WQ0000838_Modification_20241115

Initial Review
Reviewer nathaniel.thornburg
Is this submittal an application? (Excluding additional information.) *
Yes No
Permit Number (IR) * WO0000838
Applicant/Permittee Granville Farms, Inc.
Applicant/Permittee Address PO Box 1396, Oxford, NC 27565
Is the owner in BIMS? Yes No Is the facility in BIMS?
Owner Type
Facility Name
County
Fee Category Major
Is this a complete application?*
Yes No
Signature Authority
Signature Authority Title
Signature Authority Email
Document Type (if non -application)
Email Notifications
Organization
GFI Class B Residuals Program
Granville
Does this need review by the hydrogeologist? * Yes No
Regional Office
CO Reviewer
Admin Reviewer
Fee Amount
Complete App Date
11 / 15/2024
Yes No
$528
Below list any additional email address that need notification about a new project.
Email Address
Comments to be added to email notfication
Comments for Admin
Comments for RO

Comments for Reviewer
Comments for Applicant

Submittal Form
Project Contact Information
Please provide information on the person to be contacted by NDB Staff regarding electronic submittal, confirmation of receipt, and other correspondence.
..................................................................................................................................................................................................................................................................................... ... ... ... ... ... .. ... ... ... ... ..
Name* Drew Matthews
Email Address*
[e-mail]
Project Information
.........................
Application/Document Type*
New (Fee Required)
Modification - Major (Fee Required)
Renewal with Major Modification (Fee
Required)
Annual Report
Additional Information
Other
Phone Number*
2528839301
Modification - Minor
Renewal
GW-59, NDMR, NDMLR, NDAR-1,
N DAR-2
Residual Annual Report
Change of Ownership
We no longer accept these monitoring reports through this portal. Please click on the link below and it will take you to the correct form.
https://edoes.deq.nc.gov/Forms/NonDischarge_Monitoring_Report
Permit Type:*
Wastewater Irrigation
High -Rate Infiltration
Other Wastewater
Reclaimed Water
Closed -Loop Recycle
Residuals
Single -Family Residence Wastewater
Other
Irrigation
Permit Number:*
WQ0000838
Has Current Existing permit number
Applicant/Permittee*
Granville Farms, Inc.
Applicant/Permittee Address*
PO Box 1396, Oxford, NC 27565
Facility Name*
GFI Class B Residuals Program
Please provide comments/notes on your current submittal below.
Check is being mailed via USPS.
At this time, paper copies are no longer required. If you have any questions about what is required, please contact Nathaniel Thornburg
at [e-mail].
Please attach all information required or requested for this submittal to be reviewed here.
(Application Form, Engineering Plans, Specifications, Calculations, Etc.)
WQ0000838 Permit Modification November 2024.pdf 186.57MB
Upload only 1 PDF document (less than 250 MB). Multiple documents must be combined into one PDF file unless file is larger
than upload limit.
* By checking this box, I acknowledge that I understand the application will not be accepted for pre -review until the fee (if required) has
been received by the Non -Discharge Branch. Application fees must be submitted by check or money order and made payable to the
North Carolina Department of Environmental Quality (NCDEQ). I also confirm that the uploaded document is a single PDF with all parts
of the application in correct order (as specified by the application).
Mail payment to:
NCDEQ — Division of Water Resources
Attn: Non -Discharge Branch
1617 Mail Service Center
Raleigh, NC 27699-1617
Signature
Submission Date 11/6/2024

GRANVILLE FARMS, INC.
2024 PERMIT MODIFICATION
CLASS B PROGRAM
WQ0000838
Submitted by:
Soil Plus
PO Box 1396
Oxford, North Carolina 27565
November 1, 2024
SOIL PLUS

SOIL PLUS
November 1, 2024
NCDEQ-DWR
Non -Discharge Branch
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
Attention: Mr. Nathaniel Thornburg
Reference: PERMIT MODIFICATION
GFI Class B Residuals Program
Permit # WQ0000838
Soil Plus Project No. 200705.1310
Mr. Thornburg:
Soil Plus, LLC (Soil Plus) is submitting one electronic copy of this permit modification
application package for Granville Farms, Inc. (WQ0000838). This package includes:
1. Completed Residual Land Application Program Application
2. Completed Residual Source Certification Attachment
a. Little Creek RRF (Modified)
b. Norman H. Larkins WPCF (New)
3. Completed Land Application Site Certification Attachment
a. Kelly Adkins (KA)
b. Samuel Mills (SM)
c. E. Brantley, LLC (EBLLC)
This package is designed to increase the permitted dry tonnage for (1) source, add (1)
source, and add (3) fields in Halifax County and (3) fields in Nash County totaling
approximately XX acres. A check for $528 is enclosed with this package per the Division
of Water Resources Land Application Unit's fee schedule for a major modification to a
major non -discharge permit.
Soil Plus will be responsible for completing this permit application for Granville Farms,
Inc. If there is any further information required or questions regarding this permit
application, please do not hesitate to contact me for assistance.
Respectfully,
P 490 � �J2
PO Box 1396 Drew Matthews, Soil Plus LLC
Oxford, NC 27565
[phone] cc: Bryan A. Smith, Granville Farms Inc.
dmatthewsgsoilplus.net Jason Smith, Granville Farms Inc.
www.soilplusuc.com

Granville Farms, Inc.
Permit Modification
WQ0000838
Residual Land Application Program
Application
Weighted Source PAN Calculations
Revised O&M Plan
Current Permit
Residual Source Certification
Attachment
Little Creek RRF
Anahytical/Field Loading Calculations
Residual Source Certification
Attachment
Norman H. Larkins WPCF
Analytical/Field Loading Calculations
Land Application Site Certification
Attachment
Site KA
Land Owner Agreement Forms
Halitax County Board of Commissioners Notification/Maps
Soil Scientist Certification and Borings
Biosolid Utilization Calculations/Soil Samples
Site SM
Land Owner Agreement Form
Halitax County Board of Commissioners Notification/Map
Soil Scientist Certification and Borings
Biosolid Utilization Calculations/Soil Samples
Site EBLLC
Land Owner Agreement Forms
Nash County Board of Commissioners Notification/Maps
Soil Scientist Certification and Borings
Biosolid Utilization Calculations/Soil Samples

APPENDIX 1
2024 PERMIT MODIFICATION
Granville Farms, Inc. (WQ0000838)
Residual Land Application Program Application
Weighted Source PAN Calculations
Revised O&M Plan
Current Permit

State of North Carolina
DWR
Department of Environmental Quality
Division of Water Resources
Division of Water Resources 15A NCAC 02T .1100 — RESIDUALS LAND APPLICATION PROGRAM
INSTRUCTIONS FOR FORM: RLAP 06-16 & SUPPORTING DOCUMENTATION
Please use the following instructions as a checklist in order to ensure all required items are submitted. Adherence to these
instructions and checking the provided boxes will help produce a quicker review time and reduce the amount of additional
information requested. Failure to submit all of the required items will lead to additional processing and review time for the
permit application. Unless otherwise noted, the Annlicant shall submit one original and two conies of the application and
sunnorting documentation
For more information, visit the Water Quality Permitting Section's Non-Discharze Permittinty Unit
General — This application is for treatment, storage, transport, and/or land application of Class B residuals (may include residuals that
are generated from a water treatment plant or other type facilities) on the proposed or currently approved land application site(s) under
15A NCAC 02T .1100.
Unless otherwise noted, the Applicant shall submit one original and two copies of the application and supporting documentation listed
below.
A. Residuals Land Application Program (FORM: RLAP 06-16) Application: (All Application Packages):
❑ Submit the completed and appropriately executed Residuals Land Application Program (FORM: RLAP 06-16) form. Please
do not make any unauthorized content changes to this form. If necessary for clarity or due to space restrictions, attachments to
the application may be made, as long as the attachments are numbered to correspond to the section and item to which they
refer.
❑ The Applicant's Certification on Page 5 of this form shall be signed in accordance with 15A NCAC 02T .0106(b). An alternate
person may be designated as the signing official if a delegation letter is provided from a person who meets the criteria in 15A
NCAC 02T .0106(b).
❑ If this project is for a modification of an existing permit, submit one copy of the existing permit.
❑ Please submit this application form at least 180 days prior to the expiration date on the existing permit, or 90 days prior to
operation of proposed facility(ies) for application packages involving new or changes to treatment and storage units.
B. Application Fee (New and Major Modification Application Packages)
❑ Submit a check, money order or electronic funds transfer made payable to: North Carolina Department of Environmental
Quality (NCDEQ).
Facility Classification New Permit Major Modification 1
Major (land are permitted for > 300 acres) F- $1,310 F $395
Minor (land are permitted for < 300 acres) F- $810 F $245
' - A major modification shall be defined as any permit modification that: increases the generating facility's residuals dry tonnage;
adds additional land application areas not previously approved for that particular program [including transferring of field(s) from
one program to another]; adds additional residuals sources; or includes the addition of new treatment or storage units/processes not
previously permitted. There is no fee for minor modifications to a permit.
C. Cover Letter (All Application Packages)
❑ List all items included in the application package, as well as a brief description of the requested permitting action.
D. Environmental Assessments (Maybe Required— See 15A NCAC 1 C .0300)
❑ Submit a copy of the Findings of No Significant Impact (FONSI) or Environmental Impact Statement (EIS). Also, include
information on any mitigating factor(s) from the Environmental Assessment (EA) that impact the construction of the residuals
treatment and storage facilities. An EA may also be required for private systems if any public funds and/or lands are used for
the construction of the subject facilities.
INSTRUCTIONS FOR FORM: RLAP 06-16 Page 1 of 3

E. Operation and Maintenance Plan (New and Renewal Application Packages)
❑ For Modification Application, if there are any changes to the existing plan, submit an updated O&M plan.
❑ Submit the O&M Plan in accordance with 15A NCAC 02T .1110 and include at a minimum:
❑ Operational functions; describe the operation of the program to show what operations are necessary for the program to
function and by whom the functions are to be conducted.
❑ Maintenance schedules; may include equipment calibration, maintenance of signs, etc.
❑ Safety measures; may include safety training program, manuals, signs, etc.
❑ Spill response plan; including control, containment, remediation, emergency contact information, etc.
❑ Inspection plan including the following information;
❑ Names and titles of personnel responsible for conducting the inspections.
❑ Frequency and location of inspections, including those to be conducted by the ORC, and procedures to assure that the
selected location(s) and inspection frequency are representative of the residuals management program.
❑ Detailed description of inspection procedures including record keeping and actions to be taken by the inspector in the event
that noncompliance is observed.
❑ Sampling and monitoring plan including the following information;
❑ Names and titles of personnel responsible for conducting the sampling and monitoring.
❑ Detailed description of monitoring procedures including parameters to be monitored.
❑ Sampling frequency and procedures to assure that representative samples are being collected. Fluctuation in temperature,
flow, and other operating conditions can affect the quality of the residuals gathered during a particular sampling event. The
sampling plan shall account for any foreseen fluctuations in residuals quality and indicate the most limiting times for
residuals to meet pathogen and vector attraction reduction requirements (e.g. facilities that land apply multiple times per
year but have an annual sampling frequency, may need to sample during winter months when pathogen reduction is most
likely to be negatively affected by cold temperatures.
THE FOLLOWING ADDITIONAL ITEMS (G to M) ARE REQUIRED FOR DEDICATED PROGRAM ONLY.
F. Program Determination
❑ Dedicated residuals land application programs are ones in which land application sites meet the criteria in 15A NCAC 02T
.110202). Specifically, a residuals land application program is designated as dedicated if any of the following are applicable:
❑ Any land application site certified for the residuals land application program that receives residuals at rates or frequencies
greater than agronomic rates.
❑ Any land application site certified for the residuals land application program that is used primarily for residuals disposal,
and agricultural crop production is of secondary importance.
❑ Any land application site certified for the residuals land application program that receives residuals through fixed irrigation
facilities or irrigation facilities fed through a fixed supply system.
❑ Please contact the Non -Discharge Permitting Unit if you need any assistance in determining whether your residuals program
falls under the dedicated program definitions.
G. Program Information
Provide an explanation of why a dedicated system is required instead of a conventional non -dedicated system.
❑ Provide an explanation of the dedicated system and its operation.
H. Detailed Site Maps (All New or Modification Application Packages)
❑ Submit three (3) sets of standard size plans and two (2) sets of I V by 17" plans (electronic format is acceptable - Adobe PDF
only). For Modifications, submit plans specific to the modification(s) only.
❑ Plans must include the following minimum items:
❑ A general location map, a vicinity map and a topographic map with contours not exceeding 10 feet or 25% of the total site
relief and showing all facility related structures and fences within the land application area.
❑ The location of all wells (including usage and construction details if available), streams (ephemeral, intermittent, and
perennial), springs, lakes, ponds, and other surface drainage features within 500 feet of the land application site(s).
❑ Delineation of the review and compliance boundaries
❑ Setbacks as required by 15A NCAC 02T .1108
❑ Site property boundaries within 500 feet of all waste treatment, storage, and disposal site(s).
❑ A map showing the entire irrigation area with an overlay of the suitable irrigation area depicted by the soil scientist's
evaluation. The irrigation plans shall show each nozzle/emitter and wetted area (when applicable). Clearly label spray
irrigation zones as they will be operated.
❑ Plans must depict a completed design and not be labeled with preliminary phrases (e.g., FOR REVIEW ONLY, NOT FOR
CONSTRUCTION, etc.) that indicate that they are anything other than final plans. However, the plans may be labeled with
the phrase: FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION
INSTRUCTIONS FOR FORM: RLAP 06-16 Page 2 of 3

L Project Evaluation and Receiver Site Management Plan (All New Application Packages or Modifications that include new sites)
❑ Submit a project evaluation and a receiver site management plan (if applicable) with recommendations concerning cover crops
and their ability to accept the proposed application rates.
J. Hydrogeologic Report (All New Application Packages or Modifications involving increasing the total design capacity)
❑ Submit a detailed hydrogeologic evaluation in accordance with 15A NCAC 02T .1104(d)(4) and current Division Policy
available at: httn://www.ncwater.ora/Rules Policies and ReLmlations/. The document shall be signed, sealed and dated by a
qualified professional.
K. Engineering Design Documents (All New or Modification Application Packages with fixed irrigation facilities or irrigation
facilities fed through fixed supply system)
Submit engineering design documents that have been signed, sealed, and dated by a NC licensed Professional Engineer and/or
Professional Land Surveyor in accordance with 15A NCAC 02T .I 104(d)(2). For Modifications, submit an updated site map
specific to the modification(s) only.
❑ The design documents must include the following minimum items:
❑ Engineering plans for the facility and equipment except those previously permitted unless they are directly tied into the new
units or are critical to the understanding of the complete process;
❑ Specifications describing materials to be used, method of construction, and means for ensuring quality and integrity of the
finished product including leaking testing; and
❑ Engineering calculations including hydraulic and pollutant loading, sizing criteria, hydraulic profile, total dynamic head
curve analysis for each pump, and irrigation design.
❑ Soil mapping units shown on all disposal sites.
L. Water Balance (All New Application Packages or Modifications that include new sites utilizing fixed irrigation facilities or
irrigation facilities fed through fixed supply systems)
❑ Submit a completed and accurate water balance in accordance with 15A NCAC 02T .I 104(d)(5) and current Division Policy
available at: httn://www.ncwater.ora/Rules Policies and Regulations/.
M. Property Ownership Documentation (All New or Modification Application Packages involving new and/or relocated treatment
or irrigation components)
❑ Property ownership documentation shall consist of one of the following:
❑ Legal documentation of ownership (i.e., GIS, deed or article of incorporation), or
❑ Written notarized intent to purchase agreement signed by both parties with a plat or survey map, or
❑ An easement running with the land specifically indicating the intended use of the property and meeting the requirements of
15A NCAC 02L .0107(f). or
❑ A written notarized lease agreement signed by both parties, indicating the intended use of the property, as well as a plat or
survey map.
ONE ORIGINAL AND TWO COPIES OF THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL
SUPPORTING INFORMATION AND MATERIALS, SHALL BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF WATER RESOURCES
WATER QUALITY PERMITTING SECTION
NON -DISCHARGE PERMITTING UNIT
By U.S. Postal Service:
1617 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1617
TELEPHONE NUMBER: [phone]
By Courier/Special Deliverv:
512 N. SALISBURY STREET
RALEIGH, NORTH CAROLINA 27604
FAX NUMBER: [phone]
INSTRUCTIONS FOR FORM: RLAP 06-16 Page 3 of 3

DWR
Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .1100 — RESIDUALS LAND APPLICATION PROGRAM
FORM: RLAP 06-16
L APPLICANT INFORMATION:
1. Applicant's name: Granville Farms, Inc.
Applicant type: ❑ Individual ® Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State ❑ Municipal ❑ County
Signature authority's name per 15A NCAC 02T .0106: Bryan A. Smith Title: President
Applicant's mailing address: PO Box 1396
City: Oxford State: NC Zip: 27565-
Telephone number: [phone] Email Address: asmitliggranvillefarmsinc.com
2. Consultant's name: Drew Matthews License Number (for P.E.):
Affiliation: ❑ On Staff ® Retained (Firm: Soil Plus. LLC)
Consultant's mailing address: PO Box 1396
City: Oxford State: NC Zip: 27565-
Telephone number: Q52) 883-9301 Email Address: dmatthewsksoilplus.net
3. Agronomist's name: License Number:
Affiliation: ❑ N/A ❑ On Staff ❑ Retained (Firm: )
Agronomist's mailing address:
City: State: Zip: -
Telephone number: (_) _- Email Address:
4. Soil Scientist's name: License Number.
Affiliation: ❑ N/A ❑ On Staff ❑ Retained (Firm: �)
Soil Scientist's mailing address:
City: State: Zip: -
Telephone number: (_) _- Email Address:
5. Fee submitted: $528.00 (See Instruction B)
IL PERMIT INFORMATION:
1. Application is for (check all that apply): ❑ new, ® modified, ❑ renewed permit
2. If this application is being submitted to renew or modify an existing permit, provide the following:
Permit number: W00000838
Date of most -recently issued permit: June 27 2023
Date of most -recently certified Attachment A (if different than the permit):
Date of most -recently certified Attachment B (if different than the permit):
FORM: RLAP 06-16 Page 1 of 5

