Sludge MFPS-042820A
Solid
Zinc
6010D
550
mg/kg
6
(6 detections)
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 4 of 14

CVAA
Client: City of Rock Hill Laboratory ID:VD28074-001
Description: Sludge MFPS-042820A Matrix: Solid
Date Sampled:04/28/2020 0722 Project Name: 2S Sludge % Solids: 23.1 04/28/2020 2324
Date Received:04/28/2020 Project Number: MFPS-042820
Run Prep Method Analytical Method Dilution Analysis Date Analyst Prep Date Batch
1 7471 B 7471 B 1 05/05/2020 0119 JMH 05/04/2020 0550 52456
CAS Analytical
Parameter Number Method Result Q LOQ Units Run
Mercury 7439-97-6 7471B ND 0.32 mg/kg 1
LOQ = Limit of Quantitation B = Detected in the method blank E = Quantitation of compound exceeded the calibration range
NO = Not detected at or above the LOQ N = Recovery is out of criteria P = The RPD between two GC columns exceeds 40 %
H = Out of holding time W = Reported on wet weight basis
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 5 of 14

ICP-AES
Client: City of Rock Hill Laboratory ID:VD28074-001
Description: Sludge MFPS-042820A Matrix: Solid
Date Sampled:04/28/2020 0722 Project Name: 2S Sludge % Solids: 23.1 04/28/2020 2324
Date Received:04/28/2020 Project Number: MFPS-042820
Run Prep Method Analytical Method Dilution Analysis Date Analyst Prep Date Batch
1 3050B 601OD 1 05/01/2020 1508 LLL 04/30/2020 2257 52446
CAS Analytical
Parameter Number Method Result Q LOQ Units Run
Arsenic
7440-38-2
6010D
3.9
Cadmium
7440-43-9
6010D
ND
Chromium
7440-47-3
6010D
27
Copper
7440-50-8
6010D
92
Lead
7439-92-1
6010D
19
Molybdenum
7439-98-7
6010D
ND
Nickel
7440-02-0
6010D
13
Selenium
7782-49-2
6010D
ND
Zinc
7440-66-6
6010D
550
LOQ = Limit of Quantitation B = Detected in the method blank E = Quantitation of compound exceeded the calibration range
NO = Not detected at or above the LOQ N = Recovery is out of criteria P = The RPD between two GC columns exceeds 40 %
H = Out of holding time W = Reported on wet weight basis
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 6 of 14
2.8
mg/kg
1
0.92
mg/kg
1
1.8
mg/kg
1
1.8
mg/kg
1
1.8
mg/kg
1
7.4
mg/kg
1
7.4
mg/kg
1
3.7
mg/kg
1
9.2
mg/kg
1

Representative Sample Analysis 4 - Grease Pace Analytical Services, LLC
Drive aceAnalyttal ® 6701Raleighl, NC 27607
www.pacelabs.com [phone]
SAMPLE ANALYTE COUNT
Project:
Pace Project No.:
MCGILL
92430224
Analytes
Lab ID
Sample ID
Method
Analysts
Reported
Laboratory
92430224001
MCGILL
EPA 6010D
IDS
14
PASI-A
EPA 6010D
SH1
7
PASI-A
EPA7470A
JMW1
1
PASI-A
EPA 7471B
JMW1
1
PASI-A
EPA 8270D
PKS
18
PASI-C
EPA 8260D
SAS
14
PASI-C
SM 2540G-2011
KDF
1
PASI-C
ASTM D2974-87
KDF
1
PASI-C
EPA 1010A
SMK
1
PASI-A
EPA 160.4 / SM2540B-2011
MJP
1
PASI-A
EPA 9045D
SMK
1
PASI-A
SM 2710B-2011
EWS
1
PASI-A
EPA 350.1 Rev 2.0 1993 Mod.
CJH
1
PASI-A
EPA 351.2 Rev 2.0 1993
CJH1
1
PASI-A
EPA 353.2 Rev 2.0 1993
NAL
3
PASI-A
EPA 365.1 Rev 2.0 1993
MDW
1
PASI-A
EPA 9014
PAS
1
PASI-PA
SM 4500S2F-00
PAS
1
PASI-PA
EPA 9060 Modified
TJJ
4
PASI-G
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC. Page 4 of 31

aceAnalytical
—pacelabs.com
Pace Analytical Services, LLC
6701 Conference Drive
Raleigh, NC 27607
[phone]
ANALYTICAL RESULTS
Project: MCGILL
Pace Project No.: 92430224
Sample: MCGILL Lab ID: 92430224001 Collected: 05/22/19 13:15 Received: 05/22/19 14:49 Matrix: Solid
Results reported on a "dry weight" basis and are adjusted for percent moisture, sample size and any dilutions.
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
6010 MET ICP Analytical Method: EPA 6010D Preparation Method: EPA 3050B
Aluminum
571
mg/kg
26.1
1
06/01/19 16:01
06/03/19 00:45
7429-90-5
Arsenic
ND
mg/kg
2.6
1
06/01/19 16:01
06/03/19 00:45
7440-38-2
Cadmium
ND
mg/kg
0.26
1
06/01/19 16:01
06/03/19 00:45
7440-43-9
Calcium
58700
mg/kg
261
10
06/01/19 16:01
06/03/19 21:17
7440-70-2
Chromium
7.1
mg/kg
1.3
1
06/01/19 16:01
06/03/19 00:45
7440-47-3
Copper
36.8
mg/kg
1.3
1
06/01/19 16:01
06/03/19 00:45
7440-50-8
Lead
ND
mg/kg
1.3
1
06/01/19 16:01
06/03/19 00:45
7439-92-1
Magnesium
594
mg/kg
26.1
1
06/01/19 16:01
06/03/19 00:45
7439-95-4
Molybdenum
ND
mg/kg
1.3
1
06/01/19 16:01
06/03/19 00:45
7439-98-7
Nickel
2.6
mg/kg
1.3
1
06/01/19 16:01
06/03/19 00:45
7440-02-0
Potassium
ND
mg/kg
1310
1
06/01/19 16:01
06/03/19 00:45
7440-09-7
Selenium
ND
mg/kg
2.6
1
06/01/19 16:01
06/03/19 00:45
7782-49-2
Sodium
ND
mg/kg
1310
1
06/01/19 16:01
06/03/19 00:45
7440-23-5
Zinc
55.6
mg/kg
2.6
1
06/01/19 16:01
06/03/19 00:45
7440-66-6
6010 MET ICP, TCLP
Analytical Method: EPA 6010D
Preparation Method: EPA 3010A
Leachate Method/Date: EPA 1311; 05/29/19 21:26
Initial
pH: 7.04; Final
pH: 5
Arsenic
ND
mg/L
0.050
1
05/30/19 16:00
05/31/19 03:47
7440-38-2
Barium
ND
mg/L
0.25
1
05/30/19 16:00
05/31/19 03:47
7440-39-3
Cadmium
ND
mg/L
0.0050
1
05/30/19 16:00
05/31/19 03:47
7440-43-9
Chromium
ND
mg/L
0.050
1
05/30/19 16:00
05/31/19 03:47
7440-47-3
Lead
ND
mg/L
0.025
1
05/30/19 16:00
05/31/19 03:47
7439-92-1
Selenium
ND
mg/L
0.10
1
05/30/19 16:00
05/31/19 03:47
7782-49-2
Silver
ND
mg/L
0.025
1
05/30/19 16:00
05/31/19 03:47
7440-22-4
7470 Mercury, TCLP
Analytical Method:
EPA 7470A
Preparation Method: EPA 7470A
Leachate Method/Date: EPA 1311; 05/29/19 21:26
Initial
pH: 7.04; Final
pH: 5
Mercury
ND
mg/L
0.00020
1
05/30/19 20:18
05/31/19 09:21
7439-97-6
7471 Mercury
Analytical Method:
EPA 7471 B
Preparation Method:
EPA 7471 B
Mercury
ND
mg/kg
0.015
1
05/28/19 14:22
05/30/19 09:30
7439-97-6
8270 TCLP RVE
Analytical Method: EPA 8270D
Preparation Method: EPA 3510C
Leachate Method/Date: EPA 1311; 05/30/19 15:30
Initial
pH: 5.27; Final
pH: 5
1,4-Dichlorobenzene
ND
ug/L
500
10
05/31/1910:23
05/31/1917:37
106-46-7
2,4-Dinitrotoluene
ND
ug/L
500
10
05/31/1910:23
05/31/1917:37
121-14-2
Hexachloro-1,3-butadiene
ND
ug/L
500
10
05/31/1910:23
05/31/1917:37
87-68-3
Hexachlorobenzene
ND
ug/L
500
10
05/31/1910:23
05/31/1917:37
118-74-1
Hexachloroethane
ND
ug/L
500
10
05/31/1910:23
05/31/1917:37
67-72-1
2-Methylphenol(o-Cresol)
ND
ug/L
500
10
05/31/1910:23
05/31/1917:37
95-48-7
3&4-Methyl phenol (m&p Cresol)
ND
ug/L
500
10
05/31/19 10:23
05/31/19 17:37
15831-10-4
Nitrobenzene
ND
ug/L
500
10
05/31/1910:23
05/31/1917:37
98-95-3
Pentachlorophenol
ND
ug/L
1000
10
05/31/1910:23
05/31/1917:37
87-86-5
Pyridine
ND
ug/L
500
10
05/31/1910:23
05/31/1917:37
110-86-1
2,4,5-TrichIorophenol
ND
ug/L
500
10
05/31/1910:23
05/31/1917:37
95-95-4
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 06/11 /2019 08:36 AM without the written consent of Pace Analytical Services, LLC. Page 5 of 31