III. RESIDUALS LAND APPLICATION PROGRAM INFORMATION:
1. Residuals Processing Facility's physical address: Multiple Facilities - See O&M Plan
City: State: Zip: -
Coordinates: Latitude: _° Longitude:
Datum: Level of accuracy:
Method of measurement:
2. County where residuals land application program is headquartered: Granville
3. List the Operator In Responsible Charge (ORC) and all Back -Up ORCs for the residuals land application program, their
certification numbers, and their affiliations in the following table:
Designation Name Affiliation Certification Number
ORC Bryan A. Smith Granville Farms, Inc. 13265
Back -Up ORC Jason A. Smith Granville Farms, Inc. 13266
Additional Back -Up
ORCs
(if applicable)
If an ORC and at least one Back -Up ORC are not currently designated for this residuals land application program, provide the
candidates' names, affiliations, and an estimated time schedule for each candidate's completion of the required training school
and certification test:
4. Complete the following tables regarding management of the residuals land application program:
a. Plant Available Nitrogen Summarv: Determine the maximum plant available nitrogen (PAN) generated by all residuals
source -generating facilities as currently certified and proposed for certification with this application and list the results in the
following table:
Maximum amount of residuals to be certified: 12,900 dry tons per year.
PAN Pounds of PAN per Dry Ton
Pounds of PAN per Year
(Weighted Average)
Surface Incorporation
Surface Incorporation
or Injection
or Injection
First -Year 29.46 35.05
379,997 452,105
Five -Year Maximum Adjusted 44.03 48.20
567,951 621,818
b. Land Application Site Use Summarv: Summarize information regarding the land application sites as currently certified and
proposed for certification with this application:
Category Use
Acres
Crops Forest or Plantation
Row Crops
Hay
1,560.41
Pasture
Total:
1,560.41
Methods Surface
1,560.41
Incorporation or Injection
Total:
1,560.41
Comments
FORM: RLAP 06-16 Page 2 of 5

c. Residuals Land Application Summarv: Determine the minimum acreage required to land apply the residuals as currently
certified and proposed for certification assuming the scenarios listed in the following table:
Assumed
Acres Required Using
Acres Required Using
Application Rate
First -Year PAN Concentrations
Five -Year Maximum Adjusted PAN
(lbs PAN/ac yr)
Concentrations
Surface
Incorporation or
Surface Incorporation or
Injection
Injection
50
7,599.95
9,042.11
11,359.02 12,436.35
100
3,799.97
4,521.05
5,679.51 6,218.18
150
2,533.32
3,014.04
3,786.34 4,145.45
200
1,899.99
2,260.53
2,839.76 3,109.09
6. If applicable, provide a plan and a schedule to resolve any known issues that would prevent land application of the proposed
residuals due to the violation of North Carolina Administrative Code (e.g. not enough storage, not enough land, vector reduction
practices not in place, etc.): Many of these sources will also maintain their current land application program in conjunction
with this one. For most sources this permit will not serve as an exclusive land application program, but rather as a supplement.
7. Specify type of residuals program (See Instruction F): ® Non -dedicated ❑ Dedicated
If Dedicated, specify the following (check all that apply):
❑ Residuals program contains any land application site(s) that receives residuals at rates or frequencies greater than agronomic
rates, explain;
❑ Residuals program contains any land application site(s) that is used primarily for residuals disposal, and agricultural crop
production is of secondary importance, explain;
❑ Residuals program contains any land application site(s) that receives residuals through fixed irrigation facilities or irrigation
facilities fed through a fixed supply system, explain;
IV. RESIDUALS SOURCE INFORMATION: (Required for all new, renewed, or modified residuals source)
Complete and submit the following Residuals Source Certification and all associated documentation.
Residuals Source
Certification
V. LAND APPLICATION SITE INFORMATION: (Required for all new, renewed, or modified land application site)
Complete and submit the following Land Applications Site Certification and all associated documentation.
Land Application Siite
Certification.doc
FORM: RLAP 06-16 Page 3 of 5

Note: Item VI. Applicable to Dedicated Program with fixed irrigation system only.
VI. DESIGN INFORMATION FOR FIXED IRRIGATION SYSTEM
1. The irrigation system is: 17 Spray F1 Drip
2. Disposal system is: ❑ existing 0 proposed.
3. Minimum depth to mean seasonal high water table (SHWT) within irrigation sites(s) per Soil Scientist's Evaluation: feet
below ground surface. Rules 15A NCAC 02T .0505(n) requires at least one -foot vertical separation between SHWT and ground
surface.
4. Are there any artificial drainage or water movement structures within 200 feet of any irrigation area?
❑ Yes or ❑ No If Yes, please explain if the soil scientist report addresses artificial structures and please indicate if
structures are to be maintained or modified:
5. Loading rates recommended by the Soil Scientist Evaluation:
Recommended Recommended
Soil Series Fields within Soil Area Loading Rate Loading Rate
(in/hr) (in/yr)
6. Design loading rates are equal or less than the loading rates recommended by Soil Scientist?
❑ Yes or ❑ No If No, explain why 15A NCAC 02T .0505(n) is not met:
7. Non -dedicated System Design (fill in the appropriate information for either a spray or drip irrigation system):
Field /Zone Design Area Number of Maximum Application Design Annual Loading
(ft) Nozzles Rate (gallons/hr) Rate (gallons/yr)
Total ir
Spray Irrigation Design Element Plan Sheet Specification
Number Page Number
Wetted diameter of nozzles ft
Wetted area of nozzles ft2
Nozzle capacity gpm
Nozzle manufacturer / model /
Elevation of highest nozzle ft
FORM: RLAP 06-16 Page 4 of 5

Applicant's Certification (signing authority must be in compliance with 15A NCAC 02T .0106):
The applicant or any affiliate has not been convicted of an environmental crime, has not abandoned a wastewater facility without proper
closure, does not have an outstanding civil penalty where all appeals have been exhausted or abandoned, are compliant with any active
compliance schedule, and do not have any overdue annual fees under Rule 15A NCAC 02T .0105.
® Yes U No, Explain;
I, Brvan A. Smith
(Signature Authority's Name — PLEASE PRINT)
attest that this application for Granville Farms. Inc.
(Facility Name)
President
(Title)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that the Division of Water Resources
may not conduct a technical review of this program and approval does not constitute a variance to any rules or statutes unless specifically
granted in the permit. Further, any discharge of residuals to surface waters or the land will result in an immediate enforcement action,
which may include civil penalties, injunctive relief, and/or criminal prosecution. I will make no claim against the Division of Water
Resources should a condition of this permit be violated. I also understand that if all required parts of this application are not completed
and that if all required supporting information and attachments are not included, this application package will be returned to me as
incomplete.
Note: In accordance with North Carolina General Statutes § 143-215.6A and § 143-215.613, any person who knowingly makes any false
statement, representation, or certification in any application shall be guilty of a Class 2 misdemeanor, which may include a fine not to
exceed $10,000 as well as civil penalties up to $25,000 per violation.
Signature: 4,
Date:
11 /1 /2024
FORM: RLAP 06-16 Page 5 of 5

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GRANVILLE FARMS, INC.
OPERATION AND MAINTENANCE PLAN
LAND APPLICATION OF CLASS B RESIDUAL BIOSIOLIDS
WQ#0000838
Revised November 2024

1.0 SUMMARY
Granville Farms, Inc. (GFI) is a privately owned company that is contracted to haul and land apply nutrient enriched
by-products such as Biosolids from Wastewater Treatment Plants, Residuals from Water Treatment Plants, Animal
Waste from Animal Production Facilities, and certain Construction Debris from Road Work (i.e. slurry water from
diamond cutting of concrete). GFI is unique in that it does not participate in the generation or treatment of the by-
products generated by any of the source types listed above. At times GFI is requested to provide lime stabilization
of Biosolids by smaller operating facilities, but this quantity is normally very small. GFI's main role is to provide
transportation and operational equipment to spread the nutrient enriched by-products listed above.
Another unique characteristic about GFI is that it owns and maintains permits to land apply these by-products. Given
that most generators are issued their own land application permit, they have direct oversight of the preparation,
removal, and application of their by-products. This creates some operational and permit challenges for GFI since
standard, state issued permits are typically issued to generators not land application companies. This Operation and
Maintenance Plan (O&M) addresses how GFI is able to manage by-products produced by multiple, independent
generators and land applies under their own land application permit.
Revised 11/24 OGranville Farms, Inc. Operation and Maintenance Plan

GRANVILLE FARMS O&M PLAN
SAMPLING & ANALYTICAL

2.0 ANALYTICAL REQUIREMENTS
Prior to the hauling and land application event being schedule the generator must provide analytical results
documenting that all parameters listed in Condition IV. 2 — 4 and at the frequency listed in most recent copy of this
permit. If GFI does not collect the sample then it DOES NOT own the responsibility of the integrity of the sample
and the method it was collected, transported, submitted, and analyzed. Should the generating source elect to have
GFI collect the sample prior to land application, then it will be done in the following manner:
Four factors that may ultimately affect the integrity of reported data include: 1) obtaining a representative sample, 2)
preventing contamination of the sample, 3) providing legal documentation of the sampling event, and 4) protecting
the sample from chemical, physical or biological change prior to analysis.
A sample will be collected according to the schedule provided in the most recent copy of the Attachment of this
permit and prior to land application one composite sample should be pulled from a designated location from the
generating source. GFI has identified Meritech, Inc based in Reidsville, NC to be used as the Certified Laboratory.
The composite sample should be analyzed for:
• % Solids,
• Nitrogen Series (TKN, Ammonia, Nitrate, Nitrite, and Organic Nitrogen),
• Phosphorus,
• Potassium,
• Sulfur,
• Calcium,
• Magnesium,
• Sodium,
• Iron,
• Aluminum,
• Manganese,
• Copper,
• Zinc,
• and Remaining 503 Metals (i.e. Arsenic, Cadmium, Chromium, Mercury, Molybdenum, Lead, Nickel,
Selenium)
Approximately 2 quarts of residual should be collected. The sample containers should be clean and sterile. They
should also be labeled so that they are easily identifiable in the lab. The samples should be pulled using the method
listed below:
❖ Collect one sample from each digester(s) from which the material will be land applied using a "swing sampler"
o The swing sampler must be used with a sterile, plastic 960 ml container
❖ Combine each sample in a stainless steel bucket
❖ Mix thoroughly using a fiberglass rod
❖ Collect each sample from the top of the access point at each digester. This access point is obtained by climbing
the installed ladder on the side of the digester.
Revised 11/24 OGranville Farms, Inc. Operation and Maintenance Plan

Once the sample is pulled, it should be placed in medium size cooler packed with ice. The sample should be collected
with an enough time so that it can be delivered to the laboratory.
Once per calendar year a sample should be collected and analyzed for:
• Full TCLP
• Ignitability, Corrosivity, and Reactivity
• Requires 5 Liters
A third should be submitted for a 30-Day Scale Bench test and Fecal Coliform Density Test. The 30-Day Scale Bench
Test also requires 1 quart of "clear" water from the Clarifier for Dilution if necessary. This sample would be analyzed
for:
• 30-Day Scale Bench Test (4 Quarts of Residuals and 1 Quart of Clarifier water)
• Fecal Coliform Density Test (seven samples)
The contact information for the lab is:
Mailing Address
Meritech, Inc.
642 Tamco Rd
Reidsville, NC 27320
[phone] (Phone)
Sampling frequency will be conducted in accordance with the Table listed in the most recent Attachment A of this
permit. The sample will be collected by a representative of Soil Plus, LLC. For further information please contact:
Drew Matthews
P.O. Box 1396
Oxford, NC 27565
252-883-9301
Revised 11/24 OGranville Farms, Inc. Operation and Maintenance Plan

GRANVILLE FARMS O&M PLAN
OPERATION, SPILL CONTROL, & TRAINING

3.0 BIOSOLIDS REMOVAL, TRANSPORT, AND APPLICATION
Biosolids will be transported from the generators to suitable, permitted land application sites. Transport equipment
will be inspected, licensed and appropriately marked, as required, for the purpose of transporting biosolids. Biosolids
will be delivered to the application sites between sunrise to sunset.
Both liquid and dewatered biosolids distribution on the land application sites will be uniform throughout the
application area. To ensure adequate control of the application rate for each site, the equipment used for spreading
the sludge will be calibrated by measuring the amount handled on a known square footage. While the rate of discharge
from the application vehicle is fixed, the speed of the equipment can be adjusted to maintain the flow rate needed to
achieve specific application rates. Spreading operations will be discontinued during periods of inclement weather and
will not be resumed until sufficient drying of the fields has occurred. This allows equipment access without causing
excessive soil compaction or rutting. To prevent adherence of the biosolids, transport vehicles will be equipped with
rear mud flaps, thereby preventing biosolids from being tracked onto roadways. Biosolids adhering to the mud flap
will be scraped off in the field before the truck returns to the roadway. Examples of our application tracking and
summary form/reports can be provided upon request.
4.0 SITE OPERATION
Biosolids will be surface applied at the properly -calculated agronomic rate and in strict accordance with any state and
federal regulations for the land application of the biosolids. Buffer zone distances will be observed in accordance with
applicable state and federal regulations. Buffer zones will be flagged and no biosolids will be applied within those
areas. The most restrictive buffer will apply in combined situations. Operational provisions will be taken to prevent
soil loss through erosion. Provisions will include contour application and avoidance of areas where surface drainage
patterns result in concentrated flow of runoff from rainfall. In accordance with sound, industry standard agronomic
practice, areas which are unseasonably wet (and would produce rutting or damage to the field) will not be utilized for
biosolids application operations during those periods. Operations will be discontinued when soils are saturated and
will not be resumed until the field has sufficient dried. The amount of biosolids applied will not exceed the hydraulic
capacity of the soil at the time of each application. If a subsequent pass across a field is necessary to achieve the
desired application rate, sufficient drying time will be allowed between passes.
5.0 PROJECT CONTROL
To ensure biosolids are continuously applied at the correct application rate and in a manner consistent with the
Operations Plan, a GFI Project/Field Manager will be in direct charge of the field operations, controlling the amount
of biosolids delivered to each field, and conducting daily field inspections. Field inspections will include ensuring that
flags are in place, biosolids are applied uniformly at the designated application rate, setbacks are observed, trucks are
unloading at best location, trucks are not driving over biosolids, trucks are cleaned before leaving the field and the
land application equipment is maintained in working condition.
6.0 TRANSPORTATION SYSTEM ROUTING
Per the specifications, GFI transportation vehicles will be equipped with GPS devices that will guide drivers to the
land application sites. Transportation routes will follow primary highways and avoid residential areas where possible.
Designated routes are followed unless a detour is specified. In the event of a detour route, it shall be taken as specified
by the detour authority. There shall be no unscheduled stops when loaded. Transportation vehicles will be inspected,
licensed and appropriately marked as required with identification numbers for the purpose of this contract. All units
will be equipped with spill guards and full mud flaps. This will prevent the biosolids from adhering to the tires and
undercarriage of the transport vehicle, thereby preventing biosolids from being tracked onto roadways. Biosolids
adhering to the mud flap will be scraped off in the field before the truck returns to the roadway. All federal OSHA
Revised 11/24 OGranville Farms, Inc. Operation and Maintenance Plan

and DOT laws and regulations are complied with for the protection of our clients, the community and our drivers.
Examples of vehicle and driver transportation logs and inspection forms can be provided upon request.
7.0 DEWATERED BIOSOLIDS
Dewatered biosolids will be transported in standard end dump trailers. The dump trailers will be loaded per the
generator's specifications and standard protocols. The dump trailers used for transportation of dewatered cake
biosolids will be equipped with sealed tailgates and will be completely sealed to prevent leakage. All trucks will be fully
covered and will be fitted with positive lock tailgates.
8.0 LIQUID BIOSOLIDS
Liquid biosolids will be transported using liquid tankers that will be pulled by standard road tractors. The tankers
will be loaded per the generator's specifications and standard protocols. The tractor/tanker unit will transport its
load to a designated staging area inside the buffered area of a permitted land application site.
9.0 APPLICATION (SPREADING) — DEWATERED BIOSOLIDS
At the staging area each load will be unloaded in a designated area within the land application site. Biosolids will be
loaded into our Side Slinger cake box by a GFI employee using a front-end loader. This unit is capable of delivering
an accurate, calibrated application of dewatered biosolids over the application site. The uniform spread pattern ensures
that biosolids are applied at proper agronomic (nutrient) and hydraulic loading rates. The application rates for each
site, and its corresponding crop, will be determined based on the Plant Available Nitrogen (PAN) content of the
biosolids, or other limiting factors. Typical applications will deliver between 75 and 100 percent of a crop's annual
PAN requirement.
10.0 APPLICATION (SPREADING) — LIQUID BIOSOLIDS
At the staging area each load will be transferred into a 4,000-gallon capacity pull behind or TerraGator for subsequent
land application. This unit is capable of delivering an accurate, calibrated application of liquid biosolids over the
application site. The uniform spread pattern ensures that biosolids are applied at proper agronomic (nutrient) and
hydraulic loading rates. The application rates for each site, and its corresponding crop, will be determined based on
the Plant Available Nitrogen (PAN) content of the biosolids, or other limiting factors. Typical applications will deliver
between 75 and 100 percent of a crop's annual PAN requirement.
11.0 SPILL AND EMERGENCY RESPONSE PROGRAM
In the unlikely event of a spill, GFI will take the following actions immediately.
• Halt Source of Spill. Use of any leaking or damaged unit which is causing the spill will cease immediately. The
unit will be repaired before resuming its use.
• Contain Spill. In the event large quantities of biosolids have been spilled, straw bales will be used where
available and as necessary to either form a barrier or absorb biosolids.
• Clean -Up. Depending on the type and amount of biosolids spilled, a variety of equipment may be used to
remove the biosolids: front-end loader, shovels and brooms and vacuum equipment of a liquid biosolids
applicator. Any biosolids removed from the spill site will be spread on an approved application site, returned
to the WWTP, or disposed of in an approved landfill.
• Final Clean -Up. Flush roadways with water or sweep as necessary to clean. Allow to dry and incorporate if
spill occurs on non -paved and tillable area. In the event a spill occurs on private property, final clean-up
should be completed immediately to the satisfaction of the owner.
Revised 11/24 OGranville Farms, Inc. Operation and Maintenance Plan