aceAnalytical
—pacelabs.com
Pace Analytical Services, LLC
6701 Conference Drive
Raleigh, NC 27607
[phone]
ANALYTICAL RESULTS
Project: MCGILL
Pace Project No.: 92430224
Sample: MCGILL
Lab ID: 92430224001 Collected:
05/22/19 13:15
Received: 05/22/19 14:49 Matrix: Solid
Results reported on a "dry weight" basis and are adjusted for percent moisture, sample size and any dilutions.
Parameters
Results Units Report
Limit
DF
Prepared
Analyzed
CAS No.
Qual
8270 TCLP RVE
Analytical Method: EPA 8270D Preparation Method: EPA 3510C
Leachate Method/Date: EPA 1311; 05/30/19 15:30 Initial pH: 5.27; Final
pH: 5
2,4,6-TrichIorophenol
ND ug/L
500
10
05/31/19 10:23
05/31/19 17:37
88-06-2
Surrogates
Nitrobenzene-d5 (S)
0 %
12-102
10
05/31/19 10:23
05/31/19 17:37
4165-60-0
D3,S4
2-Fluorobiphenyl (S)
0 %
13-107
10
05/31/19 10:23
05/31/19 17:37
321-60-8
S4
Terphenyl-d14 (S)
0 %
21-132
10
05/31/19 10:23
05/31/19 17:37
1718-51-0
S4
Phenol-d6 (S)
0 %
10-110
10
05/31/19 10:23
05/31/19 17:37
13127-88-3
S4
2-Fluorophenol (S)
0 %
10-110
10
05/31/19 10:23
05/31/19 17:37
367-12-4
S4
2,4,6-Tribromophenol (S)
0 %
27-108
10
05/31/19 10:23
05/31/19 17:37
118-79-6
S4
8260D MSV TCLP
Analytical Method: EPA 8260D
Benzene
ND ug/L
100
20
05/31/19 17:48
71-43-2
2-Butanone (MEK)
ND ug/L
200
20
05/31/19 17:48
78-93-3
Carbon tetrachloride
ND ug/L
100
20
05/31/19 17:48
56-23-5
Chlorobenzene
ND ug/L
100
20
05/31/19 17:48
108-90-7
Chloroform
ND ug/L
100
20
05/31/19 17:48
67-66-3
1,4-Dichlorobenzene
ND ug/L
100
20
05/31/19 17:48
106-46-7
1,2-Dichloroethane
ND ug/L
100
20
05/31/19 17:48
107-06-2
1,1-Dichloroethene
ND ug/L
100
20
05/31/19 17:48
75-35-4
Tetrachloroethene
ND ug/L
100
20
05/31/19 17:48
127-18-4
M1,v3
Trichloroethene
ND ug/L
100
20
05/31/19 17:48
79-01-6
Vinyl chloride
ND ug/L
100
20
05/31/19 17:48
75-01-4
Surrogates
1,2-Dichloroethane-d4 (S)
115 %
70-130
20
05/31/19 17:48
17060-07-0
Toluene-d8 (S)
100 %
67-135
20
05/31/19 17:48
2037-26-5
4-Bromofluorobenzene (S)
99 %
70-130
20
05/31/19 17:48
460-00-4
2540G Total Percent Solids
Analytical Method: SM 2540G-2011
Total Solids
36.1 %
0.10
1
05/23/19 16:40
Percent Moisture
Analytical Method: ASTM D2974-87
Percent Moisture
63.9 %
0.10
1
05/23/19 16:34
1010 Flash poi nt,Closed Cup
Analytical Method: EPA 1010A
Flashpoint
>200 deg F
70.0
1
05/26/19 17:21
160.4 Total Volatile Solids
Analytical Method: EPA 160.4 / SM2540B-2011
Total Volatile Solids
835000 mg/kg
10000
1
05/24/19 11:47
9045 pH Soil
Analytical Method: EPA 9045D
pH at 25 Degrees C
6.6 Std. Units
0.10
1
05/26/19 17:52
H3
Plant Available Nitrogen
Analytical Method: SM 271OB-2011
Plant Available Nitrogen
2380 mg/kg
0.12
1
06/03/19 14:01
N2
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 06/11 /2019 08:36 AM without the written consent of Pace Analytical Services, LLC. Page 6 of 31

aceAnalytical
—pacelabs.com
Pace Analytical Services, LLC
6701 Conference Drive
Raleigh, NC 27607
[phone]
ANALYTICAL RESULTS
Project: MCGILL
Pace Project No.: 92430224
Sample: MCGILL
Lab ID: 92430224001 Collected: 05/22/19 13:15 Received: 05/22/19 14:49 Matrix: Solid
Results reported on a "dry weight" basis and are adjusted for percent moisture, sample size and any dilutions.
Parameters
Results Units Report Limit DF Prepared Analyzed CAS No. Qual
350.1 Ammonia
Analytical Method: EPA 350.1 Rev 2.0 1993 Mod. Preparation Method: EPA 350.1 Rev 2.0 1993 Mod.
Nitrogen, Ammonia
165 mg/kg 24.3 1 05/26/19 12:23 05/26/19 16:01 7664-41-7
351.2 Total Kjeldahl Nitrogen
Analytical Method: EPA 351.2 Rev 2.0 1993 Preparation Method: EPA 351.2 Rev 2.0 1993
Nitrogen, Kjeldahl, Total
7830 mg/kg 894 10 06/01/19 00:35 06/02/19 13:17 7727-37-9 M6,R1
353.2 Nitrogen, NO2/NO3
Analytical Method: EPA 353.2 Rev 2.0 1993 Preparation Method: EPA 353.2 Rev 2.0 1993
Nitrogen, NO2 plus NO3
ND mg/kg 10.8 1 05/23/19 11:16 05/23/19 13:04
Nitrogen, Nitrate
ND mg/kg 10.8 1 05/23/19 11:16 05/23/19 13:04 14797-55-8
Nitrogen, Nitrite
ND mg/kg 10.8 1 05/23/19 11:16 05/23/19 13:04 14797-65-0
365.1 Phosphorus, Total
Analytical Method: EPA 365.1 Rev 2.0 1993 Preparation Method: EPA 365.1 Rev 2.0 1993
Phosphorus
596 mg/kg 139 50 05/28/19 18:19 05/28/19 21:55 7723-14-0 M6
733C S Reactive Cyanide
Analytical Method: EPA 9014 Preparation Method: SW-846 7.3.3.2
Cyanide, Reactive
ND mg/kg 2.8 1 05/29/19 15:33 05/30/19 22:08
734S Reactive Sulfide
Analytical Method: SM 4500S2F-00 Preparation Method: SW-846 7.3.4.2
Sulfide, Reactive
ND mg/kg 27.6 1 05/29/19 15:33 05/29/19 15:52
Total Organic Carbon
Analytical Method: EPA 9060 Modified
Surrogates
RPD%
1.9 % 0.10 1 05/31/19 09:19
Total Organic Carbon
686000 mg/kg 51900 1 05/31/19 09:19 7440-44-0
Total Organic Carbon
673000 mg/kg 58400 1 05/31/19 09:26 7440-44-0
Mean Total Organic Carbon
680000 mg/kg 55200 1 05/31/19 09:19 7440-44-0
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 06/11 /2019 08:36 AM without the written consent of Pace Analytical Services, LLC. Page 7 of 31

Appendix E
McGill Sample Forms
McGill New Permit Application - Anson www.scsenaineers.com

M�GILL
Pre -Acceptance and annual laboratory anal
needed to evaluate residuals for compoo
Corrosivity. Ignitability, and Reactivity
pH
Flashpoint (ignitability) (>degree)
Cyanide (mg/kg)
Sulfide (mg/kg)
Metals Analyses (ma/ka)
Arsenic Lead Selenium
Cadmium Mercury Zinc
Copper Molybdenum
Chromium Nickel
Nutrient/Micronutrient Analyses (mg/kg unless otherwise noted)
Aluminum
Ammonia -Nitrogen
Calcium
Magnesium
Nitrate -Nitrate Nitrogen
% Solids (%)
TCLP Analvses (ma/I
pH (standard unit)
Phosphorus
Plant Available Nitrogen (by calculation)
Potassium
Sodium
Total Carbon
TKN
Arsenic
1,4-Dichlorobenzene
Barium
1,2-Dichloroethane
Benzene
1,1-Dichloroethylene
Cadmium
2,4-Dinitrotoluene
Carbon tetrachloride
Endrin
Chlordane Heptachlor (and its hydroxide)
Chlorobenzene Hexachlorobenzene
Chloroform Hexachloro-1,3-butadiene
Chromium Hexachloroethane
o-Cresol Lead
m-Cresol Lindane
p-Cresol Mercury
Cresol Methoxychlor
2,4-D Methyl Ethyl Ketone
Nitrobenzene
Pentachlorophenol
Pyridine
Selenium
Silver
Tetrachloroethylene
Toxaphene
Trichloroethylene
2,4,5-Trichlorophenol
2,4,6-Trichlorophenol
2,4,5-TP(Silvex)
Vinyl Chloride

Required information:
Permitted flow MGD
Average daily flow MGD
Average amount of residuals being generated at this facility dry tons/yr
Type of residuals treatment (ex. digesters, lagoons, etc.):
Total volume of residuals treatment:
Type of residuals storage outside of residuals treatment units (tanks, lagoons, etc.):
Total volume of residuals storage:
Mailing address of facility (address, city, state, zip code):
Physical address of facility (address, city, state, zip code):
Name of facility operator:
Email address:
• Copy of Permit
Revised 2/10/22
Phone number:

McGill Environmental Temperature Report
Batch Bgav Initials Residuals: curing liweel fines
21071621 Bay21
Start DatelHnie:
7/17/2021 6:49:19 AM
Stop Date/Time:
8/1/2021 9:35:25 AM
Mrund me: 0
Date/Tinae
7/17/2021 5:00:01 PM
7/18/2021 5:00:00 PM
7/19/2021 5:00:00 PM
7/20/2021 5:00:00 PM
7/21/2021 5:00:00 PM
7/22/2021 5:00:00 PM
7/23/2021 5:00:00 PM
7/24/2021 5:00:00 PM
7/25/2021 5:00:00 PM
7/26/2021 5:00:00 PM
7/27/2021 5:00:00 PM
7/28/2021 5:00:00 PM
7/30/2021 5:00:00 PM
7/31/2021 5:00:00 PM
Comtnerrt
COmmeftt
Temperntare
165
157
154
156•
159
160
160
160
160
161
173
180
160
161
Stntdgp, August 1, 2021
Page 1 of 1

McGill Environmental Temperature Report
Batch B y
07072321 Bay07
Start Date/Tine:
7/23/2021 3:30:53 PM
Stop DatelTine:
8/1/2021 9:30:23 AM
Mruntiine: O
................ .
DalelTdnte
7/23/2021 5:00:00 PM
7/24/2021 5:00:00 PM
7/25/2021 5:00:00 PM
7/26/2021 5:00:00 PM
7/27/2021 5:00:00 PM
7/28/2021 5:00:00 PM
7/30/2021 5:00:00 PM
7/31/2021 5:00:00 PM
Initials Residuals: FW GYW BIOS and Amends
Contntent
Continent
....... ...........
Temperature
146
168
165
164 1
161
158
154
153
Sanrday, August 1, 2021 Page 1 of 1

�,;�" des � n"`a
.C� L6 &dN �.. M�
D.hak,h Ralf
18081921 Say18
8/19/2021 8:05:39 AM
Slop Dakllimw:
9/2/2021 7:13:43 AM
f�'a��ai�rc.e 0
Dalel.3 fine
1 8/19/2021 5:00:00 PM
8/20/2021 5:00:00 PM
3 8/21/2021 5:00:00 PM
�i 8/22/2021 5:00:00 PM
�j 8/23/2021 5:00:00 PM
8/24/2021 5:00:00 PM
1 8/25/2021 5:00:00 PM
8/26/2021 5:00:00 PM
8/27/2021 5:00:00 PM
110 8/28/2021 5:00:00 PM
11 8/29/2021 5:00:00 PM
`ti 8/30/2021 5;00:00 PM
1$ 8/31/2021 5:00:00 PM
1 9/l/2021 5:00:00 PM
hFilials Residuldw fines
eC Mmem,
f #dav£'w
Temperature
169
163
159
151
139
138
138
138
138
137
137
137
137
137 dZJ
dfarrP.arlrrt'. ac tc�rralx� 2, 2021 llr{ye 1 of'I

'
rPe.Ie s�r�rl�, Flrff,�, :�.3cs��rd�. bios amends overs
05082621 Say05
51tra DlP el'Tiuw:
8/26/2021 3:27:46 PM
Siop DrftclThlfe:
9/1/2021 6:46:44 PM
�. d'dd7ZZPttfC': 0
OW&3 hi,f,
8/26/2021 5:00:00 PM
8/27/2021 5:00:00 PM
8/28/2021 5:00:00 PM
8/29/2021 5:00:00 PM
8/30/2021 5:00:00 PM
8/31/2021 5:00:00 PM
9/1/2021 5:00:00 PM
Cwlulpefli
111
125
173
169
168
166
165
Flz rr:�rifa�, Sepfewho, 2, 21121 1"fr I of /

Bay Resid uafs: bios overs amends
03092221 Bay03
9/22/2021 5:16:50 PM
9/28/2021 4:39:21 PM
.Mruntitne: 0
Daie/T me
9/23/2021 5:00:00 PM
9/24/2021 5:00:00 PM
9/25/2021 5:0M)0 PM
9/26/2021 5:00:00 PM
9/27/2021 5:00:00 PM
Temperature
169
173
167
159
146 1
Monday, October 4, 2021 Page 1 of 1

Tel,,
-i s
�g?r�t}
� � l
18092221 Bay18
9/22/2021 4:54:14 PM
�;du J %
10/11/2021 12:02:50 PM
VS'nwhae 0
9/22/2021 5:00:00 PM
9/23/2021 5:00:00 PM
i+3 9/24/2021 5:00:00 PM
4 9/25/2021 5:00:00 PM
9/26/2021 5:00:00 PM
(� 9/27/2021 5:00:00 PM
9/28/2021 5:00:00 PM
9/29/2021 5:00:00 PM
9/30/2021 5:00:00 PM
tb 10/1/2021 5:00:00 PM
10/2/2021 5:00:00 PM
10/3/2021 5:00:00 PM
1 } 10/4/2021 5:00:00 PM
)t� 10/5/2021 5:00:00 PM
10/6/2021 5:00:00 PM
10/7/2021 5:00:00 PM
10/8/2021 5:00:00 PM
10/9/2021 5:00:00 PM
10/10/2021 5:00:00 PM
?,qllrc=aec<�'irls�iaf�: fines
CdDm,ale i
Ct3€imm"I"a'
115
120
121
195
195
189
185
186
187
189
188
184
179
175 .
172
171
170
168
166

McGill Environmental Temperature Report
Batch Bay Initials Residuals: bios overs amends
05102221 Bay05
^` Start Date/Time:
10/22/2021 4:58:48 PM
Stop Date/Time:
11/1/2021 6:51:12 AM
Mruntime: 0
Date/Time
10/22/2021 5:00:00 PM
10/23/2021 5:00:00 PM
10/24/2021 5:00:00 PM
10/25/2021 5:00:00 PM
10/26/2021 5:00:00 PM
10/27/2021 5700:00 PM
10/28/2021 5:00:00 PM
10/29/2021 5:00:00 PM
10/30/2021 5:00:00 PM
10/31/2021 5:00:00 PM
Comment
Comment
Temperature
101
153
150
147
144
143
142
142 f
142
141
Friday, November 5, 2021 Page 1 of 1

McGill Environmental Temperature Report
Batch Bay
25102021 13ay25
r� ,Start DatelTinie:
10/20/2021 4:39:47 PM
,Stop Date/Time:
11/3/2021 4:55:49 PM
Mruntime: 0
Date/Time
10/20/2021 5:00:00 PM
10/21/2021 5:00:00 PM
10/22/2021 5:00:00 PM
10/23/2021 5:00:00 PM
10/24/2021 5:00:00 PM
(P 10/25/2021 5:00;00 PM
-7 10/26/2021 5:00:00 PM
6 10/27/2021 5:00:00 PM
6110/28/2021 5:00:00 PM
10/29/2021 5:00:00 PM
10/30/2021 5:00:00 PM
11,10/3112021 5:00:00 PM
13 11/1/2021 5:00:00 PM
`lj 11/2/2021 5:00:00 PM
Initials Residuals: fines
Comment
Coinineiit
Temperature
103
105
105
106
107
109
110
113
115
118
122
127
136
154
�6
Friday, November S, 2021 page I of I

McGill Environmental Systems
USCOMPOSTING
CDUNCIL
Seal of Testing
Assurance
634 Christian Chapel Church Road
New Hill, NC 27562-8867
910-362-1161 McGill SoilBuilder Premium
Product Name: Compost - Merry Oaks
Sample Date: 10/4/22 9:00
Receive Date: 10/6/22 11:06 AM
A & L Lab Number: 48689
A & L Report Number: F22279-6513
COMPOST TECHNICAL DATA SHEET
A & L Great Lakes Laboratories, Inc. 3505 Conestoga Drive Fort Wavne IN 46808
Compost Parameters
Method
Reported as (units of measure)
Test Results
Test Results
Plant Nutrients:
%, weight basis
%, wet weight basis
%, dry weight basis
Nitrogen
TMECC 04.02-1)
Total N
1.60
3.21
Phosphorus
TMECC 04.03-A
P205
1.73
3.46
Potassium
TMECC 04.04-A
K20
0.45
0.90
Calcium
TMECC 04.05-CA
Ca
1.33
2.66
Magnesium
TMECC 04.05-MG1
Mg
0.31
0.63
Moisture Content
TMECC 03.09-A
%, wet weight basis
50.07
Organic Matter Content
TMECC 05.07-A
%, dry weight basis
58.80
pH
TMECC 04.11-A
pH units
6.9
Soluble Salts (electrical
conductivity EC 5)
TMECC 04.10-A
dS/m (inmhos/cm)
8.16
Particle Size
TMECC 02.02-B
% < 9.5 nun (3/8 in.), dw basis
100.00
Stability Indicator (respirometry) Stability Rating:
COZ Evolution
TMECC 05.08-B
mg OM/day
-C/ CO2g y
3 0
.
Very Stable
Mg CO2-C/g TS/day
0.4
Maturity Indicator (bioassay)
Percent Emergence
TMECC 05.05-A
average % of control
93
Relative Seedling Vigor
TMECC 05.05-A
average % of control
80
Select Pathogens
TMECC 07.02
PASS/FAIL: per US EPA Class A
standard, 40 CFR § 503.32(a)
PASS
Salmonella
Trace Metals
TMECC 04.06
PASS/FAIL: per US EPA Class A
standard, 40 CFR § 503.13,
Tables 1 and 3.
PASS
As, Cd, Pb, 11g,
Mo, Ni, Se, Zn
Participants in the US Composting Council's Seal of Testing Assurance Program have shown the commitment to test their compost
products on a prescribed basis and provide this data, along with compost end use instructions, as a means to better serve the needs of
their compost customers.

McGill Environmental Systems
LLT
USCOMPOSTING
COUNCIL
Seal of Testing
Assurance
634 Christian Chapel Church Road
New Hill, NC 27562-8867
910-362-1161 McGill SoilBuilder Premium
Product Name: Compost - Merry Oaks
Sample Date: 10/4/22 9:00
Receive Date: 10/6/22 11:06 AM
A & L Lab Number: 48689
A & L Report Number: F22279-6513
COMPOST TECHNICAL DATA SHEET
A & L Great Lakes Laboratories, Inc. 3505 Conestoga Drive Fort Wavne IN 46808
Compost Parameters
Method
Reported as (units of measure)
Test Results
Plant Nutrients:
%, weight basis
Not Reported
Moisture Content
TMECC 03.09-A
%, wet weight basis
50.07
Organic Matter Content
TMECC 05.07-A
%, dry weight basis
58.80
pH
TMECC 04.11-A
pH units
6.9
Soluble Salts (electrical
TMECC 04.10-A
dS/m (mmhos/cm)
8.16
conductivity EC5)
Particle Size
TMECC 02.02-13
% < 9.5 mm (3/8 in.), dw basis
100.00
Stability Indicator (respirometry) Stability Rating:
CO2 Evolution
TMECC 05.08-B
mg CO2-C/9 OM/day
0.3
Very Stable
Mg CO2-C/g TS/day
0.4
Maturity Indicator (bioassay)
Percent Emergence TMECC 05.05-A average % of control 93
Relative Seedling Vigor TMECC 05.05-A average % of control 80
Select Pathogens
TMECC 07.02
PASS/FAIL: per US EPA Class A
PASS
Salmonella
standard, 40 CFR § 503.32(a)
Trace Metals
TMECC 04.06
PASS/FAIL: per US EPA Class A PASS
As, Cd, Pb, H ,
standard, 40 CFR § 503.13,
Mo, Ni, Se, Zn
Participants in the US Composting Council's Seal of'Testing Assurance Program have shown the commitment to test their compost products on a prescribed basis and
provide this data, alone with compost end use instructions, as a means to better serve the needs of their compost customers.
l V •� � Y Y '
US Composting Council Certified
I
This product meets or exceeds the parameters of the
Acceptable Range of compost characteristics contained in
O3 11Sw"�"' USB USA"'
a -
the USCC's Consumer Compost Use program.
This compost product has been sampled and tested as required by the Seal of Testing Assurance Program of the United States Composting
Council (USCC), using certain methods from the "Test Methods for the Examination of Compost and Composting" manual. Test results are
available upon request by calling McGill Environmental Systems 919-362-1161. The USCC makes no warranties regarding this product or
its contents, quality, or suitability for any particular use.
For additional information pertaining to compost use, the specific compost parameters tested for within the Seal of'Testing Assurance Program, or the program in
general, log on to the US Composting Council's web -site at http://Www.compostingcouncil.org.