• Management of Clean -Up Efforts. The Operations Manager will take immediate charge and initiate clean-up
activities. GFI labor will be used, with additional labor secured as needed. The Operations Manager will also
communicate with the public on the scene, answering questions and advising of clean-up activities.
• Reporting. All spills will be reported immediately to GFI offices and the client. State and local agencies will
be notified in accordance with their notification requirements. Within 24 hours of the spill, the Operations
Manager will send GFI office a written report detailing how the spill occurred and remedial action taken. This
report will be provided using the enclosed Spill Report form.
• Spill Prevention. The Operations Manager will implement the following spill prevention measures:
o Ensure truck drivers watch trailer while loading and do not overload;
o Ensure trailer hatches are closed and latched while transporting;
o Ensure trailer seals are inspected on a daily basis and replaced as necessary; and
o Ensure unloading operations in the field are conducted to minimize any potential runoff or tracking.
All employees receive safety and spill response training as part to their new hire training and thereafter participate in
our monthly safety and spill response training program. In addition to our internal training and protocols, we also
contract with a regional emergency response firm - HEPACO - available to respond to an incident in the Central and
Eastern North Carolina area within two hours. A copy of our agreement with HEPACO can be provided upon
request.
Names and Titles of Inspection Personnel
Andy Smith, Area Supervisor
Jason Smith, Area Supervisor
JT Bryant, Regional Supervisor
Jay Bryant, Project Supervisor
Matt Foster Project Supervisor
BJ Bryant, Field operators
Jeff Bumpass, Field operators
Tammy Walston, Field operators
12.0 PREVENTION
The goal of a compliance assurance system is to prevent compliance issues from occurring. Prevention involves:
• Ensuring personnel understand their role in assuring compliance;
• Identifying compliance requirements at the federal, state and local levels;
• Implementing a system where compliance tasks are scheduled, assigned and tracked to completion;
• Developing standard operating procedures where appropriate; and
• Reviewing the compliance task list and standard operating procedures on an ongoing basis and modifying
them as appropriate to account for changes in regulations/requirements and operating methods, and to
address compliance deficiencies.
GFI ensures employees understand their role in assuring compliance through new employee orientation programs
and on the job training.
Revised 11/24 OGranville Farms, Inc. Operation and Maintenance Plan

13.0 STANDARD OPERATING PROCEDURES (SOP's)
GFI develops and implements SOPS to ensure compliance tasks are completed consistently across the company.
The SOP provides standard forms to use, approved biosolids analytical methods, frequency of monitoring
information, etc. Another key SOP relative to preventing compliance issues from occurring is the use of a "Pre -
Operating and Buffer Checklist".
The Pre -Operating and Buffer Checklist ensures federal, state and local regulations and permit requirements are met
prior to initiating biosolids applications at field sites. Compliance items on the Checklist include:
• The field is permitted and suitable for the biosolids/residuals type being applied;
• Pre -application requirements are met;
• Farmer and landowner agreements are current and the crop to be grown has been verified;
• The field is flagged to prevent applications in buffer zones and restricted areas;
• The appropriate application rate and field capacity is calculated; and
• Any special permit or local requirements are met.
• A listing of the buffer zones and restricted areas where biosolids/residuals cannot be applied
• A listing of operating requirements including notification requirements,
• application method requirements, and inclement weather operating requirements
14.0 ASSESMENT
To help ensure compliance requirements are being met and the compliance assurance system is implemented and
working, periodic, consistent, objective and documented assessments of a project/facility's compliance status are
conducted. GFI personnel have clearly -defined compliance assessment responsibilities and time to conduct such
assessments. GFI conducts informal site inspections and formal audits on an ongoing basis.
15.0 CORRECTIVE ACTION
Once compliance issues have been identified during the course of day to day business and through internal audits and
inspections a system must be in place which ensures that appropriate and timely corrective action is taken, the cause
of the compliance issue is identified and actions are taken to prevent recurrence of the issue.
GFI's goal is to have no instances of non-compliance. However, issues and incidents may occur and when this
happens employees work to correct the incident in a timely and thorough manner. When compliance issues are
identified, the situation is examined to determine the root cause of the problem and the corrective and preventive
action that must be taken. The preventive action must address the root cause with the goal of preventing a recurrence.
Depending on the nature of the compliance issue, it is assigned to one or more responsible parties to ensure that the
corrective and preventive actions are implemented. A deadline for completion of the task is assigned and the issue is
tracked to completion by regional and corporate compliance personnel.
Revised 11/24 OGranville Farms, Inc. Operation and Maintenance Plan

16.0 TRAINING
An effective compliance training program involves:
• Identifying training needs and requirements;
• Assigning personnel to provide training and providing them the resources they need to conduct training;
• Documenting and tracking that mandatory t raining has occurred; and
• An employee's training needs and requirements, as well as their training responsibilities, are based on
his/her position within the company.
Revised 11/24 OGranville Farms, Inc. Operation and Maintenance Plan

Spill Response/Clean Up
THE FOLLOWING ACTIONS MUST BE TAKEN IN THE EVENT OF A SPILL
Halt the source of the spill: Ruptured line or valve, or damaged tank unit.
Contain spill: Use straw bales to form a barrier. Straw or hay bales can be obtained
from several sources for this purpose. Soil near the site can also be used to form a
barrier for containment.
Clean up: Use application equipment to recover as much of the material as possible.
After the application equipment has recovered as much material as possible, it will
be land applied as per the management plan. A temporary sump pit may be dug in
the containment area and spilled material washed into it to enhance recovery.
Final Clean up: Any unrecoverable material will be washed from road surfaces and
incorporated into an adjacent tillable area.
Notification: As soon as possible after a spill occurs notify:
Jason Smith, GFI -Vice President
[phone]
Department of Environmental Quality
Division of Water Resources
Raleigh Regional Office
[phone]
Fire Department if assistance is required for wash down "911"
Highway Patrol if accident is on a public road "911"
Management of cleanup efforts: The field superintendent will take immediate
charge of the cleanup activities. Additional labor will be requested from the
groundwater recovery site and other departments as needed.
Reporting: Within 24 hours of a spill, the field superintendent will present a written
report detailing the cause of the spill and all actions taken in response to the spill.
The report will be sent to the NCDEQ Regional office having jurisdiction at the
location in which the release occurred.

GRANVILLE FARMS O&M PLAN
PROCESS FLOW DIAGRAM

GRANVILLE FARMS CLASS B SOURCES (WWTP)
Amherst Subdivision
Lake Ridge
Arbor Hills MHP
Lake Royale
Avocet
Little Creek WWTP
Ashley Hills
Mallard Crossing
Barclay Downs
Mallinckrodt
Beachwood
Nature's Trail
Birchwood MHP
Neuse Colony
Briar Chapel Development
Neuse River Village
Briarwood Farms
Neuse River WWTP
Carolina Meadows
Norman H. Larkins WPCF
Chapel Ridge
Oxford WWTP
Cole Park Plaza
Pope Industrial Park
Colvard Farms
River Mill
Consolidated Diesel
Roanoke Rapids Sanitary District
Cottonwood/Baywood
Rock Bridge
Crooked Creek
SGWASA WWTP
Cross Creek
Shearon Harris NPP
Deerchase
Tar River Regional WWTP
Enfield WWTP
The Legacy at Jordan Lake
Fearrington Village
The Preserve at Jordan Lake
Franklin County WWTP
Town of Bunn
Governor's Club
Town of Louisburg
Hasentree Golf Community
Town of Pittsboro
Hawthorne Subdivision
Town of Spring Hope
Henderson WRF
Town of Warrenton
Hominy Creek WWTP
Tradewinds
Johnston Co. WWTP
Westfall
Kenly Regional WWTP
Whippoorwill Valley
King's Grant Subdivision
Wildwood Green
Kittrell Job Corp.
Willowbrook
Knightdale MHP
Woodlake Country Club

Influent Box
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GRANVILLE FARMS CLASS B WWTP RESIDUAL BIOSOLIDS FLOW SCHEMATIC
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GRANVILLE FARMS CLASS B SOURCES (WTP)
Enfield WTP
Kerr Lake Regional WTP
SGWASA WTP
Sunset WTP
Tar River WTP

GRANVILLE FARMS CLASS B WTP RESIDUAL BIOSOLIDS FLOW SCHEMATIC
Raw Water
r:1
Clear Well
Chemical Mixer
Filter
Flocculators
Solids
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Disinfection
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Land Applied

GRANVILLE FARMS O&M PLAN
MAXIMUM PRODUCTION
QUANTIFICATION & JUSTIFICATION

AVERAGE
# of
Gallons
Dry Tons
WWTP
Years Counted
67,967
7.86 Amherst Subdivision WWTP
3
16,300
1.39 Arbor Hill MHP WWTP
3
370,233
17.74 Ashley Hills WWTP
3
134,833
11.34 Avocet WWTP
3
52,333
1.06 Barclay Downs WWTP
3
66,483
3.89 Beachwood WWTP
3
42,600
3.62 Birchwood MHP WWTP
3
559,000
25.08 Briar Chapel WWTP
2
75,117
7.06 Briarwood Farms WWTP
3
-
0.00 Bunn WWTP
1
68,000
7.20 Chapel Ridge WWTP
3
692,550
42.73 Chatham WRF
3
104,467
12.87 Cole Park Plaza Shopping Center WWTP
3
74,300
3.92 Colvard Farms
3
126,100
5.99 Consolidated Diesel
3
90,150
6.66 Cottonwood/Baywood WWTP
3
233,567
8.63 Crooked Creek WWTP
3
73,150
4.08 Cross Creek Mobile Estates
3
23,667
1.86 Deer Chase WWTP
3
116,667
12.49 Enfield WTP
3
165,667
27.24 Enfield WWTP
3
212,333
16.48 Fearrington Village WWTP
3
2,688,000
230.68 Franklin County WWTP
3
289,567
17.73 Governor's Club WWTP
3

133,050
9.08 Hasentree Golf Community 3
328,600
26.83 Hawthorne Subdivision WWTP 3
2,730,667
371.46 Henderson WRF 3
707,000
77.63 Kenly Regional WWTP 3
2,221,333
99.54 Kerr Lake Regional WTP 3
35,000
2.06 Kings Grant Subdivision WWTP 3
27,000
1.03 Kittrell Job Corps Center 2
50,000
2.95 Knightdale Estates MHP WWTP 3
24,817
1.04 Lake Ridge Aero Park WWTP 3
5,000
0.58 Lake Royale WWTP 2
105,767
6.69 Legacy at Jordan Lake WWTP 3
1,815,627
240.00 Little Creek RRF 1
2,688,000
215.39 Louisburg WRF 3
173,417
19.89 Mallard Crossing WWTP 3
6,140,661
509.25 Mallinckrodt WWTP 3
120,317
6.07 Nature Trails MHP WWTP 3
2,031,000
134.32 Neuse Colony WWTP 3
67,967
5.05 Neuse River Village WWTP 3
1,661,546
224.45 Neuse River RRF 3
6,469,884
727.91 Norman H. Larkins WPCF 3
3,279,800
348.83 Oxford WWTP 3
752,267
134.85 Pittsboro WWTP 3
15,000
0.29 Pope Industrial Park WWTP 3
154,817
8.16 The Preserve at Jordan Lake WWTP 3
2,831,450
598.96 Roanoke River WWTP 3

114,117
10.31 Rockbridge WWTP
854,280
167.67 SGWASA WTP
2,254,326
349.67 SGWASA WWTP
89,500
1.27 Shearon Harris NPP
86,317
6.37 Spring Hope WWTP
788,667
109.72 Sunset Avenue WTP
14,313,000
1377.48 Tar River Regional WWTP
8,159,667
800.00 Tar River WTP
41,333
2.79 Tradewinds WWTP
976,667
202.30 Warrenton WWTP
128,717
5.42 Westfall WWTP
14,725
1.72 Whippoorwill Valley WWTP
92,967
8.09 Wildwood Green WWTP
52,833
2.88 Willowbrook WWTP
10,883
3610.08 Wilson WWTP
145,667
10.36 Woodlake Country Club WWTP
69, 036, 698
10916.04
3
3
3
2
3
3
3
3
3
3
3
2
3
3
3
3

GRANVILLE FARMS O&M PLAN
SOURCE VICINITY MAPS

TABLE OF CONTENTS
SOURCE
FIGURE
SOURCE
FIGURE
Amherst Subdivision
1
Lake Royale
29
Arbor Hills MHP
38
Little Creek WWTP
19
Avocet
25
Mallard Crossing
20
Ashley Hills
40
Mallinckrodt
8
Barclay Downs
2
Nature's Trail
4/44
Beachwood
2
Neuse Colony
21
Birchwood MHP
38
Neuse River Village
2
Briar Chapel Development
5
Neuse River WWTP
16
Briarwood Farms
3
Norman H. Larkins WPCF
45
Chatham WRF
4/44
Oxford WWTP
42
Chapel Ridge
39
Pope Industrial Park
22
Cole Park Plaza
5
River Mill
23
Colvard Farms
6
Roanoke Rapids
43
Consolidated Diesel
7
Rock Bridge
16
Cottonwood/Baywood
40
SGWASA WTP
24
Crooked Creek
1
SGWASA WWTP
24
Cross Creek
2
Shearon Harris NPP
25
Deerchase
8
Sunset WTP
26
Enfield WTP
9
Tar River Regional WWTP
27
Enfield WWTP
9
Tar River WTP
28
Fearrington Village
5
The Legacy at Jordan Lake
36
Franklin County WWTP
10
The Preserve at Jordan Lake
36
Governor's Club
4
Town of Bunn
29
Hasentree Golf Comm.
37
Town of Louisburg
30
Hawthorne Subdivision
11
Town of Pittsboro
39
Henderson WRF
12
Town of Spring Hope
31
Hominy Creek WWTP
41
Town of Warrenton
32
Johnston Co. WWTP
13
Tradewinds
8/20
Kenly Regional WWTP
14
Westfall
44
Kerr Lake WTP
15
Whippoorwill Valley
33
King's Grant Subdivision
16
Wildwood Green
11
Kittrell Job Corp.
17
Willowbrook
34
Knightdale MHP
2
Woodlake Country Club
35
Lake Ridge
18

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SR-3952 Fuquay-Varina
s
3�56�• s� 4393 Fuquay-Varina
SR-403g� �
x
SR-3959 7 �
SR-2752
sr
ti
v ti Fuquay-Varina
Legend SR-3730 55
s o
Source Location Terrible Creek � J Fuquay-Varina
�� SR,37 56
— Road
Stream sR 15
s�
F LJCounty Boundary SR_4g13 l�
Municipal Boundary N 0.5 0.25 0 0.5
39
Miles
10
Scale: 1 inch = 0.5 miles LOCATION MAP
P T �- T Figure
Drawn by: CSC SOIL 1L J f lJ s GFI Land Application Permit (WQ000838)
Reviewed by: CSC Fuquay-Varina, North Carolina 1
Date: Sept'16 Soil Plus Project # 200705.G10

WAKE
Raleigh
Carolina Lak
Legend
�r
Source Location 1 x
— Road
Stream /Xcl
,L_JCounty Boundary /kSIR(-678
L Municipal Boundary
I >�
Scale: 1 inch = 0.5 miles
Drawn by: CSC
Reviewed by: CSC
Date: Sept'16
Neuse River
Knigh
MHP Cross Creek
\ D
US-64,264
% 0.5 0.25 0 0.5
Miles
LOCATION MAP
SO►1L Pt US Figure
GFI Land Application Permit (WQ000838)
4941IMPROW0 Raleigh, North Carolina 2
Soil Plus Project # 200705.G10

Apex
Legend
L� GSource Location
— Road
Stream
T L_JCounty Boundary
Municipal Boundary
Scale: 1 inch = 0.5 miles
Drawn by: CSC
Reviewed by: CSC
Date: Sept'16
Cary
M
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0
ch
SR-' 017
0
N Briarwood
SR-5845 SR-4797
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9
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s SR-3937
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o
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s
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o �
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0
0.5 0.25 0 0.5
Miles
LOCATION MAP
Figure
SOIL PLUS GFI Land Application Permit (WQ000838)
Cary, North Carolina 3
Soil Plus Project # 200705.G10
d
SR,5429 0.
WAKE SR-5098

N
W E
S
SR-zuui
ti$
ORANGE
s�
Source Location
• Stream
L_
'JCount Y Boundary
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Surface Water
Scale: 1 inch = 0.5 miles
Drawn by: CSC
Reviewed by: CSC
Date: Sept'16
Trail
I
i DURHAM
Chatham WRF
s�
,V.J V.LJ V V.J
Miles
LOCATION MAP
Figure
SOIL PLUS
GFI Land Application Permit (WQ0000838)
491110PP1111m, Durham, North Carolina 4
Soil Plus Project # 200705.G10

v'
N
w E
1
1575
L
1532
Briar Chapel Development
G
ti`�� 1s28
Legend
GNC Sources
— Stream
— Road
NHDWaterbody
❑ <all other values>
FType
❑ Estuary
❑ Ice Mass
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❑ Playa
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F—ISwampMarsh
i J!CountyBoundary
❑ MunicipalBoundaries_polys
--4l
Scale: 1 inch = 0.5 miles
Drawn by: CSC
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Date: April'17
i
1602 ^�0�
ti
0
1530
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1606
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16541
16�'a
1721
0
b 1719 �—
Dogwood Veterinary Hospital
1717
Fearrington Village
17Q-
1803
0.5 0.2 5 0 0.5
Miles
LOCATION MAP
Figure
SOIL PLUS
GFI Land Application Permit (WQ000838)
Chapel Hill, North Carolina 5
Soil Plus Project # 200705.G10

J ' r
\ N
�W E
D
s err
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N
Legend
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t Municipal Boundary
Mc
Surface Water
�rgan Creeki(inc1.dm2 th'e 1
Scale: 1 inch = 0.5 miles
Drawn by: CSC
Reviewed by: CSC
Date: Sept'16
DURHAM
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/1)
THAM
1103
Durham
Ski
K C
Cary Gn
G`1
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Vf
New Hope River Arm of B. Everett � Jo 0.5 0.25 0 0.5
I \
Miles y
Arm of New Hope River Arm of B. Everr ttt Jordan Lake 1 `�
LOCATION MAP
S O►ItT, I�' L US Figure
GFI Land Application Permit (WQ000838)
Aqwwpll� Durham, North Carolina 6
Soil Plus Project # 200705.G10

Scale: 1 inch = 0.5 miles LOCATION MAP Figure
Drawn by: CSC SOIL PL U s GFI Land Application Permit (WQ000838)
Reviewed by: CSC Whitakers, North Carolina 7
Date: Sept'16 Soil Plus Project # 200705.G10

N
W E
s
J
~
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0
0 W l e Forest smi
00 :l
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Legend
0 NC Sources
Stream
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NHDWaterbody
[ <all other values>
FType
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i J!CountyBoundary
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Scale: 1 inch = 0.5 miles
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Date: April ' 17
a
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LOCATION MAP
Figure
SOIL PLUS
GFI Land Application Permit (WQ000838)
Raleigh, North Carolina 8
Soil Plus Project # 200705.G10

\W
Source Location
— Road
Stream
i_JCount Y Boundary
Municipal Boundary
Surface Water
Scale: 1 inch = 0.5 miles
Drawn by: CSC
Reviewed by: CSC
Date: Sept'16
0.5 0.25 0 0.5
Miles
LOCATION MAP
Z!)� ,. S Figure
lUL (� GFI Land Application Permit (WQ000838)
49411op"11 Enfield, North Carolina 9
Soil Plus Project # 200705.G10

Scale: I inch = 0.5 miles
Drawn by: CSC
Reviewed by: CSC
Date: Sept'16
SOIL PLUS
LOCATION MAP Figure
GFI Land Application Permit (WQ000838)
Franklinton, North Carolina 10
Soil Plus Project # 200705.G10

I s s
�N SR-4281 �� 77 SR-4633 �� z�� S _ SR-4230
�
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3244 SR-3450 mN
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Legend
Source Location
Raleigh
— Road
x �� P
—Stream � � sR_330; �
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Surface Water sleigh p ,� 0.5 0.25 0 0.5
J s4 Miles
Scale: 1 inch = 0.5 miles TT LOCATION MAP Figure
Drawn by: CSC So 1L. PT T T 1. LJ s GFI Land Application Permit (WQ000838)
Reviewed by: CSC Raleigh, North Carolina 11
Date: Sept'16 Soil Plus Project # 200705.G10

Scale: I inch = 0.5 miles
Drawn by: CSC
Reviewed by: CSC
Date: Sept'16
LOCATION MAP
Figure
SOIL PLUS
GFI Land Application Permit (WQ000838)
Henderson, North Carolina 12
Soil Plus Project # 200705.G10

GSource Location
Stream
Count, Y Boundary
L Municipal Boundary
Surface Water
Scale: 1 inch = 0.5 miles
C��
Drawn by: CSC SOIL PLUS
Reviewed by: CSC
Date: Sept'16
^
f_ V 0.5 0.25 0 0.5
1V111es//
LOCATION MAP Figure
GFI Land Application Permit (WQ000838)
Smithfield, North Carolina 13
Soil Plus Project # 200705.G10

N 21�a
S�
e SR-2147
S
N sv.
o U
0
7
w -
7'-�SR-2146
N
a
SR-2142
Kenly
g�
4
Legend
ti
S,R�
Source Location
— Road
— Stream77
L_JCounty Boundary
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Surface Water
I I
Scale: I inch = 0.5 miles
Drawn by: CSC
Reviewed by: CSC
Date: Sept'16
SR-2143
Kenly Regional WWTP/
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Kenly
W
N
SR-2343
o1Z
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I
SR-2341
O�
SR_2414 Gr
0.5 0.25 0 0.5 _
Miles
Q
LOCATION MAP
Figure
SOIL PLUS GFI Land Application Permit (WQ000838)
Kenly, North Carolina 14
Soil Plus Project # 200705.G10

N v Y
W E
S rN
U
I
Swamp
sg 13�3
SRR-1,446
Nutbush Creek Arrr
Ste.
SR-1418
SR13�8
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1 _
Legend
Source Location
— Road
sx- Stream
i_JCount Y Boundary
L Municipal Boundary
Surface Water
Scale: 1 inch = 0.5 miles
Drawn by: CSC
Reviewed by: CSC
Date: Sept'16
� SR-1366
ti
v
ti
(below n.
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•
pool elevation
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VANCE
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5
Mill Creek
burg
RMP-2130 �
0.5 0.25 0 0.5
Miles
LOCATION MAP
Figure
SOIL PLUS
GFI Land Application Permit (WQ000838)
Middleburg, North Carolina 15
Soil Plus Project # 200705.G10

�\ Afn N---
US 64,264
W E
S
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u�
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Legend
Source Location
— Road
Stream
/i_JCount Y Boundary
L Municipal Boundary
Surface Water
Scale: 1 inch = 0.5 miles
Drawn by: CSC
Reviewed by: CSC
Date: Sept'16
1
SR-4114
Rock Bridge
SR-2'
WAKE
SR-2507
��t Miles
(�� j r T LOCATION MAP Figure
SO& 1! — lIJ s GFI Land Application Permit (WQ000838)
4941appowp Clayton, North Carolina 16
Soil Plus Project # 200705.G10

c
N SR 1��2
W E
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SR-1107
9Q �5
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SR-1105 111
Kittrell SR-1551
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a \Legend J
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\ � ( Miles
Scale: I inch = 0.5 miles PLUS LJ T LOCATION MAP Figure
Drawn by: CSC SOIL L• PL S GFI Land Application Permit (WQ000838)
Reviewed by: CSC Kittrell, North Carolina 17
Date: Sept'16 Soil Plus Project # 200705.G10

T
SR-1214
N
W E
S
SR%
163
C'
Legend
Source Location
— Road
1 — Stream
1a r_]County Boundary
Municipal Boundary
LSurface Water
urnam % \ /ljurham
Scale: I inch = 0.5 miles
Drawn by: CSC
Reviewed by: CSC
Date: Sept'16
Flat River (including the Flat Riv
WFU
S\ 3
VS%
SR-1893
SR-1893 /
0.5 0.25 0 0.5
Miles
db
LOCATION MAP Figure
SOIL PL Us GFI Land Application Permit (WQ000838)
Durham, North Carolina 18
Soil Plus Project # 200705.G10

N
bN`
W E
S
SR-2320
1
SR=6
� �:
s
WAKE
SR-25��
SR-2347
SR-5417
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i
' JOHNSTON
i
Legend
Source Location
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Stream
L_JCounty Boundary
L Municipal Boundary
Surface Water
/ I
Scale: 1 inch = 0.5 miles
Drawn by: CSC
Reviewed by: CSC
Date: Sept'16
FRANKLIN
ro
a
1 I \ / / US-264
J
Little Creek WW�f
l
US-264-AI-T \
n
w
/ NASH
i
I
SR-210o
i
i
SR-1723 SR,II
0.5 0.25 0 0.5
Miles
LOCATION MAP
Figure
SOIL PLUS GFI Land Application Permit (WQ000838)
Zebulon, North Carolina 19
Soil Plus Project # 200705.G10

�t ZJ4
SR-4914
E SR-4
� L � x
S� Raleigh W _ Tradewihr
lgh � SR-2`�ss
Legend
Source Location
— Road
Stream
i_JCount Y Boundary
Municipal Boundary
Surface Water
Scale: I inch = 0.5 miles
Drawn by: CSC
Reviewed by: CSC
Date: Sept'16
SR2982
sR-2223
� SR-4
SR-2296 �Od
g es illiu
i
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u
I(f Mallard
1
5�
SR-2972
Raleigh
ao
SR'�3 SR-4313
Knightdale
I7tSR 2224
N
N
x
Raleigh
SR-2217
N
N
N
1 0.5 0.25 0 0.5
Miles
[--i nnigntaaie
LOCATION MAP
Figure
SOIL PLUS
GFI Land Application Permit (WQ000838)
Raleigh, North Carolina 20
Soil Plus Project # 200705.G10

N
W E
�I S
Clayton
l
Clayton
Gs
Clayton
Jo
Clayton
SR-2641 �
N
Archer Lodge
Clayton
411 202� SR43
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sk2g26
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N S� 2
Source Locations o�
sR
Road layto
s�2� �� o
— i�
c
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CountBoundaryo Y o� SR-1913
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0o �� Miles
w,_�1 t�s-�o I '�
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Drawn by: CSC So 1L. PT T T 1. LJ s GFI Land Application Permit (WQ000838)
Reviewed by: CSC Clayton, North Carolina 21
Date: Sept'16 Soil Plus Project # 200705.G10

N
i
W E'
M
r
7
P4
SR-1
SR-1374
SR-1473
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SR-3881 SR 2852
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SR-2777 '
r�
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UCounty Boundary
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sR ■ Surface Water
l�
Scale: 1 inch = 0.5 miles
Drawn by: CSC
Reviewed by: CSC
Date: Sept'16
Garner
Raleigh
� N
C
N
C
NI I
<3
SR-2797 N
1
S� I SR-2798
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o
n� SR-2773
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ti
N sR
S$-282,5 2�g�
Garner
!717
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R-4864
�6 SR0.5 �0.5 0.25 0 0.5
5� Miles
SR-22
LOCATION MAP
Figure
SOIL PLUS GFI Land Application Permit (WQ000838)
49400pbww Garner, North Carolina 22
Soil Plus Project # 200705.G10

N
�67
s�
Wake Forest
s
NG
W E
�I
S
uj
N
Jennys Branch
Wake EouN�,
1
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Neuse River (Falls Lake below normal pool elevation
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Raleigh
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c�23
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� �" �12 SR-5107
Legend
Source Location
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Stream
i_JCount Y Boundary
` Municipal Boundary
Surface Water
�R
Scale: I inch = 0.5 miles
Drawn by: CSC
Reviewed by: CSC
Date: Sept'16
Forest
0.5 0.25 0 0.5
Miles
LOCATION MAP Figure
So IL PLUS GFI Land Application Permit (WQ000838)
Raleigh, North Carolina 23
Soil Plus Project # 200705.G10

N�
N
Q
v
W E
S
S�
Legend
Source Location
— Road
— Stream
L_JCounty Boundary
Municipal Boundary
Surface Water
Scale: I inch = 0.5 miles
Drawn by: CSC
Reviewed by: CSC
Date: Sept'16
0�
SR_�0 eds
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7
S�
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s
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I
ASA WTP
VA
/
0.5 0.25 0 0.5
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LOCATION MAP Figure
SOIL PL Us GFI Land Application Permit (WQ000838)
Butner, North Carolina 24
Soil Plus Project # 200705.G10

\ i y
W E �. U
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Shearon Ha ris .clear Power Plant Q�tai
r �a
120 115
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1�1$ Miles,
141,
Scale: 1 inch = 1 miles , SOURCE LOCATION MAP Figure
Drawn by: CSC SOIL PLUS GFI Land Application Permit (WQ000838)
Reviewed by: 4940appw,
Holly Springs, North Carolina 25
Date: Nov'17 + Soil Plus Project # 200705.D10

N
W E
R1\1P-172
SR-1770
�n
W
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Rocky Mount
vr.r o
M �
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-1 73
Legend
Source Location '
— Road
Stream
� i_JCount Y Boundary
L Municipal Boundary
Surface Water
Scale: 1 inch = 0.5 miles
Drawn by: CSC
Reviewed by: CSC
Date: Sept'16
-,'lip-133
C
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SR-1542 SR �Ss ,
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0.5 0.25 0 0.5
Miles
U
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LOCATION MAP
SO& I�� us Figure
GFI Land Application Permit (WQ000838)
49411uppowo Rocky Mount, North Carolina 26
Soil Plus Project # 200705.G10
E

dream
r —IR
i_JCount Y Boundar Y
Municipal Boundary
Surface Water
N
Scale: 1 inch = 0.5 miles
Drawn by: CSC
Reviewed by: CSC
Date: Sept'16
Gay Branch
1
So& 1pttiJS
49048pbi
0.5 0.25 0 0.5
Miles
LOCATION MAP Figure
GFI Land Application Permit (WQ000838)
Rocky Mount, North Carolina 27
Soil Plus Project # 200705.G10

N
W E
S
4
0
N
1N-
�l 1
Legend
Source Location
i
— Road o
Stream
i_JCount Y Boundary
L Municipal Boundary
Surface Water
/ I
Scale: 1 inch = 0.5 miles
Drawn by: CSC
Reviewed by: CSC
Date: Sept'16
ca
r
SR-1709
S�1
Tar River WTP
sl3
Z-1749
NASH
s 0.5 0.25 0 0.5
� Miles
LOCATION MAP
Figure
SOIL PLUS GFI Land Application Permit (WQ000838)
Rocky Mount, North Carolina 28
Soil Plus Project # 200705.G10

N
—W E
S
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0 Source
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r Q`
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CO
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o
11
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6�16 �n
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1 0.5 0 M
1'
0 Municipal Boundary
0�
11747
17
Miles
Scale: 1 inch = 1 miles
, SOURCE LOCATION MAP
Figure
Drawn by: DM
SOIL PLUS
GFI Land Application Permit (WQ0000838)
Reviewed by:
499NEWPOW,
Bunn, North Carolina
29
Date: June'19
+ Soil Plus Project # 200705.G10

_N
N
a �
W E SR-1268
s
a
C- 'reek
TKLIN
122E
7
Legend
Source Location
— Road
_ — Stream
County Boundary
\ Municipal Boundary
Surface Water
Scale: I inch = 0.5 miles
Drawn by: CSC
Reviewed by: CSC
Date: Sept'16
SR' 12�2
SR-1256J
I�
sR-12,3
SR-1231
va,
SR-1645
Sly
z600 SR 1�
burg
a
tSR-1420
�1T 5(,:
0.5 0.25 0 0.5
SR-1604 Miles
LOCATION MAP Figure
SOIL PL Us GFI Land Application Permit (WQ000838)
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Soil Plus Project # 200705.G10

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Spring Hope, North Carolina 31
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Soil Plus Project # 200705.G10

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Date: November 2024 I Soil Plus Project # 200705.D10