•
Zzo M C G I
I -
Transforming Waste. Rebuilding Soils.
Odor Complaint Log
DATE OF INCIDENT:
DATE OF NOTIFICATION:
WHO NOTIFIED MCGILL:
WHO IS THE COMPLAINTANT:
AVERAGE WIND SPEED THE DAY(S) OF ISSUE:
AVERAGE WIND DIRECTION THE DAY(S) OF ISSUE:
HOW WAS THE COMPLAINT FILED?:
OTHER DETAILS AND RESPONSE:
REPORTING PROCESS FOLLOWED:
McGill Environmental Systems
634 Christian Chapel Church Rd
New Hill, NC 27562
(0) 844-362-1 1 61 1 (F) 91 9-362-1 141
www.mcgilicompost.com
AGENCIES AND PERSONS INVOLVED (other than McGill personnel listed above):
NAME:
AGENCY:
PHONE#:
AGENCY'S ROLE:
Signature:
Printed Name:
March 2023 Revision
NAME:
AGENCY:
PHONE#:
AGENCY'S ROLE:

Appendix F
Environmental Justice Report
McGill New Permit Application - Anson www.scsenaineers.com

Environmental Justice Report
McGill Anson Composting Facility
McGill Environmental Facilities, LLC
634 Christian Chapel Church Rd
New Hill, NC 27562
New Permit
Type 4 Indoor Compost Facility
Polkton, NC
02222205.00 1 March 13, 2023
3801 Lake Boone Trail, Ste. 410
Raleigh, NC 27607
919-662-3015

Table of Contents
Section Page
1.0
Environmental Justice........................................................................................................................1
,2.0
Proposed Project................................................................................................................................1
,�4.0
Geographical Area..............................................................................................................................2
3.1 Regional Setting.......................................................................................................................2
4,0
Socioeconomic and Demographic Evaluation..................................................................................3
4.1 Race and Ethnicity....................................................................................................................3
4.2 Age and Sex..............................................................................................................................3
4.3 Disability....................................................................................................................................3
4.4 Poverty and Household Income...............................................................................................4
4.5 Health Data...............................................................................................................................4
4.6 Cumulative Impacts..................................................................................................................4
5.0
Limited English Proficiency................................................................................................................5
6.0
Education Attainment........................................................................................................................5
7.0
Local Sensitive Receptors.................................................................................................................5
8.0
Traffic Impact Analysis.......................................................................................................................6
MPublic
Engagement............................................................................................................................6
9.1 Public Engagement Plan..........................................................................................................7
10.0
Mitigation Measures..........................................................................................................................8
10.1 Odor and Noise.........................................................................................................................9
10.2 Dust...........................................................................................................................................9
10.3 Air Emissions............................................................................................................................9
10.4 Traffic Hazards..........................................................................................................................9
11.0
Facility Benefits...............................................................................................................................
10
11.1 Environmental........................................................................................................................
10
11.2 Social......................................................................................................................................
10
11. Economic................................................................................................................................
10
12.0
Conclusion.......................................................................................................................................
11
Attachments
Attachment A Property Map & Screening Area
Attachment B Census Blocks
Attachment C Local Sensitive Receptors
Attachment D EJ Screen Summary Tables
Environment Justice Report, Anson County Composting Facility
Page

1.0 ENVIRONMENTAL JUSTICE
According to the United States Environmental Protection Agency (EPA), environmental justice is the
fair treatment and meaningful involvement of all people, regardless of race, color, national origin, or
income, with respect to the development, implementation, and enforcement of environmental laws,
regulations, and policies. This report summarizes the assessment of a 30-acre parcel currently being
purchased by McGill Environmental Facilities, LLC (McGill) for the purposes of constructing a Type 4
Composting Facility (Facility) in Anson County, North Carolina. The full name of the proposed facility
for purposes of permitting will be the McGill Anson Composting Facility. On behalf of McGill, SCS
Engineers, PC (SCS) has assessed the demographic and socioeconomic data of the communities
surrounding the parcel intended for the new composting facility in accordance with NCDEQ's most
current guidance documents on Environmental Justice.
The results of the assessment are summarized in this report and examine the demographics and
socioeconomics of the surrounding community area, as well as census tracts, within a 1.5-mile
radius of the existing property boundary. A 1.5-mile buffer radius was selected as a conservative
approach to encompass all nearby localities likely to be impacted by the McGill project. A 1.5-mile
radius from the property encompasses the center of the Town of Polkton, which is the main rationale
for the selected buffer zone. The demographics of the State of North Carolina are also considered as
they relate to both the county and local census tracts.
Area demographics were determined by utilizing the following sources:
• EPA Environmental Justice Tool (EJSCREEN)
• North Carolina Department of Environmental Quality (NCDEQ) Community Mapping System
• Current Available Census Data
Based on a review of the NCDEQ Community Mapping Tool, below is a list of environmental permits
within 1.5 miles of the project parcel footprint:
1. Air Quality Permit Sites:
a. Anson County Waste Management Facility (Landfill)
2. Brownfields Program Sites:
a. B&H Recyclers
3. Underground Storage Tank Active Facilities:
a. INC DOT - Polkton (Division 10)
b. CC&PS - Division of State Highway Patrol
4. NPDES Stormwater Permits:
a. Anson County Waste Management Facility (Landfill)
5. Permitted Solid Waste Landfills:
a. Anson County Waste Management Facility (Landfill)
6. NC Mining Permits:
a. Polkton Crushed Stone
2.0 PROPOSED PROJECT
McGill seeks to develop a Type 4 Composting Facility in Anson County, North Carolina. The proposed
facility will be located off Dozer Drive in Polkton, INC, directly adjacent to the Anson County Landfill.
The new facility will be owned and operated by McGill, and be constructed on soon -to -be purchased,
undeveloped land. The facility includes an approximately 120,000-square-foot enclosed building for
all compost operations, except storage of woody waste and finished compost material. A truck scale
Environment Justice Report, Anson County Composting Facility www.scsenciineers.com
Page 1

and an approximately 1,000-square-foot office building are also part of the site. The facility is
designed to receive, and compost, 130,000 wet tons of organic residuals annually. That number
does not include woody waste amendments, otherwise known as bulking agents.
All composting operations are to take place within the fully -enclosed concrete and corrosion resistant
steel building. Composting will occur within several aerated concrete bays, and the process air from
the building will be treated by a biofilter upon exiting the facility. No process wastewater (leachate)
will be generated by the compost piles. Any excess moisture will be balanced and/or recirculated in
the composting process and is completely contained from the outside environment.
Anticipated incoming feedstocks from pre -approved sources include WWTP biosolids, select
industrial sludges, local food waste, wood ash, grass clippings, yard waste, and clean wood pallets.
All materials accepted will be composted on -site and turned into a saleable product.
3.0 GEOGRAPHICAL AREA
The existing 99.83-acre parcel (Parcel #644500861576) will be subdivided into two new lots,
approximately 30 acres of which will be purchased and owned by McGill. The Facility will be built on
the 30-acre subdivided parcel. The parcel can be accessed from Dozer Road off of US Highway 74. A
1.5-mile radius outside the existing undivided parcel was used to analyze the local demographics
and socioeconomics. The new McGill subdivided parcel data was not readily available within GIS
systems at the time of this study, and analyzing based on the larger, undivided parcel is a more
conservative approach. The study radius based off of the existing 99-acre parcel is shown on the
map in Attachment A. The selected radius falls into 5 census blocks as indicated in Attachment B.
The location of the site is not near any state -designated tribal statistical area.
All demographic data on communities within the 1.5-mile radius were sourced using the EPA's EJ
Screen tool. All referenced tables can be found in Attachment D.
3.1 REGIONAL SETTING
Anson County is designated as a Tier 1 County by the NC Department of Commerce and ranks #12
out of 100 counties by the Department of Commerce in terms of economic distress (#1 being the
most distressed). The Department of Commerce uses four main factors in ranking Counties: average
unemployment rate, median household income, percentage growth in population, and adjusted
property tax base per capita.
The 1.5-mile radius used in this analysis falls within Anson County limits. This radius encompasses a
conservative estimate of possible affected local populations. The radius overlaps portions of 5
Census Tracts shown in Attachment B. The Census Tracts include tract 9203.01, tract 9203.02,
tract 9204, tract 9205.01, and tract 9800. Census tracts are small, relatively permanent statistical
subdivisions of a county with a unique numeric code (US Census Bureau). Data was not available for
all Anson County census tracts, and it is noted in this document when data is not available. As shown
in Attachment D, there is no data available on Disability (Table 3) or Poverty (Table 4) for the 1.5-mile
radius. For Tables 2 through 7, there was no sufficient data available for census tracts 9203.01,
9203.02, 9205.01, or 9800. However, County data is available, as well as data for Census Tract
9204, and therefore some conclusions may still be drawn about the region from this representative
sample.
It should be noted that Census Tract 9800 is a very small tract that appears to be centered around
and dedicated to the Anson County Correctional Institution (prison).
Environment Justice Report, Anson County Composting Facility www.scsenciineers.com
Page 2

4.0 SOCIOECONOMIC AND DEMOGRAPHIC EVALUATION
4.1 RACE AND ETHNICITY
Table 1 of Attachment D was completed using data from Census Table P2, Census 2020, US Census
Bureau. The 1.5-mile radius encompasses categories of people identified for outreach.
According to the US Census Bureau Table P2, non -white populations account for 29% of the state's
population, and Hispanic or Latino populations account for 11% of the state's population. Anson
county, especially certain census tracts within the county, have a greater percentage of non -white
persons than the state. Non -white, specifically Black or African Americans, account for 49% of the
population of Anson County, 63% of the population within Census Tract 9205.01, 46% of the
population within Census Tract 9800, and 74% of the population within Census Tract 9204.
This is approximately 20 to 40% higher than the state's non -white population, on average.
4.2 AGE AND SEX
Table 2 of Attachment D was completed using data from Census Table P12, Census vintage 2010,
US Census Bureau.
The percentage of males and females is relatively consistent across the populations of North
Carolina (48.7% Male, 51.3% Female), Anson County (52.5% Male, 47.5% Female), and Census
Tract 9204 (42.5% Male, 57.5% Female). The median age of North Carolina (38.6 years) and Anson
County (40.5 years) are relatively consistent, although the median age of the population in Census
Tract 9204 (30.3 years) is slightly lower than both Anson County and North Carolina. No median age
data was available for the 1.5-mile radius. The percentage of males (75%) and females (25%) within
the 1.5-mile radius are significantly different from the percentages documented in the other
geographic areas. However, this may be attributed to limited data available within the small
geographic range.
4.3 DISABILITY
Table 3 of Attachment D was completed using data from the American Community Survey (ACS)
2018 Table S1810, US Census Bureau.
According to the American Community Survey (ACS) Table S1810, 13% of the population of North
Carolina has a non -institutionalized disability. Within Anson County, 17.8% of the population has a
non -institutionalized disability. This constitutes a higher average percentage of the population of
North Carolina with a disability. Within Anson County, the population with cognitive difficulty (11%)
and ambulatory difficulties (11%) are greater than the North Carolina state averages (7.7% and 7.7%
respectively). Higher percentages of persons with disabilities in Anson County suggest that
community outreach may benefit from being tailored to suit certain disabilities.
Data is only available for the state of North Carolina, Anson County, and Census Tract 9204. No
disability data is available for the other census tracts encompassed by the 1.5-mile radius or the
radius area itself.
Environment Justice Report, Anson County Composting Facility www.scsenciineers.com
Page 3

4.4 POVERTY AND HOUSEHOLD INCOME
Table 4 (Poverty) and Table 5 (Household Income) of Attachment D were completed using data from
ACS 2018 Tables S1701(Poverty Status in the Past 12 Months) and S1901(Income in the Past 12
Months). The 1.5 radius encompasses categories of people identified for outreach.
According to Table S1901, 15.4% of the population of North Carolina falls below the poverty level. In
Anson County, 19.8% of the population lives below the poverty level. According to the same table,
33.7% of the population of North Carolina and 50.1% of the population of Anson County live below
200% of the poverty level. In Census Tract 9204, representative of the communities nearest to the
project area, 34.9% of the population falls below the poverty rate, and 78.6% of the population falls
below 200% of the poverty line. Data is not available for the other census tracts encompassed by the
1.5-mile radius. Limited data is available for the 1.5-mile radius.
In Census Tract 9204, the percentage of the population experiencing poverty is well over 20% and
the share of households in poverty is more than 15% greater than the State and County averages.
4.5 HEALTH DATA
The University of Wisconsin Population Health Institute, in collaboration with the Robert Wood
Johnson Foundation, calculated a County Health Rankings system for all states in the United States
(www.cou ntyhealth ran kings.org). This ranking is based on health outcomes (lifespan and self -
reported health status) and health factors (environmental, social, and economic conditions).
According to this report, out of all 100 counties in North Carolina (with 1 indicating the healthiest),
Anson County ranks 94 out of 100. Anson County is rated as in the bottom 25% in both health
outcomes and health factors in the State of North Carolina. Only limited data is available for the 1.5-
mile radius and the census tracts of interest. The health rating of the local population appears to
generally correspond to the poverty and household income statistics.
4.6 CUMULATIVE IMPACTS
General Statute 130A-294(a)(4)(c)9 states that the Department may deny an application for a permit
for a solid waste management facility if the Department finds that the cumulative impact would have
a disproportionate adverse impact on a minority or low-income community protected by Title VI of the
federal Civil Rights Act of 1964.
The 1.5-mile radius around the proposed facility does have populations protected by Title VI of the
federal Civil Rights Act of 1964. Therefore, the cumulative impact of the proposed facility must be
considered in relation to other similar impacts of facilities located or proposed in the community.
Anson County Waste Management Facility (Landfill) is the most prominent solid waste facility within
the buffer area. The Landfill is located adjacent to the proposed facility property. In contrast to the
proposed facility, wastewater and gas impacts from the existing Landfill would be significantly
greater than the potential impacts from the proposed facility.
The McGill Anson composting operation will be contained within the proposed building and building
exhaust will pass through two appropriately sized biofilters to minimize odors. The compost facility
will also be taking in organic materials that would otherwise likely be bound for the adjacent Landfill.
Therefore, the cumulative impacts considering the proposed facility are negligible to that of the
existing Landfill. If anything, the facility may serve to reduce the immediate, and local impacts of the
adjacent Landfill, through diversion and beneficial use. Diverting a significant amount of organics
from landfilling is known to decrease methane gas emissions, decrease wet wastes and leachate,
Environment Justice Report, Anson County Composting Facility www.scsenciineers.com
Page 4

and potentially slow the expansion of landfills by reducing average tonnages. Refer to Section 10.1
and 10.2 for additional details on mitigation measures for potential impacts of the facility and
further harms vs. benefit comparison.
5.0 LIMITED ENGLISH PROFICIENCY
Per the Safe Harbor Guidelines, should a Limited English Proficiency (LEP) Group be identified during
the pre -permit issuance process, written translations of vital documents must be made for each
eligible LEP language group that constitutes 5% or includes 1,000 members (whichever is less) of
the population of persons eligible to be served or likely to be affected or encountered. If there are
fewer than 50 persons in a language group that reaches the 5% trigger, then vital written materials
would not be translated but written notice must be given in the primary language of the LEP
language group of the right to receive a competent oral interpretation of those written materials, free
of cost. The safe harbor provisions apply to the translation of written documents only. Safe Harbor
Guidelines are per the EPA guidance for LEP persons and are followed by DEQ when deemed
appropriate.
Data from ACS 2018 Table S1601 was used to assess and identify LEP groups in the area. The data
used are summarized in Table 6 of Attachment D. No LEP groups were identified during the
screening of demographic data therefore; the Safe Harbor provisions do not apply to this permit
application.
6.0 EDUCATION ATTAINMENT
Table 7 of Attachment D has summarized data from ACS Table S1501 Educational Attainment. The
1.5-mile radius encompasses categories of people identified for outreach on the basis of educational
attainment.
According to the US Census Bureau, 4.7% of the population of North Carolina over the age of 25 has
less than a 9th-grade education, 7.9% has a high school education but no diploma, 25.9% has
graduated high school (or an equivalent program), and 30.5% has a Bachelor's degree or higher. In
contrast, 41.5% of individuals over 25 in Anson county have a high school education, and 9.5% have
a bachelor's education or higher. Only 5.5% of individuals over 25 in Census Tract 9204 have a
bachelor's education or higher.
Based on these findings, educational attainment within the areas of interest is significantly less than
the rest of the State of North Carolina. Enhanced public engagement, especially with
communications accessible and understandable to the majority of the community, should be utilized.
7.0 LOCAL SENSITIVE RECEPTORS
The EPA suggests that sensitive receptors include, but are not limited to, hospitals, schools, daycare
facilities, elderly housing, and convalescent facilities. These are areas where the occupants are more
susceptible to the adverse effects of exposure to toxic chemicals, pesticides, and other pollutants.
SCS reviewed an aerial map for potential sensitive receptors within the 1.5-mile radius of the
proposed property. Two facilities were identified: Unity Chapel church and Anson County Correctional
Institution. Because both of these facilities are occupied by or may be visited by sensitive
populations, they may be considered sensitive receptors and EPA suggestions may be applicable.
Figure 3 in Attachment C shows the EJScreen Map with the local sensitive receptors identified.
Environment Justice Report, Anson County Composting Facility www.scsenciineers.com
Page 5

The Unity Chapel Church and Anson County Correctional Institution, designated sensitive receptors,
shall be considered when developing enhanced public engagement for the project.
8.0 TRAFFIC IMPACT ANALYSIS
At design rates of approximately 500 tons per day of incoming organic material, we anticipate an
average of 25 trucks per day during normal operation. However, due to normal variation in delivery
volume and trailer size, it is possible that a daily truck count could reach as high as 50. In any case,
the McGill Anson facility traffic impact is expected to be significantly less than 100 vehicles per day.
Per NCDOT Policy on Street and Driveway Access, a Traffic Impact Study is required when the
estimated trip generation is 3,000 vehicles per day or greater. The estimated trip generation for the
McGill Anson facility is magnitudes less than the NCDOT requirement.
Furthermore, trucks going to the McGill facility would likely have been otherwise going to the landfill,
so a visible increase in congestion is not expected. The facility is not open to the public, and all traffic
entering the facility must be pre -approved and inspected on -site by McGill personnel. The existing
route the facility, by way of U.S. Highway 74 and entrance off of Dozer Drive, is currently heavily
occupied by traffic resulting from the Anson County Landfill. Being that the McGill facility will have
similar operating hours as the landfill, an observable impact to traffic, congestion, and/or local
roadways is unlikely.
All waste vehicles will meet or exceed NCDOT specifications, local ordinances, and McGill safety and
compliance guidelines. All vehicles hauling wastes or compost will be tarped. Scale house personnel
will inspect vehicles and reinforce regulations prior to trucks leaving the facility. If there are
instances with drivers or companies that do not adhere to regulations on a frequent basis, they will
be denied access to the facility. All trucks delivering waste materials are also required to be washed
down in the McGill receiving area to prevent tracking when leaving the facility.
9.0 PUBLIC ENGAGEMENT
There are both protected and underserved communities within the 1.5-mile radius that may be
impacted (positively or negatively) by the proposed facility. Therefore, public outreach and enhanced
public engagement measures may be required to be implemented, per NCDEQ guidelines. This
section outlines one possible Public Engagement Plan that reflects the needs of this particular
community in Anson County. The goal of the Public Engagement Plan is to seek out and facilitate the
involvement of those potentially affected.
NCDEQ suggests a number of public engagement methods for underserved communities. These
public engagement steps include distributing media releases when events are posted for public
notice and comment, distributing social media and email messages, communicating with community
stakeholders who have expressed interest, and meeting in person with interested parties to address
issues of concern.
NCDEQ also suggests a number of additional enhanced engagement practices to communicate with
underserved communities. Those suggestions include distributing flyers, engaging non-English
speakers via social media or non-English language media outlets, coordinating with community and
faith -based organizations to distribute critical communications, organizing information sessions to
familiarize interested community members, and working with local community members to identify
methods for non -electronic notices and communications.
Environment Justice Report, Anson County Composting Facility www.scsenciineers.com
Page 6