ROY COOPER
Governor
ELIZABETH S. BISER
Secretary
RICHARD E. ROGERS, JR.
Director
JASON A. SMITH — VICE PRESIDENT
GRANVILLE FARMS, INC.
POST OFFICE BOX 1396
OXFORD, NORTH CAROLINA 27565
Dear Mr. Smith:
NORTH CAROLINA
Environmental Quality
June 27, 2023
Subject: Permit No. WQ0000838
GFI Class B Residuals
Program
Land Application of
Class B Residuals
Granville County
In accordance with your permit major modification and renewal request received on December 14,
2022, and subsequent additional information received on April 14, 2023, we are forwarding herewith Permit
No. WQ0000838 dated June 27, 2023, to Granville Farms, Inc. for the continued operation of the subject
residuals management program.
Modifications to the subject permit are as follows:
➢ The Division has added the Roanoke River WWTP (Permit No. NC0024201) as an approved
residual source to Attachment A, with an approved annual dry tonnage of 318 dry tons per year
(DT/yr).
➢ The Division has removed the following residual sources from Attachment A: Central Johnston
County WWTP and River Mill WWTP.
➢ The Division has modified the approved annual dry tonnage and updated the associated
monitoring frequencies for metals/nutrients and pathogen/vector attraction reductions, if
necessary, in Attachment A for the following residual sources: Louisburg WRF from 319 to
318 DT/yr; Warrenton WWTP from 319 to 318 DT/yr; Cole Park Plaza Shopping Center
WWTP from 10 to 25 DT/yr; Ashley Hills WWTP from 30 to 50 DT/yr; Avocet WWTP from
10 to 20 DT/yr; Chatham WRF from 75 to 100 DT/yr; SGWASA WTP from 319 to 318 DT/yr;
Mallard Crossing WWTP from 15 to 30 DT/yr; Wildwood Green WWTP from 15 to 30 DT/yr;
Neuse Colony WWTP from 150 to 250 DT/yr; Kenly Regional WWTP from 319 to 318 DT/yr;
CottonwoodBaywood WWTP from 10 to 15 DT/yr; Franklin County WWTP from 319 to 318
DT/yr; Tar River WTP from 319 to 318 DT/yr; Sunset Avenue WTP from 319 to 318 DT/yr;
Kenly Lake Regional WTP from 200 to 318 DT/yr; and Briar Chapel Development from 30 to
100 DT/yr.
EQ � North Carolina Department of Environmental Quality I Division of Water Resources
512 North Salisbury Street 11617 Mail Service Center I Raleigh, North Carolina 27699-1617
NORTH GAROLINI
oeweM orimme�i a�ainv 919.707.9000

Mr. Jason A. Smith
June 27, 2023
Page 2 of 3
➢ The Division has updated the monitoring frequency for non -hazardous characteristics in
Attachment A to "Once Per Permit Cycle" for the following residual sources: Mallinckrodt
WWTP, Neuse River RRF, Tar River Regional WWTP, Bunn WWTP, Little Creek RRF, and
Chapel Ridge WWTP.
➢ The Division has removed 73 fields totaling 785.02 acres from Attachment B of which: 11 are
in Franklin County totaling 80.97 acres (i.e., Fields JM-01 through JM-09, Field MP-01, and
Field MP-14); 3 are in Granville County totaling 33.89 acres (i.e., Fields 375-01 through 375-
03); 18 are in Johnston County totaling 226.69 acres (i.e., Fields 7823-01 through 7823-03,
Fields 7823-05 through 7823-07, Field 7823-06A, Field 7823-08A, Field 7823-08B, Field BC-
06, and Fields JL-01 through JL-08); 19 are in Nash County totaling 196.36 acres (i.e., Field
HM-01, Field HM-02, Field JC-05, Field LF-D, Fields LS-01 through LS-09, and Fields LS-
11 through LS-16); 14 are in Vance County totaling 108.90 acres (i.e., Fields CM-01 through
CM-14); Field BC-05 in Wake County totaling 11.43 acres; and 7 are in Warren County
totaling 126.78 acres (i.e., Field 1677-01, Field 1677-02, and Fields RE-01 through RE-05).
This permit shall be effective from the date of issuance through January 31, 2030, shall replace
Permit No. WQ0000838 issued on October 11, 2016, and shall be subject to the conditions and limitations
as specified therein. The Permittee shall submit a renewal application no later than August 4, 2029.
Please pay particular attention to the monitoring requirements listed in Attachment A for they may
differ from the previous permit issuance. Failure to establish an adequate system for collecting and
maintaining the required operational information shall result in future compliance problems.
Please note that on September 1, 2018, North Carolina Administrative Code Title 15A Subchapter
02T — Waste not Discharged to Surface Waters was readopted. Accordingly, this permit incorporates the
requirements of these rules, therefore, please take the time to review this permit thoroughly.
The Division has removed the following permit conditions since the last permit issuance dated
October 11, 2016:
➢ Old Condition IIL10. — The Division has removed this condition as part of the September 1,
2018, readoption of the 02T rules.
➢ Old Condition 111.1 l.h. — The Division has removed this condition as part of the September 1,
2018, readoption of the 02T rules.
➢ Old Condition IIL 13. — The Division has removed this condition at the request of the Permittee.
➢ Old Condition VL2. — This permit is not voidable.

Mr. Jason A. Smith
June 27, 2023
Page 3 of 3
2016:
The following permit conditions are new since the last permit issuance dated October 11,
➢ Condition II1.10.1. —Class B residuals shall not be land applied if the land application sites are
located within a WS-1 watershed or the Critical Area of a WS-II, WS-III, or WS-IV watershed.
See the permit for more information.
➢ Condition II1.1I.e. — Public access to land associated with a dedicated land application site
shall be restricted continuously while the land is permitted for active use and one calendar year
after the final land application of residuals.
➢ Attachment B — The Division has removed Footnote 55 from the version previously certified
on April 20, 2018, because a new Landowner Agreement (LOA) was received for Fields JC-
06 and JC-07.
If any parts, requirements, or limitations contained in this permit are unacceptable, the Permittee
has the right to request an adjudicatory hearing upon written request within 30 days following receipt of
this permit. This request shall be in the form of a written petition, conforming to Chapter 150B of the North
Carolina General Statutes, and filed with the Office of Administrative Hearings at 6714 Mail Service
Center, Raleigh, NC 27699-6714. Otherwise, this permit shall be final and binding.
If you need additional information concerning this permit, please contact Zachary Mega at (919)
707-3658 or zacharv.meaa(c,dea.nc.aov.
Sincerely,
DocuSigned by:
Na l� a�,t tc,l tuvv ewo
D1043082080C483...
Richard E. Rogers, Jr., Director
Division of Water Resources
cc: Durham County Health Department (Electronic Copy)
Chatham County Health Department (Electronic Copy)
Edgecombe County Health Department (Electronic Copy)
Franklin County Health Department (Electronic Copy)
Granville County Health Department (Electronic Copy)
Halifax County Health Department (Electronic Copy)
Johnston County Health Department (Electronic Copy)
Moore County Health Department (Electronic Copy)
Nash County Health Department (Electronic Copy)
Orange County Health Department (Electronic Copy)
Wake County Health Department (Electronic Copy)
Warren County Health Department (Electronic Copy)
Wilson County Health Department (Electronic Copy)
Vance County Health Department (Electronic Copy)
Raleigh Regional Office, Water Quality Regional Operations Section (Electronic Copy)
Drew A. Matthews — Soil Plus, LLC (Electronic Copy)
Laserfiche File (Electronic Copy)
Digital Permit Archive (Electronic Copy)

THIS PAGE BLANK

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENTAL QUALITY
RALEIGH
LAND APPLICATION OF CLASS B RESIDUALS PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Granville Farms, Inc.
Granville County
FOR THE
continued operation of a residuals management program for Granville Farms, Inc. consisting of the land
application of Class B residuals generated by the approved facilities listed in Attachment A to the approved
fields listed in Attachment B, with no discharge of wastes to surface waters, pursuant to the application
received on December 14, 2022, subsequent additional information received on April 14, 2023, and in
conformity with other supporting data subsequently filed and approved by the Department of
Environmental Quality and considered a part of this permit. The disposal of residuals is regulated under
Title 40 Code of Federal Regulations Parts 257 and 503. This permit does not exempt the Permittee from
complying with Federal Regulation 40 CFR Parts 257 and 503.
This permit shall be effective from the date of issuance through January 31, 2030, shall replace Permit No.
WQ0000838 issued on October 11, 2016, and shall be subject to the following conditions and limitations:
I. SCHEDULES
1. The Permittee shall request renewal of this permit on Division -approved forms no later than August 4,
2029. [15A NCAC 02T .0105(b), 02T .0109]
II. PERFORMANCE STANDARDS
The Permittee shall maintain and operate the subject residuals management program so there is no
discharge to surface waters, nor any contravention of groundwater or surface water standards. In the
event the residuals management program fails to perform satisfactorily, including the creation of
prolonged nuisance conditions due to improper operation and maintenance, the Permittee shall
immediately cease land applying residuals, take immediate corrective actions, and contact the Raleigh
Regional Office supervisor. [15A NCAC 02T .0108(b)(1)(A)]
2. This permit shall not relieve the Permittee of their responsibility for damages to groundwater or surface
water resulting from the operation of this residuals management program. [15A NCAC 02T
.0108(b)(1)(A)]
3. Only residuals generated by the facilities listed in Attachment A are approved for land application in
accordance with this permit. [15A NCAC 02T .1101]
WQ0000838 Version 4.0 Shell Version 210928 Page 1 of 12

4. Only the fields listed in Attachment B are approved for residuals land application. [G.S. 143-
215.1(a)(9)]
5. Pollutant concentrations in residuals land applied to the sites listed in Attachment B shall not exceed
the following Ceiling Concentrations or Cumulative Pollutant Loading Rates (CPLRs), on a dry
weight basis:
Ceiling
Cumulative Pollutant Loading Rates
Parameter
Concentration
(mg/W
(kg/ha)
(lbs/ac)
Arsenic
75
41
36
Cadmium
85
39
34
Copper
4,300
1,500
1,338
Lead
840
300
267
Mercury
57
17
15
Molybdenum
75
N/A
N/A
Nickel
420
420
374
Selenium
100
100
89
Zinc
7,500
2,800
2,498
The Permittee shall
determine compliance with
the CPLRs using one of the
following methods:
a. By calculating
the existing cumulative level of pollutants using actual analytical data from all
historical land application events of residuals, or
b. For land where
residuals application has not
occurred or for which the
required data is incomplete,
by determining
background concentrations
through representative soil
sampling.
[ 15A NCAC 02T .1105(a),
02T .1105(b)]
6. Class B biological residuals shall meet the pathogen reduction requirements in 15A NCAC 02T .1106
(b). Exemptions to this requirement shall be specified in Attachment A. [15A NCAC 02T .1106(b),
02T .1106(d)]
7. Class B biological residuals shall meet one of the vector attraction reduction alternatives in 15A NCAC
02T .1107(a). Exemptions to this requirement shall be specified in Attachment A. [15A NCAC 02T
.1107(a), 02T .1107(c)]
WQ0000838 Version 4.0 Shell Version 210928 Page 2 of 12

8. The facilities and sites herein were permitted per the following setbacks:
a. Setbacks for Class B land application sites are as follows (all distances in feet):
I. Each habitable residence or place of assembly
under separate ownership:
ii. Each habitable residence or places of assembly
owned by the Permittee, the owner of the land,
or the lessee or operator of the land:
iii. Each property line:
iv. Public right of way:
v. Each private or public water supply source:
vi. Surface waters such as intermittent and
perennial streams, perennial waterbodies, and
wetlands:
vii. Surface water diversions such as ephemeral
streams, waterways, and ditches:
viii. Groundwater lowering ditches where the
bottom of the ditch intersects the SHWT:
ix. Subsurface groundwater lowering systems:
x. Each well with exception of monitoring wells:
xi. Bedrock outcrops:
xii. Top of slope of embankments or cuts of two
feet or more in vertical height:
xiii. Each building foundation or basement:
xiv. Each water line:
xv. Nitrification field:
Surface Irrigation Injection /
Application Surface
by Vehicle Application Incorporation
400
400
200
0
200
0
501
150'
50'
50
50
50
100
100
100
32.8
32.8
32.8
25
25
25
25
100
25
0
100
0
100
100
100
25
25
25
15
15
15
0
15
0
0
10
0
0
20
0
' Setbacks to property lines are not applicable when the Permittee, the entity from which the
Permittee is leasing, or the entity that executed the notarized landowner agreement, owns both
parcels separated by the property line.
[I 5A NCAC 02T .I 108(c)]
9. Class B land application areas shall be clearly marked on each site prior to and during any residual
application event. [ 15A NCAC 02T .I I I O(g)]
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10. Residuals and other sources of Plant Available Nitrogen (PAN) shall not be applied in exceedance of
agronomic rates. Appropriate agronomic rates shall be calculated using expected nitrogen requirements
based on the determined Realistic Yield Expectations (RYE) using any of the following methods:
a. Division's pre -approved site -specific historical data for specific crop or soil types by calculating
the mean of the best three yields of the last five consecutive crop harvests for each field.
b. North Carolina Historical Data for specific crop and soil types as provided by North Carolina State
University Department of Soil Science(httns://reallsticvlelds.ces.ncsu.edu/). A copy shall be kept
on file and reprinted every five years in accordance with Condition IV.6.
c. If the RYE cannot be determined using methods (a) or (b) above, the Permittee may use the RYE
and appropriate nutrient application rates reported in any of the following documents:
i. Crop management plan as outlined by the local Cooperative Extension Office, the North
Carolina Department of Agriculture and Consumer Services, the Natural Resource
Conservation Service, or another agronomist.
ii. Waste Utilization Plan as outlined by the Senate Bill 1217 Interagency Group -Guidance
Document: Chapter 1
(httD://www.ncaar.aov/SWC/tech/documents/9th Guidance Doc 100109.pdf).
In. Certified Nutrient Management Plan as outlined by the Natural Resources Conservation
Services (MRCS). These plans must meet the USDA-NRCS 590 Nutrient Management
Standards (httns://www.nres.usda.aov/resources/awdes-and-instructions/nutrient-
manaaement-ac-590-conservation-practice-standard).
d. If the RYE and appropriate nutrient application rates cannot be determined, the Permittee shall
contact the Division to determine necessary action.
[15A NCAC 02T .1109(a)(1)(K)]
11. When residuals are land applied to grazed pasture, hay crop realistic nitrogen rate shall be reduced by
25%. [15A NCAC 02T .0108(b)(1)(A)]
12. If residuals land application sites are to be over -seeded or double -cropped (e.g., bermuda grass in the
summer and rye grass in the winter with both crops to receive residuals), then the second crop can
receive an application of PAN at a rate not to exceed 50 pounds per acre per year (lbs/ac/yr). This
practice may be allowed as long as the second crop is to be harvested or grazed. If the second crop is
to be planted for erosion control only and is to be tilled into the soil, then no additional PAN shall be
applied. [15A NCAC 02T .0108(b)(1)(A)]
13. Prior to land application of residuals containing a sodium adsorption ratio (SAR) of 10 or higher, the
Permittee shall obtain and implement recommendations from at least one of the following: the local
Cooperative Extension Office; the Department of Agriculture and Consumer Services; the Natural
Resource Conservation Service; a North Carolina Licensed Soil Scientist; or an agronomist. The
recommendations shall address the sodium application rate, soil amendments (e.g., gypsum, etc.), or a
mechanism for maintaining site integrity and conditions conducive to crop growth. The Permittee shall
maintain written records of these recommendations and details of their implementation. [15A NCAC
02T .0108(b)(1)(A)]
14. Residuals land application fields permitted on or after December 30,1983, have a compliance boundary
that is either 250 feet from the residual land application area, or 50 feet within the property boundary,
whichever is closest to the residual land application area. Any exceedance of groundwater standards
at or beyond the compliance boundary shall require corrective action. Division -approved relocation of
the compliance boundary shall be noted in Attachment B. Multiple contiguous properties under
common ownership and permitted for use as a disposal system shall be treated as a single property
regarding the determination of a compliance boundary. [15A NCAC 02L .0106(d)(2), 02L .0107(b),
02T .0105(h), G.S. 143-215.1(1), G.S. 143-215.1(k)]
WQ0000838 Version 4.0 Shell Version 210928 Page 4 of 12