With respect to the specific protected and underserved groups identified in this screening, SCS
recommends McGill work with NCDEQ to incorporate a combination of standard public outreach
practices, as well as some enhanced public engagement measures. Considering that limited English
proficiency is not of concern for this community (as supported by Section 6.0 of this report),
communications are not required to be provided in languages other than English. However,
supplemental information in other languages may be made available at the public's request.
Some other important considerations include providing detailed health and environmental impact
information, and/or mitigation measures (see subsequent Section 10.0 of this report for more
detail), of the proposed facility given the health disparities within this community compared to the
state of North Carolina. McGill/NCDEQ may also tailor communications to the community education
level and disabilities. Given the level of average educational attainment in the community, technical
information may be presented in a way that is easily understood by the vast majority of adults, and is
readily accessible in various formats.
9.1 PUBLIC ENGAGEMENT PLAN
With the finding of this study in mind, SCS proposes several steps for a comprehensive Public
Engagement Plan, outlined as follows:
1. Public Outreach and Notification -This measure includes the initial notification of the
proposed project and the Solid Waste permit under review for the compost facility. The
intent of this measure is to start the dialogue within the community regarding the facility and
inform the public of critical milestones along the way. This can be achieved by several
means. Note that physical means of communication are recommended, given the potential
for `hard -to -reach' populations.
a. Post information regarding the project, facility, and permit review on NCDEQ's
website;
b. Distribute media releases when events are posted for public notice and public
comment;
c. Post flyers containing project, permit, and contact information at the suggested
locations within the area;
i. Schools (South Piedmont Community College, Anson Early College)
ii. Places of Worship (Unity Chapel Church)
iii. Local Businesses (John Deere Quality Equipment, Dollar General)
iv. Community Centers (Town Hall of Polkton)
v. Local Government Buildings (Polkton DMV, Anson County Animal Shelter)
2. Information Sessions - A public information session is recommended over a more formal
Public Hearing. One reason is that information sessions encourage questions from the
public and a more open conversation between the public and regulatory agencies. Being the
goal of this Plan is to encourage public participation and increase awareness of the project,
holding an in -person information session may be a highly effective way to do so. Some
additional considerations are:
a. Schedule session(s) at times and locations that are convenient, accessible, and
culturally -appropriate for potentially impacted communities;
Environment Justice Report, Anson County Composting Facility www.scsengineers.com
Page 7

b. Organize information session(s) to familiarize community members who maybe
familiar with or understand the work conducted and services offered by the
Department;
c. Reiterate to community members how and where to submit public comment, if any.
3. Public Comment Period - Based on the discretion of the Department, a public comment
period may be implemented during the permit review process. Per NCDEQ, the following
information may be made available to the public:
a. Project information, including permit application, press releases, etc.;
b. Environmental Justice Screening/Report (this document);
c. Contact list of agency officials with phone numbers and email addresses to allow the
public to communicate via phone or internet;
4. Enhanced Communication - This includes intentionally reaching specific groups of people
and/or organizations to prompt engagement. Some examples include coordinating with
community and faith -based organizations, local and Tribal governments, educational
institutions, and other entities to implement public engagement strategies specifically for
members of historically underserved communities. Based on a review of the local area,
engagement may benefit from coordinating with:
a. Anson County and Town of Polkton government officials;
b. Local community and non-profit organizations, such as -
i. Unity Chapel Church
ii. Anson County Economic Development group
iii. Anson County Community Economic Services
iv. Anson County Farm Bureau
5. Distribution of Programmatic Information - NCDEQ, per its own guideline, may issue
additional resources and programmatic information deemed necessary. This may include,
but is not limited to, posting Title VI and other nondiscrimination program information on
DEQ websites and in DEQ buildings.
The proposed plan outlined above, is one approached for achieving the fair treatment and
meaningful involvement of the community through public engagement. It is understood that NCDEQ
will evaluate this report and findings, as well as other potential factors, to make a determination on
the specific methods and strategies that will be implemented. McGill and SCS are eager and willing
to work with NCDEQ to further develop, revise, and/or help implement this Plan upon the
Department's review.
10.0 MITIGATION MEASURES
Inherently, some level of impact can be assumed from the construction of any facility, particularly
that of solid waste facilities. McGill is bringing over 30 years of experience designing, building,
operating, and maintaining industrial composting facilities to the proposed McGill Anson Facility. As
such, McGill Anson will be expertly designed and operated in a manner which mitigates potential
harms of the facility.
Environment Justice Report, Anson County Composting Facility www.scsenciineers.com
Page 8

10.1 ODOR AND NOISE
Within modern indoor composting facilities, certain areas of the facility have the potential to produce
odor -causing compounds. These odor -producing areas at composting facilities are the offloading,
blending, and composting bays, and are mitigated by biofilters and operational procedures. The
proposed facility will be enclosed, and all the waste processing will occur indoors.
To reduce noise, especially noise from mechanical processing equipment, all composting will occur
indoors. Since McGill uses similar equipment and processes at other facilities, McGill does not
anticipate an increase in noise. Process air will be recycled through the composting process or will
pass through a biofilter with 2 segments. Exact measurements for the biofilter will be finalized with
the final design. McGill will also reduce or prevent odors by ensuring proper blending, properly
prepared and filled bays, ensuring air supply fans function properly, and ensuring that the air supply
fans do not exceed the total capacity of the air exhaust fans.
10.2 DUST
Composting operations are performed inside a building and dust will be controlled as part of the
operation. Dust produced from vehicles hauling organics or compost may be carried onto roadways
or emitted into the air. Additionally, there is a potential for dust from stockpiled materials and the
final screening operation. McGill will closely monitor and manage the condition of the haul road into
the facility, and speed limits will be imposed on the haul road to minimize dust generation. Dust from
roadways will be controlled by water application as needed. Material that is stockpiled outdoors will
be wetted for dust control, as needed. The finished product that is stored in the covered storage area
or stockpiled on the property will be wetted as necessary for dust control purposes. Water will be
added on an as -needed basis to the compost through the final screening process.
10.3 AIR EMISSIONS
Air emissions from the composting operation will be controlled through a designed biofilter to control
odors and particulates from the enclosed composting operation. Air will be recycled through the
process or will pass through one (1) biofilter, with two (2) segments, to remove odors. Each biofilter
segment will measure approximately 140 feet by 80 feet by 4-5 feet and consist of a header duct,
distribution piping, and natural wood -based media. Exact measurements will be finalized with the
final design. The biofilter will be designed for a minimum residence time of 30 seconds.
10.4 TRAFFIC HAZARDS
Hauler vehicles may cause minimal traffic congestion and additional wear and tear on roads. Trucks
going to the McGill facility would likely have been otherwise going to the landfill, so a visible increase
in congestion is not expected. Additionally, the road system leading to and from the proposed facility
is designated as a truck route and therefore was designed and constructed to handle the traffic.
Based on existing road conditions, no impact to the existing Level of Service of the intersections
along the approach routes is anticipated due to the slight increase in truck traffic resulting from
McGill facility operations.
All vehicles entering the facility hauling waste or compost will be tarped. Scale house personnel will
inspect vehicles and reinforce regulations prior to trucks leaving the facility. If there are instances
with drivers or companies that do not adhere to regulations on a frequent basis, they will be denied
access to the facility. McGill is committed to safety and has a full-time compliance manager and
Environment Justice Report, Anson County Composting Facility www.scsenciineers.com
Page 9

transportation manager. Together, those staff members work to ensure vehicle and staff compliance
with all safety and regulatory requirements. Mandatory monthly training is held, and attendance is
required. Vehicles are inspected on a routine basis and any that fail inspections are either repaired
on -site or taken off -site for repair.
11.0 FACILITY BENEFITS
It should be noted that, in lieu of any potential negative impacts of the facility, there are several
benefits that can be attributed to the construction and operation of the McGill Anson Composting
Facility in the location proposed.
11.1 ENVIRONMENTAL
Composting has many environmental benefits, including carbon sequestration, increased water
retention in soils, soil remediation, higher yields in agricultural crops, the reduction or elimination of
the need for chemical fertilizers, and healthier turfgrass. McGill's premium compost products will be
available throughout the region for use on golf courses, athletic fields, turfgrass, agricultural fields,
and gardens.
The proposed Facility will divert organic waste from landfills, which is a significant environmental
benefit as the material will be turned into beneficial soil amendments that will be used to beautify
local parks and homeowner lawns. Further, there are quantifiable reductions in greenhouse gases
when composting instead of landfilling. For example, a ton of food waste that is landfilled generates
0.76 tons of CO2e, whereas if that ton of food waste was composted, the quantity of greenhouse
gases generated would be a small fraction of the 0.76 tons that would be generated at the landfill. If
you factor in the additional environmental benefit of carbon sequestration that compost provides,
that number drops even further. One cubic yard of compost sequesters 700 pounds of CO2.
Furthermore, the Facility's premium compost products will offset the amount of synthetic fertilizers
being brought into the area as compost is an organic substitute that can reduce or eliminate the
need for synthetic fertilizers.
11.2 SOCIAL
McGill intends to directly employ approximately 15 full-time employees to operate and manage the
proposed facility once constructed. The gross compensation (direct salary plus benefits) for
employees is estimated to be approximately $1,372.00 per week. Based on these estimates, a
potential annual employment benefit of approximately $1 million over 10 years may be realized. This
benefit is dependent upon several variables that may affect workforce levels in the future, including
but not limited to, operational practices, business conditions, and competition from similar
industries/facilities.
11.3 ECONOMIC
Tax revenues collected as a direct result of the operation of the McGill facility is a social and
economic benefit of the proposed project. The proposed Facility will provide tax revenue to Polkton
and Anson County. These sources of revenue include per capita employee occupation taxes and
local income taxes.
Construction and operation of the McGill compost facility will benefit the local and regional economy
through upfront construction and capital expenditures and ongoing operational expenditures.
Environment Justice Report, Anson County Composting Facility www.scsenciineers.com
Page 10

Expenditures related to construction of the facility will include the costs of local labor and goods.
Capital expenditures will include the purchase of waste processing equipment, transportation
vehicles, and computers and instrumentation devices. Anticipated operational expenditures will
include maintaining waste processing equipment (repairs and parts replacements), transportation
costs (tolls, fuel cost, and vehicle maintenance), operation and maintenance of computer and other
technological equipment such as equipment instrumentation, supplies necessary to support waste
processing, utilities, waste disposal fees, and insurance premiums.
In addition to the construction and operational expenditures, McGill's operation will produce a social
and economic benefit from the payment of legal, consulting/laboratory, and engineering fees related
to the construction of the facility building and equipment installation required for implementation for
the proposed project. Those services include engineering design of the building, local building and
land development permits and approvals, environmental permitting, contract development,
construction oversight, and final certification.
Some property value decreases are sometime associated with solid waste facilities. However, the
proposed Facility will be built on a 30-acre property directly adjacent to the Anson County Landfill.
Property values for land adjacent to a landfill are typically lower, so negative impacts to surrounding
property values are not anticipated from the compost Facility, as the impacts from the existing
landfill are likely greater. It may be noted that members of the Anson County board describe the
proposed use for the property as `best and highest' use of the land.
12.0 CONCLUSION
This report aims to evaluate the demographic and socioeconomic data associated with communities
surrounding the proposed McGill Anson Composting Facility and 30-acre parcel to determine if the
proposed facility could create disproportionate impacts to anyone based on race, color, national
origin, or income.
A review of available socioeconomic and demographic data was conducted, and based on that
review the following conclusions can be made:
• Race and Ethnicity - There are protected and underserved groups identified within the
County and census tracts of interest requiring outreach, especially a large percentage of the
local African American population. The project should pay particular attention to involving
members of this community early on in the project.
• Age and Sex - No groups were identified requiring special or enhanced communications in
relation to this project.
• Disability - Protected disability groups were identified within the geographic area of interest.
Communications should be specially tailored and distributed to caregivers, and available in
many different forms to account for a variety of disabilities.
• Poverty and Household Income - Populations within the geographic areas of interest have a
higher rate of personal and household poverty, and therefore may need an additional level of
communication and engagement. The economic impacts of the proposed facility to areas
with higher rates of poverty is discussed below, with mitigation measures considered.
• No LEP groups were identified during the screening of demographic data. As a result, the
Safe Harbor provisions do not appear to apply to this permit application.
• Local Sensitive Receptors - Two facilities were identified as possible local sensitive
receptors (Unity Chapel church and Anson County Correctional Institution). Additional
communications may be necessary to ensure that engagement reaches visitors of such
facilities. Impacts to visitors and residents of the two facilities are limited because of both
Environment Justice Report, Anson County Composting Facility www.scsengineers.com
Page 11

the proposed facility and the sensitive receptors and enclosed buildings. The church and the
correctional facility are both approximately 1 mile from the proposed site.
SCS proposes following the enhanced public engagement measures outlined above in Section 9.0 to
help mitigate any undesirable impacts of the facility, along with the physical mitigation measures
described in Section 10.
Generally speaking, the McGill Anson Composting Facility will provide net financial and
environmental benefits to the local community, and greater Anson County. These benefits will be
realized through increased diversion from the landfill, beneficial use of the existing parcel adjacent
to the Landfill, and the employment of local residents at the facility. McGill will play a vital role in the
community through its commitment to local and regional businesses, counties, and haulers to
recycle their waste in a secure, economic, and environmentally beneficial manner. As an industrial
activity, composting can result in some measure of impact to the nearby community. McGill has
taken the necessary steps to prevent and mitigate potential negative impacts. McGill strongly
believes that the substantial environmental, social, and economic benefits of the McGill Anson
Facility clearly outweigh any remaining harms that might exist after mitigation.
Environment Justice Report, Anson County Composting Facility www.scsenciineers.com
Page 12

Attachment A
Property Map & Screening Area
Environment Justice Report, Anson County Composting Facility www.scsenaineers.com
Page A-1

i W.W- Legend
NCUEQ Community Mapping SystemAir Quality.'
�,y,_ 'r.[48 X„ • ___i .-+tom :'�C' -s: .0 ti {I
•r`fill,Title V
' 1
Svnthe
>* y �` �� � - , ti .tom '��� r. '•� '�"�,=i ;� • � �?
v i+m r;5 -� •� ,
-i
Permit
Rd �� ., x � •[
rx a E^� �r y fJ� .�•v� L` _ :,1;. �'_�: � to y; f
4 ., 7t. ■I �I•Ct � ,� ��rij�
Gr�i'ffinss., s'
i
t Crossroads q�3 >1roa �.x r a �- -✓- -d a-`� Barris St , 1
ES Was
Permits
.__. _
• Y''�'r{ ~ V r4�' '' '', +�: � ` G ! .�r. },�_' I SChP9t St�•' F -- +
Major
On
Minor
��_ � � � '� , �► South
s..:+§$Imunity gtit r. e f YSolid
9•:sr: Pea ,I K 4a;+ a¢ Na1Jr Colicgo.'. -7�Av-$' �a ofiC4 try Existing �
�.
. • 1 1 i • •
Coal Ash Str
4
t-
Y`- f • f�¢+� Camp, Rd 7 � S4•
Permitted S
r �xs
RUsseIIVille Closed
i • e t ry
way rd
Al
Brownfields
AF
a
c' a
r • is ,
• Tarptin` i
-80.219 35.020 Degrees
ti
w
� ¢1 Hazardous
e
JAbove Grou:
r 5
—L#1®iiii JL

Attachment B
Census Blocks
Environment Justice Report, Anson County Composting Facility www.scsenaineers.com
Page A-2

4. y � r
Qensus Tract 9203.01 w
'
Census Tract 9204
Proposed McGi
I k4] h +S. • • • .
t
finwin� �r+e`,
Census Tract 9800
Census Tract 9203.02
r�
Census Tract 9205.01

Attachment C
Local Sensitive Receptors
Environment Justice Report, Anson County Composting Facility www.scsenaineers.com
Page A-3

Figure 3: Sensitive Receptors and Parks
r 'r
Alt
r ,
F
Anson County
Correctional Institution
r __ Unity Chapel Church
L.
Proposed McGill 30-Acre Parcel
(within 99-acre parcel)
ftobfExisting 99-Acre Parcel
2/9/2023
Schools C Existing 99.83-acre Parcel #644500861576
Places of Worship 0 Prisons
1:36,112
0 0.25 0.5 1 mi
0 0.4 0.8 1.6 km
State of North Carolina DOT, Esri, HERE, Garmin, NC CGIA, Maxar

Attachment D
EJ Screen Summary Tables
Environment Justice Report, Anson County Composting Facility www.scsenaineers.com
Page A-4

Table 1: Race and Ethnicity
Race and Ethnicity
North Carolina
Anson County, North Carolina
Census Block 1, Census Tract 9205.01, Anson County
Census Block 1, Census Tract 9203.02, Anson County
Number
Percent
Number
Percent
Number
Percent
Number
Percent
Total Population
10,439,388
100%
22,055
100%
944
100%
649
100%
White
6,312,148
60%
10,593
48%
329
35%
520
80%
Black or African American
2,107,526
20%
9,838
45%
562
60%
33
5%
American Indian or Alaska Native
100,886
1%
89
0%
3
0%
0
0%
Asian
340,059
3%
221
1%
10
1%
0
0%
Native Hawaiian and Other Pacific Islander
6,980
0%
4
0%
1
0%
0
0%
Some Other Race
46,340
0%
38
0%
0
0%
2
0%
Two or More Races
406,853
4%
607
3%
22
2%
26
4%
Hispanic or Latino (of any race) 1118596 11%1 665 3%1 17 2%1 681 10%
Source: US Census Bureau: Table P2, Census 2020 Summary File, Census Bureau
Source: 1.5-Mile Radius Data: US Census Bureau, American Community Survey (ACS) 2016-2020
Race and Ethnicity
Census Block 1, Census Tract 9800, Anson County
Census Block 2, Census Tract 9204, Anson County
Census Block 2, Census Tract 9203.01, Anson County
1.5-Mile Facility Radius
Number
Percent
Number
Percent
Number
Percent
Number
Percent
Total Population
1,366
100%
2,475
100%
4,504
100%
2,303
100%
White
683
50%
603
24%
3,100
69%
1,011
44%
Black or African American
601
44%
1,739
70%
964
21%
1,024
44%
American Indian or Alaska Native
12
1%
18
1%
11
0%
63
3%
Asian
6
0%
18
1%
50
1%
55
2%
Native Hawaiian and Other Pacific Islander
0
0%
0
0%
1
0%
14
1%
Some Other Race
0
0%
8
0%
4
0%
15
1%
Two or More Races
16
1%
41
2%
164
4%
120
5%
Hispanic or Latino (of any race) 48 4%1 48 2%1 210 5%1 115 5%
Source: US Census Bureau: Table P2, Census 2020 Summary File, Census Bureau
Source: 1.5-Mile Radius Data: US Census Bureau, American Community Survey (ACS) 2016-2020

Table 2: Age and Sex
Age
North Carolina Anson County
Number Percent Number Percent
Both Sexes
Male
Female Both Sexes
Male
Female Both Sexes
Male
Female Both Sexes
Male
Female
Total
Population
10,155,624
4,944,759
5,210,865 100.0%
48.7%
51.3% 25,306
13,285
12,021 100.0%
52.5%
47.5%
Median Age
1 38.6
37.1
40.11
40.5
38.8
43.1
Source: US Census Bureau: Table P12, Census 2010 Summary File, Census Bureau
Source: 1.5-Mile Radius Data: US Census Bureau, American Community Survey (ACS) 2016-2020
Age
Census Block 2, Census Tract 9204, Anson County 1.5-Mile Facility Radius
Number Percent Number Percent
Both Sexes
Male
Female Both Sexes
Male
Female Both Sexes
Male
Female Both Sexes
Male
Female
Tota I
Population
3,404
1,446
1,958 100.0%
42.5%
57.5% 2,303
1,725
578 100.0%
74.9%
25.1%
Median Age
30.3
28.3
31.9
Source: US Census Bureau:
Table P12, Census 2010 Summary File, Census Bureau
Source: 1.5-Mile Radius Data: US Census Bureau, American Community Survey (ACS) 2016-2020