15. The review boundary is midway between the compliance boundary and the residual land application
area. Any exceedance of groundwater standards at or beyond the review boundary shall require
preventative action. [15A NCAC 02L .0106(d)(1), 02L .0108]
III. OPERATION AND MAINTENANCE REOUIREMENTS
1. The Permittee shall operate and maintain the residuals management program as anon -d 1 scharge system.
[ 15A NCAC 02T. I 100]
2. The Permittee shall notify the Raleigh Regional Office, telephone number [phone], and the
appropriate local government official (i.e., county manager, city manager, or health director) at least
two business days in advance of a site's initial residual land application event. [15A NCAC 02T
.0108(b)(1)(A)]
3. The Permittee shall notify the Raleigh Regional Office, telephone number [phone], at least one
business day in advance of conducting any land application activity not belonging or leased to the
Permittee. The notification shall include the anticipated application date, time, and field name as listed
in Attachment B. Exceptions to this requirement shall be approved by the Raleigh Regional Office.
[I5A NCAC 02T .0 1 08(b)(1)(A)]
4. The Permittee shall maintain a Division -approved Operation and Maintenance Plan that shall include:
a. Description of the program, and associated facilities and equipment, in sufficient detail to show
what operations are necessary for the program to function and by whom the functions are to be
conducted;
b. Description of anticipated maintenance of facilities and equipment associated with the program;
c. Include provisions for safety measures, including restriction of access to sites and equipment;
d. Spill control provisions:
I. Response to upsets and bypasses including control, containment, and remediation; and
ii. Contact information for plant personnel, emergency responders, and regulatory agencies;
e. Detailed inspection procedures:
I. Names or titles of personnel responsible for conducting inspections;
ii. Frequency and location of inspections, and procedures to assure that the selected locations and
inspection frequency are representative of the residuals management program; and
iii. Description of record keeping and actions to be taken by the inspector if noncompliance is
observed;
f. Detailed sampling and monitoring procedures:
I. Names or titles of personnel responsible for conducting sampling and monitoring;
ii. Description of monitoring procedures including parameters to be monitored; and
iii. Sampling frequency and procedures to assure that representative samples are collected.
Fluctuations in temperature, flow, and other operating conditions can affect the quality of the
residuals gathered during a particular sampling event. The sampling plan shall account for any
foreseen fluctuations in residual quality and indicate the most limiting times for residuals to
meet pathogen and vector attraction reduction requirements.
[ 15A NCAC 02T. I I I0(a)]
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5. Upon the Water Pollution Control System Operators Certification Commission's (WPCSOCC)
classification of the residuals management program, the Permittee shall designate and employ a
certified Operator in Responsible Charge (ORC), and one or more certified operators as Back-up ORCs.
The ORC or their Back-up shall visit the facilities in accordance with 15A NCAC 08G 0204 and shall
comply with all other requirements in 15A NCAC 08G 0204. [15A NCAC 02T .0117, 08G .0204]
6. The Permittee shall ensure that a copy of this permit and the Division -approved Operation and
Maintenance Plan is available when land applying residuals. [15A NCAC 02T .1110(b)]
7. The Permittee shall ensure that spill control provisions are available when transporting or land applying
residuals. [15A NCAC 02T .1110(a)(4)]
8. Class B residuals listed in the most recently approved Attachment A of this permit shall not be stored
or staged at any land application site, unless written approval has been requested and received from the
Division. Class B residuals approved for storage shall be stored or staged in a manner to prevent runoff
of leachate and other wastewater generated. [ 15A NCAC 02T .1110(c), 02T .1110(e)]
9. Adequate measures shall be taken to prevent wind erosion and runoff from the land application sites
listed in Attachment B. [15A NCAC 02T .0108(b)(1)(A)]
10. Class B residuals shall not be land applied under the following conditions:
a. If the residuals are likely to adversely affect a threatened or endangered species listed under section
4 of the Endangered Species Act or its designated critical habitat;
b. If the application causes nuisance conditions;
c. If the land fails to assimilate the bulk residuals or the application causes the contravention of surface
water or groundwater standards;
d. If the land is flooded, frozen, or snow-covered, or is otherwise in a condition such that runoff of
the residuals would occur;
e. Within the 100-year flood elevation, unless the residuals are injected or incorporated within 24
hours following a residuals land application event;
£ During precipitation events, or within 24 hours following a rainfall event of 0.5 inches or greater
in 24 hours;
g. If the slope of the land is greater than 10% when liquid residuals are surface applied, or if the slope
of the land is greater than 18% when liquid residuals are injected or incorporated;
h. If the land does not have an established vegetative cover crop unless the land is a Division -approved
no -till site, or the residuals are injected, or incorporated within 24 hours following the application
of residuals;
i. If the vertical separation of the seasonal high water table and the depth of residuals application is
less than one foot;
j. If the vertical separation of the depth to bedrock and the depth of residuals application is less than
one foot;
k. If the application exceeds agronomic rates; or
1. If the land application sites are located within a WS-I watershed pursuant to 15A NCAC 02B .0212
or within the Critical Area of a WS-II pursuant to Sub -Item (4)(g) of Rule 15A NCAC 02B .0212,
or within the Critical Area of a WS-III or WS-IV watershed pursuant to Sub -Item (4)(h) of Rules
15A NCAC 02B .0215, and .0216.
[15A NCAC 02T .I109(a)(1)]
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11. Class B land application sites shall have the following public access restrictions:
a. Public access to public contact sites shall be restricted for one calendar year after a residuals land
application event;
b. Public access to non-public contact sites shall be restricted for 30 days after a residuals land
application event;
c. Public access to land associated with a dedicated land application site shall be restricted
continuously while the land is permitted for active use and one calendar year after the final land
application of residuals.
[ 15A NCAC 02T .1109(a)(2)]
12. Class B land application sites shall have the following harvesting and grazing restrictions:
a. Animals shall not be allowed to graze on land for 30 calendar days after any land application of
residuals;
b. Food crops, feed crops, and fiber crops shall not be harvested for 30 calendar days after any land
application of residuals;
c. Food crops with harvested parts that touch the mixture of residuals and soil and are totally above
the land surface shall not be harvested for 14 months after any land application of residuals;
d. Food crops with harvested parts below the land surface shall not be harvested for 20 months after
any land application of residuals if the residuals remain on the land surface for four months or
longer prior to incorporation into the soil;
e. Food crops with harvested parts below the land surface shall not be harvested for 38 months after
any land application of residuals if the residuals remain on the land surface for less than four months
prior to incorporation into the soil; and
f Turf grown on land where residuals are applied shall not be harvested for one calendar year after
any land application of residuals.
[15A NCAC 02T .1109(a)(3)]
13. The Permittee shall acquire from each landowner or lessee/operator a statement detailing the volume
of other nutrient sources (i.e., manufactured fertilizers, manures, or other animal waste products) that
have been applied to the site, and a copy of the most recent Nutrient Management Plan (NMP) for those
operations where a NMP is required by the US Department of Agriculture — National Resources
Conservation Service (MRCS) or other State Agencies. The Permittee shall calculate allowable nutrient
loading rates based on the provided information and use appropriate reductions.
For this permit condition, a Crop Management Plan (CMP), Waste Utilization Plan (WUP), or Certified
Nutrient Management Plan (CNMP) shall also be considered a Nutrient Management Plan. [15A
NCAC 02T .0 1 08(b)(1)(A), 02T .1104(c)(3)]
14. Class B residuals shall not be land applied to the fields listed in Attachment B unless the Landowner
Agreement between the Permittee and the respective field owners or lessees/operators of the land
application site is valid. The Landowner Agreements shall expire concurrently with the permit
expiration date of January 31, 2030. [15A NCAC 02T .1104(c)(4)]
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IV. MONITORING AND REPORTING REOUIREMENTS
1. The Permittee shall conduct and report any Division required monitoring necessary to evaluate this
program's impact on groundwater and surface water. [15A NCAC 02T .0108(c)]
2. The residuals from each source -generating facility shall be analyzed to demonstrate they are non-
hazardous under the Resource Conservation and Recovery Act (RCRA). Residuals that test or are
classified as hazardous or toxic waste under 40 CFR Part 261 shall not be land applied. The analyses
(i.e., corrosivity, ignitability, reactivity, and toxicity characteristic leaching procedure (TCLP)) shall be
performed at the frequency specified in Attachment A, and the Permittee shall maintain these results
for five years. Any exemptions from the requirements in this condition shall be specified in Attachment
A. The TCLP analysis shall include the following parameters, and the Federal regulatory level (mg/L)
is in parentheses:
Arsenic (5.0) 1,4-Dichlorobenzene (7.5) Nitrobenzene (2.0)
Barium (100.0) 1,2-Dichloroethane (0.5) Pentachlorophenol (100.0)
Benzene (0.5) 1,1-Dichloroethylene (0.7) Pyridine (5.0)
Cadmium (1.0) 2,4-Dinitrotoluene (0.13) Selenium (1.0)
Carbon tetrachloride (0.5) Endrin (0.02) Silver (5.0)
Chlordane (0.03) Heptachlor (and its epoxide) Tetrachloroethylene (0.7)
(0.008)
Chlorobenzene (100.0) Hexachlorobenzene (0.13) Toxaphene (0.5)
Chloroform (6.0) Hexachlorobutadiene (0.5) Trichloroethylene (0.5)
Chromium (5.0) Hexachloroethane (3.0) 2,4,5-Trichlorophenol (400.0)
m-Cresol (200.0) Lead (5.0) 2,4,6-Trichlorophenol (2.0)
o-Cresol (200.0) Lindane (0.4) 2,4,5-TP (Silvex) (1.0)
p-Cresol (200.0) Mercury (0.2) Vinyl chloride (0.2)
Cresol (200.0) Methoxychlor (10.0)
2,4-D (10.0) Methyl ethyl ketone (200.0)
Once the residuals have been monitored for two years at the frequency specified in Attachment A, the
Permittee may submit a permit modification request to reduce the frequency of this monitoring
requirement. In no case shall the monitoring frequency be less than once per permit cycle.
[15A NCAC 13A .0102(b), 02T .1101, 02T .1105]
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3. The residuals from each source -generating facility shall be analyzed at the frequency specified in
Attachment A, and the Permittee shall maintain the results for a minimum of five years. Each analysis
shall include the following parameters:
Aluminum
Ammonia -Nitrogen
Arsenic
Cadmium
Mercury
Molybdenum
Nickel
Nitrate -Nitrite Nitrogen
Calcium Percent Total Solids
Copper pH
Lead Phosphorus
Magnesium Plant Available Nitrogen
(by calculation)
[15A NCAC 02T. I 101]
Potassium
Selenium
Sodium
Sodium Adsorption Ratio
(SAR)
TKN
Zinc
4. Residuals shall be monitored for compliance with the pathogen and vector attraction reduction
requirements at the frequency specified in Attachment A. The monitoring results shall specify the
stabilization process utilized, and demonstrate compliance with the Class B pathogen reduction
requirements in 15A NCAC 02T .1106(b), and one vector attraction reduction requirement in 15A
NCAC 02T .1107(a) shall be met. Any exemptions from the requirements in this condition shall be
specified in Attachment A. [15A NCAC 02T .1106(b), 02T .1107(a), 02T .1111(c)]
5. An annual representative soils analysis (i.e., Standard Soil Fertility Analysis) shall be conducted on
each land application site listed in Attachment B that received residuals during the calendar year. This
analysis shall be in accordance with the soil sampling guidance located in the Sampling Instructions
section of the NC Department of Agriculture & Consumer Services' website
(httD://www.ncaar.aov/aaronomi/Dubs.htm). The Permittee shall maintain these results for no less than
five years, and these results shall be made available to the Division upon request. Each Standard Soil
Fertility Analysis shall include the following parameters:
Acidity Exchangeable Sodium Percentage Phosphorus
Base Saturation (by calculation) Magnesium Potassium
Calcium Manganese Sodium
Cation Exchange Capacity Percent Humic Matter Zinc
Copper pH
[15A NCAC 02T .0108(c), 15A NCAC 02T .1I I I(d)]
6. Representative samples of residuals that are prepared for land application shall be collected and
analyzed. [15A NCAC 02T .1111(a)]
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7. The Permittee shall maintain records for all residual land application events. These records shall
include the following:
a. Residuals source (as listed in Attachment A);
b. Date of application;
c. Location of land application (field name as listed in Attachment B);
d. Approximate acreage applied;
e. Method of application;
f. Weather conditions;
g. Dominant soil series;
h. Soil conditions;
i. Proposed crop;
j . Nitrogen Application Rate based on RYES;
k. Volume of residuals applied per acre in gallons, cubic yards, dry tons, or wet tons;
1. Volume of animal waste or other nutrient source applied per acre in gallons, cubic yards, dry tons,
or wet tons;
in. Volume of soil amendments applied per acre in gallons, cubic yards, dry tons, or wet tons; and
n. Annual and cumulative totals applied to each field for the following:
I. Class A and Class B residuals (dry tons per acre);
ii. Animal waste and other sources of nutrients (dry tons per acre);
iii. Heavy metals as specified in Condition IL3. (pounds per acre);
iv. Plant available nitrogen (pounds per acre); and
v. Phosphorus (pounds per acre).
[I5A NCAC 02T .0108(c)]
8. One hard copy and one electronic copy of an annual report shall be submitted on or before March 1st
The annual report shall meet the requirements described in the Instructions for Residuals Application
Annual Rewrtina Forms. Instructions for reporting and annual report forms are available at
httD: //deg .nc. gov/about/divisions/water-re source s/water-re source s-permits/wastewater-branch/non-
discharge-permitting-unit/reporting-forms or can be obtained by contacting the Non -Discharge Branch
directly. The annual report shall be submitted to the following address:
Division of Water Resources
Information Processing Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
[15A NCAC 02T .I I I I(d)]
9. Noncompliance Notification
The Permittee shall report to the Raleigh Regional Office, telephone number [phone], within
24 hours of first knowledge of the:
a. Any process unit failure (e.g., mechanical, electrical, etc.) rendering the facility incapable of
adequate residual treatment.
b. Any failure resulting in a discharge to surface waters.
c. Any time self -monitoring indicates the program has gone out of compliance with its permit
limitations.
d. Land application of residuals abnormal in quantity or characteristic.
e. Any discharge from a vehicle or piping system transporting residuals.
Emergencies requiring reporting outside normal business hours shall call the Division's Emergency
Response personnel at the telephone number [phone], [phone], or [phone]. All
noncompliance notifications shall file a written report to the Raleigh Regional Office within five days
of first knowledge of the occurrence, and this report shall outline the actions proposed or taken to ensure
the problem does not recur. [15A NCAC 02T .0108(b)(1)(A)]
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V. INSPECTIONS
1. The Permittee shall perform inspections and maintenance to ensure proper operation of the Permittee's
storage, distribution, and application facilities. [15A NCAC 02T .1110(f)]
2. Prior to each bulk residuals land application event, the Permittee or their designee shall inspect the
residuals transport and application sites and equipment that are part of the event to identify and repair
malfunctions, facility deterioration, and operator errors that could result in discharges to the
environment, be a threat to human health, or create a public nuisance. The Permittee shall maintain an
inspection log that includes the date and time of inspection, observations made, and maintenance,
repairs, or corrective actions taken. The Permittee shall maintain this inspection log for five years from
the date of inspection, and this log shall be made available to the Division upon request. [15A NCAC
02T .0 1 08(b)(1)(A), 02T .I I10(f)]
Division -authorized representatives may, upon presentation of credentials, enter and inspect any
property, premises, or place related to the land application sites or facilities permitted herein at any
reasonable time for determining compliance with this permit. Division -authorized representatives may
inspect or copy records maintained under the terms and conditions of this permit and may collect
groundwater, surface water, or leachate samples. [G.S. 143-215.3(a)(2)]
VI. GENERAL CONDITIONS
1. Failure to comply with the conditions and limitations contained herein may subject the Permittee to a
Division enforcement action. [G.S. 143-215.6A, 143-215.613, 143-215.6C]
2. This permit is effective only for the nature and volume of wastes described in the permit application,
and Division -approved plans and specifications. [G.S. 143-215. 1 (d)]
3. Unless specifically requested and approved in this permit, there are no variances to administrative codes
or general statutes governing the construction or operation of the facilities permitted herein. [15A
NCAC 02T .0105(n)]
4. The issuance of this permit does not exempt the Permittee from complying with all statutes, rules,
regulations, or ordinances that other jurisdictional government agencies (e.g., local, state, and federal)
may require. [15A NCAC 02T .0105(c)(6)]
5. If the permitted residuals program changes ownership or the Permittee changes its name, the Permittee
shall submit a permit modification request on Division -approved forms. The Permittee shall comply
with all terms and conditions of this permit until the permit is transferred to the successor -owner. [G.S.
143-215.1(d3)]
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6. This permit is subject to revocation or modification upon 60-day notice from the Division Director, in
whole or part for:
a. violation of any terms or conditions of this permit or Administrative Code Title 15A Subchapter
02T;
b. obtaining a permit by misrepresentation or failure to disclose all relevant facts;
c. the Permittee's refusal to allow authorized Department employees upon presentation of credentials:
I. to enter the Permittee's premises where a system is located or where any records are required
to be kept;
ii. to have access to any permit -required documents and records;
iii. to inspect any monitoring equipment or method as required in this permit; or
iv. to sample any pollutants;
d. the Permittee's failure to pay the annual fee for administering and compliance monitoring; or
e. a Division determination that the conditions of this permit conflict with the North Carolina
Administrative Code or General Statutes.
[15A NCAC 02T .0110]
7. Unless the Division Director grants a variance, expansion of the facilities permitted herein shall not
occur if any of the following apply:
a. The Permittee or any parent, subsidiary, or other affiliate of the Permittee has been convicted of
environmental crimes under G.S. 143-215.6B, or under Federal law that would otherwise be
prosecuted under G.S. 143-215.6B, and all appeals of this conviction have been abandoned or
exhausted.
b. The Permittee or any parent, subsidiary, or other affiliate of the Permittee has previously abandoned
a wastewater treatment facility without properly closing the facility.
c. The Permittee or any parent, subsidiary, or other affiliate of the Permittee has not paid a civil
penalty, and all appeals of this penalty have been abandoned or exhausted.
d. The Permittee or any parent, subsidiary, or other affiliate of the Permittee is currently not compliant
with any compliance schedule in a permit, settlement agreement, or order.
e. The Permittee or any parent, subsidiary, or other affiliate of the Permittee has not paid an annual
fee.
[15A NCAC 02T .0120(b), 02T .0120(d)]
8. This permit shall not be renewed if the Permittee or any affiliation has not paid the required annual fee.
[15A NCAC 02T .0120(c)]
Permit issued this the 27t" day of June 2023
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
DocuSigned by:
Na %aun it,l �,avin.l WO
D1043082680C483...
Richard E. Rogers, Jr., Director
Division of Water Resources
By Authority of the Environmental Management Commission
Permit Number WQ0000838
WQ0000838 Version 4.0 Shell Version 210928 Page 12 of 12