Table 3: Disability
Subject
North Carolina Anson County
Total
With a Disability
Percent with a Disability Total
With a Disability
Percent with a Disability
Estimate
Margin of Error+/-
Estimate
Margin of Error+/-
Estimate Margin of Error+/- Estimate Margin of Error+/-
Estimate Margin of Error+/-
Estimate Margin of Error
Total civilian
Noninstitutionalized
Population
9,952,031
±1,743
1,350,533
±7,387
13.6% ±0.1 23,522 ±567
4,195 ±371
17.8% ±1.6
Race and Hispanic or Latino Origin
White
6,864,809
±7,919
955,077
±6,610
13.9%
±0.1
11,510
±290
2,059
±221
17.9%
±1.9
Black or African American
2,123,353
±5,762
314,216
±3,706
14.8%
±0.2
11,361
±352
2,059
±295
18.1%
±2.6
American Indian and Alaska
Native
118,231
±1,604
21,874
±929
18.5%
±0.8
6
±9
0
±23
0.0%
±100.0
Asian
279,615
±2,022
13,450
±961
4.8%
±0.3
309
±22
18
±17
5.8%
±5.6
Native American and Other
Pacific Islander
6,447
±668
635
±178
9.8%
+2.7
0
±23
0
±23
Some Other Race
303,837
±7,743
16,218
±1,100
5.3%
±0.4
132
±154
0
±23
0.0%
±23.0
Two or More Races
255,739
±6,070
29,063
±1,446
11.4%
±0.5
204
±109
59
±46
28.9%
±16.5
Hispanic or Latino
1 916,366
±863
57,239
±1,970
1 6.2%
±0.2
1 921
±63
11
±19
1.2%
±2.1
Type of Disability
With a Cognitive Difficulty
720,322
±5,601
7.7%
±0.1
2,459
±307
11.0%
±1.3
With a Hearing Difficulty
374,594
±3,949
3.8%
±0.1
907
±164
3.9%
±0.7
With a Visual Difficulty
263,682
±4,487
2.6%
±0.1
700
±162
3.0%
±0.7
With an Ambulatory Difficulty
1 720,322
±5,601
17.7%
±0.1
1 2,459
±307
1 11.0%
±1.3
Source: US Census Bureau: Table
S1810, American Community Survey (ACS) 2018
Subject
Census Block 2, Census Tract 9204, Anson County
Total With a Disability Percent with a Disability
Estimate
Margin of Error+/- Estimate
Margin of Error+/- Estimate Margin of Error
Total civilian
Noninstitutionalized
Population
3,404
±335 509
±159 15.0% ±4.7
Race and Hispanic or Latino Origin
White
794
±157
101
±55
12.7%
±7.3
Black or African American
2,610
±338
408
±155
15.6%
±5.7
American Indian and Alaska
Native
0
±12
0
±12
Asian
0
±12
0
±12
Native American and Other
Pacific Islander
0
±12
0
±12
Some Other Race
0
±12
0
±12
Two or More Races
0
±12
0
±12
Hispanic or Latino
0
±12
0
+12
Type of Disability
With a Cognitive Difficulty
306
±123
9.8%
±4.0
With a Hearing Difficulty
51
±51
1.5%
±1.5
With a Visual Difficulty
83
±67
2.4%
±2.0
With an Ambulatory Difficulty
1306
±123
1 9.8%
±4.0
Source: US Census Bureau: Table
S1810, American Community Survey (ACS) 2018

Table 4: Poverty
Subject
North Carolina
Anson County
Total Below Poverty Level Percent Below Poverty Level
Total Below Poverty Level Percent Below Poverty Level
Estimate Margin of Error +/- Estimate77-
Margin of Error +/- Estimate Margin of Error +/-
Estimate Margin of Error +/- Estimate Margin of Error +/- Estimate Margin of Error
Population for Whom Poverty Status is Determined
9,881,292 ±1,522 1,523,949 +15,319 15.4% ±0.2
23,469 +568 4,647 +670 19.8% ±2.9
Race and Hispanic or Latino Origin
White
6,829,742
±8,193
823,258
±11,150
12.1%
±0.2
11,486
±290
1,195
±347
10.4%
±3.0
Black or African American
2,096,490
±5,812
493,496
±8,392
23.5%
±0.4
11,335
±356
3,343
±556
29.5%
±5.0
American Indian and Alaska Native
117,702
±1,595
29,577
±1,585
25.1%
±1.3
6
±9
6
±9
100.0%
±100.0
Asian
275,301
±1,983
32,712
±2,356
11.9%
±0.9
309
±22
38
±63
12.3%
±20.2
Native American and Other Pacific Islander
6,414
±671
1,246
±264
19.4%
±4.2
0
±23
0
±23
Some Other Race
302,934
±7,911
89,305
±5,371
29.5%
±1.5
132
±154
0
±23
0.0%
±23.0
Two or More Races
252,709
±6,223
54,355
±2,369
21.5%
±0.8
201
±108
65
±42
32.3%
±18.4
Hispanic or Latino
915,426
±901
260,607
±5,682
28.5%
±0.6
921
±63
203
±203
22.0%
±21.9
All Individuals Below:
200 Percent of Poverty Level
1 3,513,670
±25,035
1
1
1
1 11,049
±1,113
Source: US Census Bureau: Table S1701, American Community Survey (ACS) 2018
Subject
Census Block 2, Census Tract 9204, Anson County
Total Below Poverty Level Percent Below Poverty Level
Estimate Margin of Error +/- Estimate Margin of Error +/- Estimate Margin of Error +/-
Population for Whom Poverty Status is Determined
3,404 +335 1,189 +290 34.9% ±8.8
Race and Hispanic or Latino Origin
White
794
±157
50
±64
6.3%
±7.5
Black or African American
2,610
±338
1,139
±283
43.6%
±11.3
American Indian and Alaska Native
0
±12
0
±12
Asian
0
±12
0
±12
Native American and Other Pacific Islander
0
±12
0
±12
Some Other Race
0
±12
0
±12
Two or More Races
0
±12
0
±12
Hispanic or Latino
0
±12
0
±12
All Individuals Below:
200 Percent of Poverty Level
1 1,946
±476
Source: US Census Bureau: Table S1701, American Community Survey (ACS) 2018

Table 5: Household Income
Subject
North Carolina
Anson County
Census Block 2, Census Tract 9204
1.5-Mile Facility Radius
Households
Households
Households
Households
Estimate
Margin of Error +/-
Estimate
Margin of Error +/-
Estimate
Margin of Error +/-
Estimate
Margin of Error +/-
Total
3,918,597
±8,585
9,516
±350
1,228
±132
346
±191
<$15,000
12.2%
±0.1
18.3%
±2.1
19.4%
±5.5
13.0%
±78
$15,000-$25,000
10.7%
±0.1
15.4%
±2.8
14.0%
±7.9
12.0%
±111
$25,000-$50,000
24.9%
±0.1
28.4%
±2.4
36.7%
±8.1
27.0%
±136
$50,000-$75,000
18.1%
±0.1
15.2%
±2.6
7.9%
±5.3
25.0%
±106
$75,000+
34.1%
±0.1
22.7%
±1.5
21.9%
±3.8
23.0%
±109
Median Income (dollars)
$ 52,413.00
±224
$ 39,126.00
±3,577
Is 35,473.00
7±7,582
Mean Income (dollars)
1 $ 73,753.00
1±332
1 $ 50,787.00
±2,951
1 $ 49,598.00
±11,289
Source: US Census Bureau: Table 1901, American Community Survey (ACS) 2018
Source: 1.5-Mile Radius Data: US Census Bureau, American Community Survey (ACS) 2016-2020

Table 6: Limited English Proficiency
Subject
North Carolina
Anson County
Estimate
Margin of Error +/-
Percent of Population
Estimate
Margin of Error +/-
Percent of Population
Total (Population 5 years and older
9,552,431
±774
24,110
±49
Speak only English
8,446,044
±7,645
88.4%
22,838
±150
94.7%
Speak a Language other than English
1,106,387
±7,710
11.6%
1,272
±159
5.3%
Speak English "very well"
667,720
±6,886
60.4%
796
±197
62.6%
Speak English less than "very well
438,667
±5,869
39.6%
476
±164
37.4%
Spanish or Spanish Creole:
716,899
±5,282
7.5%
938
±149
3.9%
Speak English "very well"
407,664
±5,064
56.9%
551
±185
58.7%
Speak English less than "very well
309,235
±4,584
43.1%
387
±164
41.3%
Source: US Census Bureau: Table 1601, American Community Survey (ACS) 2018
Source: 1.5-Mile Radius Data: US Census Bureau, American Community Survey (ACS) 2016-2020
Subject
Census Block 2, Census Tract 9204, Anson County
1.5-Mile Facility Radius
Estimate
Margin of Error +/-
Percent of Population
Estimate
Margin of Error +/-
Percent of Population
Total (Population 5 years and older
3,109
±345
2,272
±427
100.0%
Speak only English
3,109
±345
100.0%
2,007
±359
88.0%
Speak a Language other than English
0
±12
0.0%
265
±163
Speak English "very well"
0
±12
0.0%
193
±135
Speak English less than "very well
0
±12
0.0%
73
±74
Spanish or Spanish Creole:
0
±12
0.0%
Speak English "very well"
0
±12
0.0%
Speak English less than "very well
0
±12
0.0%
Source: US Census Bureau: Table 1601, American Community Survey (ACS) 2018
Source: 1.5-Mile Radius Data: US Census Bureau, American Community Survey (ACS) 2016-2020

Table 7: Educational Attainment
Subject
North Carolina
Anson County
Number
Percent
Number
Percent
Estimate
Margin of Error +/-
Estimate
Margin of Error +/-
Estimate
Margin of Error +/-
Estimate
Margin of Error +/-
Total Above 25
6,881,774
±1,458
18,092
±151
Less than 9th Grade
322,916
±4,493
4.7%
±0.1
956
±221
5.3%
±1.2
9th to 12th Grade, No Diploma
546,950
±7,350
7.9%
±0.1
2,566
±384
14.2%
±2.1
High School Graduate (Includes Equivalency)
i 1,780,253
±10,327
25.9%
±0.2
7,504
±538
41.5%
±3.0
Bachelor's Degree or Higher
1 2,099,206
±14,209
30.5%
±0.2
1,730
+296
9.6%
±1.6
Source: US Census Bureau: Table 1501, American Community Survey (ACS) 2018
Source: 1.5-Mile Radius Data: US Census Bureau, American Community Survey (ACS) 2016-2020
Subject
Census Block 2, Census Tract 9204, Anson County
1.5-Mile Facility Radius
Number
Percent
Number
Percent
Estimate
Margin of Error +/-
Estimate
Margin of Error +/-
Estimate
Margin of Error +/-
Estimate
Margin of Error +/-
Total Above 25
1,971
+264
1924
±326
100%
Less than 9th Grade
61
±55
3.1%
±2.6
141
±117
7%
9th to 12th Grade, No Diploma
279
±123
14.2%
±6.3
304
±125
16%
High School Graduate (Includes Equivalency)
1 967
±217
49.1%
±8.7
687
±179
36%
Bachelor's Degree or Higher
1 109
±74
1 5.5%
±3.7
130
±125
7%
Source: US Census Bureau: Table 1501, American Community Survey (ACS) 2018
Source: 1.5-Mile Radius Data: US Census Bureau, American Community Survey (ACS) 2016-2020