ATTACHMENT A — APPROVED RESIDUAL SOURCES
Granville Farms, Inc.
Certification Date: June 27, 2023
Permit Number: WQ0000838 Version: 4.0
Monitoring
Maximum
Monitoring
Monitoring
Frequency for
Approved
Owner
Facility Name
County
Permit Number
Biological
Dry Tons
Frequency for Non-
Frequency for
Pathogen &
Mineralization
Residuals
per Year r
hazardous
Metals &
Vector
Rate
z
Characteristics
Nutrients3,5
Attraction
Reductions a, 5
Mallinckrodt, LLC
Mallinckrodt WWTP
Wake
CHEM
Yes
790
Once Per Permit Cycle
See Table Below
See Table Below
0.3
Town of Spring Hope
Spring Hope WWTP
Nash
NCO020061
Yes
50
Once Per Permit Cycle
Annually
Annually
0.3
Town of Louisburg
Louisburg WRE
Franklin
NCO020231
Yes
318
Once Per Permit Cycle
Annually
Annually
0.3
Town of Pittsboro
Pittsboro WWTP
Chatham
NCO020354
Yes
200
Annually
Annually
Annually
0.3
City of Henderson
Henderson WRF
Vance
NCO020559
Yes
1,600
Once Per Permit Cycle
See Table Below
See Table Below
0.3
Town of Warrenton
Warrenton WWTP
Warren
NCO020834
Yes
318
Once Per Permit Cycle
Annually
Annually
0.3
City of Wilson
Wilson WWTP
Wilson
NCO023906
Yes
2,000
Once Per Permit Cycle
See Table Below
See Table Below
0.2
Roanoke Rapids Sanitary
Roanoke River WWTP
Halifax
NCO024201
Yes
318
Annually
Annually
Annually
0.3
District
City of Oxford
Oxford WWTP
Granville
NCO025054
Yes
500
Once Per Permit Cycle
See Table Below
See Table Below
0.3
Town of Enfield
Enfield WWTP
Halifax
NCO025402
Yes
100
Once Per Permit Cycle
Annually
Annually
0.3
South Granville Water &
Sewer Authority
SGWASA WWTP
Granville
NCO026824
Yes
650
Once Per Permit Cycle
See Table Below
See Table Below
0.3
City of Raleigh
Neuse River RRF
Wake
NCO029033
Yes
1,000
Once Per Permit Cycle
See Table Below
See Table Below
0.3
U.S. Department of Labor
Kittrell Job Corps Center
Vance
NCO029131
Yes
10
Not Required
Annually
Annually
0.3
City of Rocky Mount
Tar River Regional
WWTP
Edgecombe
NCO030317
Yes
800
Once Per Permit Cycle
See Table Below
See Table Below
0.3
Arbor Hill MHP
Arbor Hill MHP WWTP
Orange
NCO037869
Yes
10
Not Required
Annually
Annually
0.3
Aqua North Carolina, Ina
Neuse River p illage
Wake
NCO038784
Yes
15
Not Required
Annually
Annually
0.3
WWTDuke
Energy Progress, LLC
Shearon Harris NPP
Wake
NCO039586
Yes
15
Not Required
Annually
Annually
0.3
Knightdale Estates MHP
Knightdale Estates MHP
Wake
NCO040266
Yes
15
Not Required
Annually
Annually
0.3
Limited Partnership
WWTP
Aqua North Carolina, Inc.
Barclay Downs WWTP
Wake
NCO040606
Yes
10
Not Required
Annually
Annually
0.3
Town of Bunn
Bunn WWTP
Franklin
NCO042269
Yes
75
Once Per Permit Cycle
Annually
Annually
0.3
Total Environmental
Lake Royale WWTP
Franklin
NCO042510
Yes
10
Not Required
Annually
Annually
0.3
Solutions, Inc.
WQ0000838 Version 4.0 Attachment A Page 1 of 4

ATTACHMENT A — APPROVED RESIDUAL SOURCES
Granville Farms, Inc.
Certification Date: June 27, 2023
Permit Number: WQ0000838 Version: 4.0
Maximum Monitoring Monitoring
Biological Frequency for Non- Frequency for
Owner Facility Name County Permit Number Residuals Dry Tons hazardous Metals &
Per Year 1 Characteristics 2 Nutrients 3,5
ACG Birchwood, LLC
Birchwood MHP WWTP
Orange
NCO042803
Nature Trails Association
Nature Trails MHP
Chatham
NCO043257
CLP
WWTP
Fearrington Utilities, LLC
Fearrinngt�PVillage
Chatham
NCO043559
Aqua North Carolina, Inc.
Hawthorne SSubbdivision
Wake
NCO049662
WWT
Aqua North Carolina, Inc.
Cole Park Plaza Shopping
Chatham
NCO051314
Center WWTP
Carolina Water Services,
Ashley Hills WWTP
Wake
NCO051322
Inc. of North Carolina
Aqua North Carolina, Inc.
Avocet WWTP
Wake
NCO055051
Aqua North Carolina, Inc.
Cross Creek Mobile
Wake
NCO056391
Estates
Aqua North Carolina, Inc.
Chatham WRF
Wake
NCO056413
South Granville Water &
SGWASA WTP
Granville
NCO058416 /
Sewer Authority
NCO239107-WTI
Aqua North Carolina, Inc.
Mallard Crossing WWTP
Wake
NCO058505
Aqua North Carolina, Inc.
Lake Ridges Aeero Park
Durham
NCO059099
WWTP
Pope Industrial Park II Ltd
Pope Industrial Park
Wake
NCO060526
Partnership
WWTP
Aqua North Carolina, Inc.
Beachwood WWTP
Wake
NCO060577
Carolina Water Service, Inc.
Amherst Subdivision
Wake
NCO061638
of North Carolina
WWTP
Aqua North Carolina, Inc.
Woodlakw�Ptry Club
Moore
NCO061719
Carolina Water Service, Inc.
Kings Grant Subdivision
Wake
NCO062219
of North Carolina
WWTP
Aqua North Carolina, Inc.
Crooked Creek WWTP
Wake
NCO062715
Aqua North Carolina, Inc.
Briarwood Farms WWTP
Wake
NCO062740
Aqua North Carolina, Inc.
Wildwood Green WWTP
Wake
NCO063614
Clarke Utilities, Inc.
Deer Chase WWTP
Wake
NCO063746
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
No
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
10
Not Required
20
Not Required
100
Not Required
80
Not Required
25
Not Required
50
Not Required
20
Not Required
10
Not Required
100
Not Required
318
Once Per Permit Cycle
30
Not Required
10
Not Required
10
Not Required
10
Not Required
10
Not Required
25
Not Required
10
Not Required
40
Not Required
30
Not Required
30
Not Required
10
Not Required
Annually
Annually
Annually
Annually
Annually
Annually
Annually
Annually
Annually
Annually
Annually
Annually
Annually
Annually
Annually
Annually
Annually
Annually
Annually
Annually
Annually
Monitoring
Frequency for
Pathogen &
Vector
Attraction
Reductions a, s
Annually
Annually
Annually
Annually
Annually
Annually
Annually
Annually
Annually
None 6
Annually
Annually
Annually
Annually
Annually
Annually
Annually
Annually
Annually
Annually
Annually
Approved
Mineralization
Rate
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
WQ0000838 Version 4.0 Attachment A Page 2 of 4

ATTACHMENT A — APPROVED RESIDUAL SOURCES
Granville Farms, Inc.
Certification Date: June 27, 2023
Permit Number: WQ0000838 Version: 4.0
Monitoring
Maximum
Monitoring
Monitoring
Frequency for
Approved
Owner
Facility Name
County
Permit Number
Biological
Dry Tons
Frequency for Non-
Frequency for
Pathogen &
Mineralization
Residuals
per Year r
hazardous
Metals &
Vector
Rate
Characteristics z
Nutrients3,5
Attraction
Reductions a, 5
Carolina Water Service, Inc.
of North Carolina
Willowbrook WWTP
Wake
NCO064378
Yes
10
Not Required
Annually
Annually
0.3
Aqua North Carolina, Inc.
Neuse Colony WWTP
Johnston
NCO064564
Yes
250
Not Required
Annually
Annually
0.3
Town of Kenly
Kenly Regional WWTP
Johnston
NCO064891
Yes
318
Once Per Permit Cycle
Annually
Annually
0.3
Crosby Utilities, Inc.
Cotton WV�P ywood
Wake
NCO065706
Yes
15
Not Required
Annually
Annually
0.3
Aqua North Carolina, Inc.
Tradewinds WWTP
Wake
NCO065714
Yes
10
Not Required
Annually
Annually
0.3
Franklin County
Franklin County WWTP
Franklin
NCO069311
Yes
318
Once Per Permit Cycle
Annually
Annually
0.3
City of Rocky Mount
Tar River WTP
Nash
NCO072125 /
NC0464010-WT2
No
318
Not Required
Annually
None 6
--
City of Rocky Mount
Sunset Avenue WTP
Nash
NCO072133 /
NC0464010-WTI
No
318
Not Required
Annually
None 6
--
Clarke Utilities, Inc.
Whippoorwill Valley
Wake
NCO073318
Yes
15
Not Required
Annually
Annually
0.3
City of Raleigh
Little Creek RRF
Wake
NCO079316
Yes
150
Once Per Permit Cycle
Annually
Annually
0.3
City of Henderson
Kerr Lake Regional WTP
Vance
NCO083101 /
NCO291010-WT1
No
318
Once Per Permit Cycle
Annually
None 6
--
Town of Enfield
Enfield WTP
Halifax
NCO084034 /
NC0442025-WTI
No
50
Once Per Permit Cycle
Annually
None 6
--
Aqua North Carolina, Inc.
Governors Club WWTP
Chatham
WQ0000088
Yes
40
Not Required
Annually
Annually
0.3
Aqua North Carolina, Inc.
The Preserve at Jordan
Lake WWTP
Wake
WQ0018146
Yes
20
Not Required
Annually
Annually
0.3
Aqua North Carolina, Inc.
Colvard Farms
Orange
WQ0019569
Yes
10
Not Required
Annually
Annually
0.3
Aqua North Carolina, Inc.
Chapel Ridge WWTP
Chatham
WQ0022870
Yes
10
Once Per Permit Cycle
Annually
Annually
0.3
KRJ, Inc.
Rockbridge WWTP
Wake
WQ0024320
Yes
10
Not Required
Annually
Annually
0.3
Aqua North Carolina, Inc.
Legacy Jordan Lake
Chatham
WQ0024844
Yes
20
Not Required
Annually
Annually
0.3
Old North State Water
Company, LLC
Briar Chapel WWTP
Chatham
WQ0028552
Yes
100
Not Required
Annually
Annually
0.3
Aqua North Carolina, Inc.
Westfall WWTP
Chatham
WQ0028798
Yes
10
Not Required
Annually
Annually
0.3
Hasentree Owners
Hasentree Golf
Wake
WQ0033816
Yes
50
Not Required
Annually
Annually
0.3
Association, Inc.
Community
WQ0000838 Version 4.0
Attachment
A
Page 3 of 4

ATTACHMENT A — APPROVED RESIDUAL SOURCES
Granville Farms, Inc.
Certification Date: June 27, 2023
Permit Number: WQ0000838 Version: 4.0
Monitoring
Maximum
Monitoring
Monitoring
Frequency for
Approved
Biological
Owner Facility Name County Permit Number Dry Tons
Frequency for Non-
Frequency for
Pathogen &
Mineralization
Residuals per Year 1
hazardous
Metals &
Vector
Rate
z
Characteristics
Nutrients3,5
Attraction
Reductions a, 5
Consolidated Diesel Consolidated Diesel Nash WQ0040079 Yes 20
Once Per Permit Cycle
Annually
Annually
0.3
Total 12,132
1. Maximum Dry Tons per Year is the number of residuals approved for land application from each permitted facility.
2. Analyses to demonstrate that residuals are non -hazardous (i.e., TCLP, ignitability, reactivity, and coirosivity) as stipulated under permit Condition IV.2.
3. Testing of metals and nutrients as stipulated under permit Condition IV.3.
4. Analyses of the pathogen and vector attraction reductions as stipulated under permit Condition IVA.
5. Monitoring frequencies are based on the actual dry tons applied per year using the table below unless specified above.
Dry Tons Applied Monitoring Frequency
Dry Tons Applied (metric tons) (short tons per year) (40 CFR 503 and 15A NCAC 02T
.1111(c))
< 290 < 319 Once per year (Annually)
> 290 to < 1,500 > 319 to < 1,650 Once per quarter (4 x Year)
> 1,500 to < 15,000 > 1,650 to < 16,500 Once per 60 days (6 x Year)
> 15,000 > 16,500 Once per month (12 x Year)
6. Class A water treatment plant residuals are exempt from meeting the pathogen & vector attraction reduction requirements in Condition IVA, provided they are not mixed with residuals that have
been generated during the treatment of domestic wastewater, the treatment of animal processing wastewater, or the biological treatment of industrial wastewater. The Class A water treatment plant
residuals must be treated and processed in a manner as to not meet the definition of "Biological Residuals" as defined in 15A NCAC 02T .1102(6).
If no land application events occur during a required sampling period (e.g., no land application occurs during an entire year when annual monitoring is required), then no sampling data is
required during the period of inactivity. The annual report shall include an explanation for missing sampling data. Those required to submit the annual report to the United States
Environmental Protection Agency (US EPA) may be required to make up the missed sampling. Contact the US EPA for additional information.
WQ0000838 Version 4.0 Attachment A Page 4 of 4

ATTACHMENT B — APPROVED LAND APPLICATION SITES
Granville Farms, Inc. — GFI Class B Residuals Program
Certification Date: June 27, 2023
Permit Number: WQ0000838 Version: 4.0
Field
Owner
Lessee
County
Latitude
Longitude
Net Acreage
Dominant Soil
Figures
Series
4801-WP-01
Keith, Patricia W.; Cooper, Jeanne W.; Quigg, Kathryn W.
Pyle, William T.
Franklin
36.065370'
-78.479463'
22.20
CaB — Cecil
1
4801-WP-02
Keith, Patricia W.; Cooper, Jeanne W.; Quigg, Kathryn W.
Pyle, William T.
Franklin
36.068653'
-78.475385'
36.83
PaC2 — Pacolet
1
4801-WP-03
Keith, Patricia W.; Cooper, Jeanne W.; Quigg, Kathryn W.
Pyle, William T.
Franklin
36.073951'
-78.475989'
6.87
WeB — Wedowee
2
4801-WP-04
Keith, Patricia W.; Cooper, Jeanne W.; Quigg, Kathryn W.
Pyle, William T.
Franklin
36.072833'
-78.473753'
30.38
PaC2 — Pacolet
2
MP-02
Howard Vance Phillips Life Estate
Franklin
35.935617'
-78.357017'
1.85
WeB — Wedowee
3
MP-03
Howard Vance Phillips Life Estate
Franklin
35.936711'
-78.360267'
9.61
WeB — Wedowee
3
MP-04
Howard Vance Phillips Life Estate
Franklin
35.936119'
-78.360463'
0.61
WeB — Wedowee
3
MP-05
Howard Vance Phillips Life Estate
Franklin
35.937067'
-78.364905'
2.31
WeB — Wedowee
4
MP-06
Howard Vance Phillips Life Estate
Franklin
35.935567'
-78.365772'
2.22
HeB — Helena
4
MP-12
Howard Vance Phillips Life Estate
Franklin
35.938357'
-78.357413'
7.57
VaB — Vance
3
MP-13
Howard Vance Phillips Life Estate
Franklin
35.938807'
-78.354669'
1.87
VnB — Varina
3
Total for Franklin County
122.32
2009-01 1
Bass, Rhonda S.
Granville Farms, Inc.
Granville
36.387800'
-78.651900'
13.33
GeB — Georgeville
5
2009-02 1
Bass, Rhonda S.
Granville Farms, Inc.
Granville
36.386310'
-78.654421'
58.72
GeB — Georgeville
5
2009-03 1
Bass, Rhonda S.
Granville Farms, Inc.
Granville
36.384022'
-78.649136'
22.33
GeB — Georgeville
6
2009-04
Bass, Rhonda S.
Granville Farms, Inc.
Granville
36.381061'
-78.655958'
17.89
EnB — Enon
6
375-04 1
Granville Farms, Inc.
Granville
36.198538'
-78.761426'
34.67
GeB — Georgeville
7
4801-JH-01
Sarah M. Daniel Trust
Granville
36.187382'
-78.738581'
7.02
VaB — Vance
8
4801-JH-02
Mangum Heirs 11, LLC
Granville
36.183081'
-78.731561'
3.59
HeB — Helena
9
4801-JH-03
Mangum Heirs II, LLC
Granville
36.179392'
-78.729331'
9.25
HeB — Helena
9, 10
4801-JH-04
Mangum Heirs II, LLC
Granville
36.176717'
-78.728006'
2.59
HeB — Helena
10
4801-JH-05
Mangum Heirs II, LLC
Granville
36.184531'
-78.730422'
17.14
HeB — Helena
9
4801-JH-06
Mangum Heirs II, LLC
Granville
36.177486'
-78.725397'
10.27
HeB — Helena
10
4801-JH-07
Mangum Heirs II, LLC
Granville
36.178822'
-78.727614'
6.00
HeB — Helena
10
4801-JH-08
Kraynik, Anita D.; Daniel, Gene T.
Granville
36.188603'
-78.738903'
13.94
VaB — Vance
11
WQ0000838 Version 4.0 Attachment B Page 1 of 5

ATTACHMENT B — APPROVED LAND APPLICATION SITES
Granville Farms, Inc. — GFI Class B Residuals Program
Certification Date: June 27, 2023
Permit Number: WQ0000838 Version: 4.0
Field
Owner
Lessee County
Latitude
Longitude
Net Acreage
Dominant Soil
Figures
Series
GF-001
Granville Farms, Inc.
Granville
36.482239'
-78.728236'
46.74
GeC — Georgeville
12
GF-002 1
Granville Farms, Inc.
Granville
36.482103'
-78.724736'
31.44
GeB — Georgeville
12
GF-003 1
Granville Farms, Inc.
Granville
36.481706'
-78.720914'
28.25
GeC — Georgeville
12
GF-004
Granville Farms, Inc.
Granville
36.476006'
-78.718278'
43.32
GeB — Georgeville
13
GF-004A 1
Granville Farms, Inc.
Granville
36.476516'
-78.722126'
11.04
HrB — Herndon
12, 13, 15
GF-005
Granville Farms, Inc.
Granville
36.471681'
-78.713069'
18.02
GeC — Georgeville
14
GF-005A
Granville Farms, Inc.
Granville
36.469141'
-78.710221'
5.58
GeC — Georgeville
14
GF-006
Granville Farms, Inc.
Granville
36.474406'
-78.726781'
75.73
GeB — Georgeville
15
GF-007
Granville Farms, Inc.
Granville
36.473325'
-78.723417'
21.43
GeB — Georgeville
15
GF-007A
Granville Farms, Inc.
Granville
36.473728'
-78.721278'
2.96
HrB — Herndon
13,15
GF-008 1
Granville Farms, Inc.
Granville
36.468897'
-78.725678'
25.36
EnB — Enon
16
GF-009 1
Granville Farms, Inc.
Granville
36.470778'
-78.721131'
29.09
GeB — Georgeville
16
GF-010
Granville Farms, Inc.
Granville
36.466103'
-78.717969'
26.27
EnB — Enon
16
GF-011
Granville Farms, Inc.
Granville
36.485656'
-78.737989'
46.97
NaB — Nason
17
GF-012
Granville Farms, Inc.
Granville
36.487742'
-78.736212'
7.19
NaB — Nason
17
GF-012A
Granville Farms, Inc.
Granville
36.488020'
-78.738782'
1.41
EnB — Enon
17
Total for Granville County
637.54
8015-02-01
Fisher, Linda E.
Halifax
36.174031'
-77.882122'
19.44
AaA — Altavista
18
8015-02-02
Fisher, Linda E.
Halifax
36.171956'
-77.883422'
19.46
WeB — Wedowee
18
8015-02-03
Fisher, Linda E.
Halifax
36.172497'
-77.886817'
7.36
AaA — Altavista
18
8015-02-04
Fisher, Linda E.
Halifax
36.172836'
-77.889567'
11.49
StA — State
18
8015-02-05
Fisher, Linda E.
Halifax
36.171358'
-77.888225'
0.92
StA — State
18
8015-02-06
Fisher, Linda E.
Halifax
36.170275'
-77.887397'
7.04
WeB — Wedowee
18
8015-02-07
Fisher, Linda E.
Halifax
36.168425'
-77.885361'
29.31
WeB — Wedowee
18
8015-02-08
Fisher, Linda E.
Halifax
36.169528'
-77.882708'
13.68
WeB — Wedowee
18
WQ0000838 Version 4.0
Attachment B
Page 2 of 5

ATTACHMENT B — APPROVED LAND APPLICATION SITES
Granville Farms, Inc. — GFI Class B Residuals Program
Certification Date: June 27, 2023
Permit Number: WQ0000838 Version: 4.0
Field
Owner
Lessee
County
Latitude
Longitude
Net Acreage
Dominant Soil
Figures
Series
JTB-02
Bryant, John T., II
Halifax
36.179889'
-77.814914'
4.85
AaA
— Altavista
19
JTB-03 1
Bryant, John T.
Halifax
36.178495'
-77.813075'
1.16
WeB
— Wedowee
19
JTB-04 1
Bryant, John T.
Halifax
36.179746'
-77.811704'
6.90
AaA
— Altavista
19
JTB-05 1
Bryant, John T.
Halifax
36.178043'
-77.812316'
5.28
StA — State
19
JTB-06 1
Bryant, Bryan K.; Bryant, Barbara L.
Halifax
36.177731'
-77.810610'
9.85
StA — State
19
JTB-07
Smith, Peggy B.; Smith, Stanley F.
Halifax
36.180060'
-77.809016'
10.67
WeB
— Wedowee
19
Total for Halifax County
147.41
4801-CH-01
Free Will Baptist Children's Home, Inc.
Deans, Donald S.
Nash
35.817586'
-78.212497'
21.31
GeB —
Georgeville
20
4801-CH-02
Free Will Baptist Children's Home, Inc.
Deans, Donald S.
Nash
35.818848'
-78.210655'
7.90
GeB —
Georgeville
20
4801-CH-03
Free Will Baptist Children's Home, Inc.
Deans, Donald S.
Nash
35.817925'
-78.208289'
13.79
GeC —
Georgeville
20
4801-CH-04 1
Free Will Baptist Children's Home, Inc.
Deans, Donald S.
Nash
35.821202'
-78.208693'
45.69
GeB —
Georgeville
21
4801-CH-05 1
Free Will Baptist Children's Home, Inc.
Deans, Donald S.
Nash
35.823096'
-78.209646'
10.68
GeB —
Georgeville
20
4801-CH-06
Free Will Baptist Children's Home, Inc.
Deans, Donald S.
Nash
35.823808'
-78.206419'
9.60
GeB —
Georgeville
21
4801-CH-07
Free Will Baptist Children's Home, Inc.
Deans, Donald S.
Nash
35.823692'
-78.203353'
15.52
GeB —
Georgeville
21
4801-CH-08
Deans, Donald E.; Deans, Anita W.
Deans, Donald S.
Nash
35.825722'
-78.198667'
23.82
GeB —
Georgeville
21
4801-CH-09
Free Will Baptist Children's Home, Inc.
Deans, Donald S.
Nash
35.822119'
-78.204797'
16.41
GeB —
Georgeville
21
4801-CH-10 1
Deans, Donald E.; Deans, Anita W.
Deans, Donald S.
Nash
35.821330'
-78.190508'
11.25
GeB —
Georgeville
22
4801-CH-11
Deans, Donald S.
Nash
35.823306'
-78.191258'
5.45
GeB —
Georgeville
22
4801-CH-12
Deans, Donald E.; Deans, Anita W.
Deans, Donald S.
Nash
35.819019'
-78.190800'
11.97
GeB —
Georgeville
22
8015-01-02
Fisher, Dorothy C.
Fisher, Linda E.
Nash
36.082852'
-78.034800'
35.35
GeB —
Georgeville
23
8015-01-03
Fisher, Dorothy C.
Fisher, Linda E.
Nash
36.083433'
-78.034178'
17.00
GeB —
Georgeville
23
BC-01 1
Creech, J. Brent; Creech, Allison H.
Nash
35.779483'
-78.243453'
10.36
GeC —
Georgeville
24
BC-02 1
Creech, J. Brent; Creech, Allison H.
Nash
35.781611'
-78.244167'
11.48
GeB —
Georgeville
24
BC-03
Creech, J. Brent; Creech, Allison H.
Nash
35.783736'
-78.241330'
5.44
GgC —
Georgeville
24,25
BC-04
Creech, J. Brent; Creech, Allison H.
Nash
35.787378'
-78.240150'
6.95
GeB —
Georgeville
25
WQ0000838 Version 4.0
Attachment B
Page 3 of 5

ATTACHMENT B — APPROVED LAND APPLICATION SITES
Certification Date: June 27, 2023
Granville Farms, Inc.
— GFI Class B Residuals Program
Permit Number:
WQ0000838 Version: 4.0
Field
Owner
Lessee
County
Latitude
Longitude
Net Acreage
Dominant Soil
Figures
Series
JC-01 1
Sykes, Wilton G.; Sykes, Ida S.
Carpenter, Jack
Nash
35.996519'
-78.085542'
10.62
WeB — Wedowee
26
JC-02
Sykes, Wilton G.; Sykes, Ida S.
Carpenter, Jack
Nash
35.994275'
-78.087622'
4.88
WeB — Wedowee
26
JC-03 1
Sykes, Wilton G.; Sykes, Ida S.
Carpenter, Jack
Nash
35.996675'
-78.083403'
11.31
WeB — Wedowee
26
JC-04
Sykes, Wilton G.; Sykes, Ida S.
Carpenter, Jack
Nash
35.998597'
-78.084892'
3.05
WeB — Wedowee
26
JC-06 1
Lewis, Lisa S.; Lewis, Jesse D.
Carpenter, Jack
Nash
35.998861'
-78.075669'
15.32
WeB — Wedowee
27
JC-07 1
Lewis, Lisa S.; Lewis, Jesse D.
Carpenter, Jack
Nash
35.999000'
-78.077406'
6.11
WeB — Wedowee
27
JC-08
Lewis, Lisa S.; Lewis, Jesse D.
Carpenter, Jack
Nash
35.996069'
-78.078464'
4.44
WeB — Wedowee
27
LF-A 1
Fisher, Linda E.
Nash
36.131503'
-77.956683'
8.50
GeB — Georgeville
28
LF-B 1
Fisher, Linda E.
Nash
36.128897'
-77.954769'
11.05
GeB — Georgeville
28
LF-C
Fisher, Linda E.
Nash
36.127139'
-77.953067'
10.12
WkA — Wickham
28
Total for
Nash County
365.37
MJ-01 1
Triple S Farm and Services, LLC
Granville Farms, Inc.
Vance
36.470851'
-78.429453'
10.19
Ce132 — Cecil
29
MJ-02 1
Triple S Farm and Services, LLC
Granville Farms, Inc.
Vance
36.471636'
-78.431769'
4.59
Ce132 — Cecil
29
MJ-03 1
Triple S Farm and Services, LLC
Granville Farms, Inc.
Vance
36.467744'
-78.432181'
20.42
Ce132 — Cecil
29
MJ-04 1
Triple S Farm and Services, LLC
Granville Farms, Inc.
Vance
36.468969'
-78.435803'
26.04
Ce132 — Cecil
29
MJ-05
Coghill, David M.
Granville Farms, Inc.
Vance
36.471542'
-78.437844'
5.69
Ce132 — Cecil
30
MJ-06
Coghill, David M.
Granville Farms, Inc.
Vance
36.470997'
-78.440392'
10.21
Ce132 — Cecil
30
MJ-07 1,2
Coghill, David M.
Granville Farms, Inc.
Vance
36.468025'
-78.442844'
6.79
Ce132 — Cecil
30
MJ-08
Coghill, David M.
Granville Farms, Inc.
Vance
36.471403'
-78.446881'
17.98
ApB — Appling
31
MJ-09
Coghill, David M.
Granville Farms, Inc.
Vance
36.475531'
-78.445703'
20.88
Ce132 — Cecil
31
Totalfor Vance County
122.79
MP-07
Howard Vance Phillips Life Estate
Wake
35.932603'
-78.365619'
1.17
DuB2 — Durham
4
MP-08
Howard Vance Phillips Life Estate
Wake
35.931986'
-78.367120'
6.88
As132 — Appling
4
MP-09
Howard Vance Phillips Life Estate
Wake
35.930439'
-78.366003'
6.04
DuB2 — Durham
4
MP-10
Howard Vance Phillips Life Estate
Wake
35.931275'
-78.369128'
2.57
As132 — Appling
4
WQ0000838 Version 4.0
Attachment B
Page 4 of 5

ATTACHMENT B — APPROVED LAND APPLICATION SITES
Granville Farms, Inc. — GFI Class B Residuals Program
Certification Date: June 27, 2023
Permit Number: WQ0000838 Version: 4.0
Field Owner Lessee County Latitude Longitude Net Acreage Dominant Soil Figures
Series
MP-11 Howard Vance Phillips Life Estate Wake 35.931880'-78.370234' 2.80 AsB2 — Appling 4
Total for Wake County 19.46
Total 1,414.89
1. A re -defined compliance boundary has been approved for this land application site. This re -defined compliance boundary is located 50 feet from the water supply well on the property. Note that
the 100-foot setback between wells and the land application area shall still be met.
2. A reduced setback from a residence under separate ownership has been approved for this land application site. Residuals may be land applied within 100 feet of the residence owned by David M.
Coghill (10505 NC Highway 39 North, Henderson, NC 27565), regardless of whether a surface or a subsurface application method is used.
WQ0000838 Version 4.0 Attachment B Page 5 of 5

c
_a
/.t
�1
Le geci l
■ House
• Well
Ditch
-0- Stream
❑Application Boundary
❑ Buffer
❑ Field Boundary
❑ Pond
❑Property Boundary
The Compliance Boundary shall be
located 50 feet within the property line
or 250 feet from the edge of the
disposal area, whichever is closer to the
source. The Review Boundary shall be
located halfway in between the property
line and the Compliance Boundary.
500 250 �0 '500
Feet
Scale: 1 inch = 500 feet — 4801-WP 1-2 BUFFER MAP Figure
Drawn by: DAM SOIL PL L GFI Land Application Permit (WQ000838)
Reviewed by: CSC Franklinton, North Carolina 1
Date: July'15 Soil Plus Project # 200705.G10

N
k
S
4
1
rY
Z PQP11Ct
■ House
• Well
Ditch
-0- Stream
❑Application Boundary
❑ Buffer
❑ Field Boundary
❑ Pond
❑Property Boundary
Scale: 1 inch = 500 feet
Drawn by: DAM
Reviewed by: CSC
Date: July ' 15
L
The Compliance Boundary shall be
located 50 feet within the property line
or 250 feet from the edge of the
disposal area, whichever is closer to the
source. The Review Boundary shall be
located halfway in between the property
line and the Compliance Boundary.
500 250 0 500
F
4801-WP 3-4 BUFFER MAP Figure
�-IQ IL PL L GFI Land Application Permit (WQ000838)
Franklinton, North Carolina 2
Soil Plus Project # 200705.G10

5�
1
.
r JVON
a x. IC05 Grass A'c!
Net . c.-Jaw
r
�+
l te"Ld 3
'12om A2
9.61 Net Ac.
s �
,p
O.G1 Gros's Ac.
0o. Net Ac.
Field 2
1.55 Net A
IL'�L'l llj .(.•� �
• Well
-ON- Stream
IP- Qitch R`
n Pond The Compliance Boundary shall be
Application Boundary located 50 feet within the property line
® Buffer ' or 250 feet from the edge of the •
Field Boundary
disposal area whichever is closer to the
source. The Review Boundary shall be
House located halfwayin between the property
❑Property Boundary P P Y 00 2t][] [� 400
P Y ] ;Line and the Compliance Boundary
Fee
Seale: 1 inch = 400 feet r r MP 2-4 & 12-13 BUFFER MAP Figure
Drawn by: DM SOIL L LJ s GFI band Application Permit (WQ0000838)
Reviewed by: Riley, North Carolina 3
Date: March 2023 Soil Plus Project # 200705.G10

IMP
I L- -`� /
44 1 _ rqy.� t • i
�'u -. } '%'.'` • °: to
field 5 �;
iross C.
et C. ,
i
q-L° OMWEE■
3.11 Gross Ae.
.76 Net Ac. Field 8
'
7.q8 Gross Ac.
fi.92 Net Ac..
t
Lc cnd
�
Field►1U Field 4
6.71 Gross Ae..
Well
3.q8 Gross
2.41 Net Ae. F�
IP- Stream
0-- Ditch
❑ Pond
The Compliance Boundary shall be
.
Application Boundary
located 50 feet within the property line +y
® Buffer
or 250 feet from the edge of the
Field Boundary
disposal area, whichever is closer to the''.
House
source. The Review Boundary shall be
located halfwayin between the property P P Y 00 2[)() 1,
Property Boundary
line and the Compliance Boundary.
Fee
Scale: 1 inch = 400 feet
MP 5-11 BUFFER MAP
Fxg�x�
Drawn by: DM
IL PL ��s GPI band Application Permit {W�flR00838}
Reviewed by:
Riley, North Carolina
4
Date: March 2023
I Soil Plus Project # 200705.G10

i Lugu nu
■ Well
Bitch
Stream
Application Bcundary
Buffer
❑ Field Boundary
House
Pond
Property Boundary
Scale: 1 inch = 500 feet
Drawn by: DM
Reviewed by:
Date: March 2023
At
a N
s mac.
I
Field 4
23.90 Gross As.
17.8- Net Ac.
The Compliance Boundary shall be
located 50 feet within the property line
or 250 feet from the edge of the
disposal area, whichever is closer to the
source. The Review Boundary shall be
located halfway in between the property 500 250 0 500
line and the Compliance Boundary. Fee
SITE 2009 FIELDS 1-2 BUFFER MAP Figure
SOIL PLUS I GFI Land application Permit (WQ0000838)
Oxford, North Carolina 5
Soil Plus Project # 200705.G10

-J F
N
B.
i
+ 6�� Field 4
3".90-.Gross Ac.
fgN'Net Ac.
G
Upend
Well
Ditch
.o- Stream
MApplication Bcundary
Buffer
❑ Field Boundary
0 House
+ [J Pond
Property Boundary
Scale: 1 inch = 500 feet
Drawn by: DM
Reviewed by:
Date: March 2023
I �n �- , T'7�
r
1 `
ricld 3
25.28 Gross Ain
22-33 Net
The Compliance Boundary shall be
located 50 feet within the property line
or 250 feet from the edge of the
disposal area, whichever is closer to the
source. The Review Boundary shall be
located halfway in between the property 5p{} 250 0
500
line and the Compliance Boundary.
Fee
SITE 2009 FIELDS 3-4 BUFFER MAP
SOIL PLUS I GFI Land application Permit MQ0000838)
Figure
Oxford, North Carolina
6
Soil Plus Project # 200705.G10

Lund
• Well
► Ditch
1- Stream
1!2Application Boundary
Buffer
❑ Field Boundary
House
Pond
❑ Property Boundary
Scale: 1 inch = 500 feet
Drawn by: DM
Reviewed by:
Date: March 2023
Fi(,dd 4 1�
40.18 Gro55 Ac.
34.67 hc{ Ac.
0
The Compliance Boundary shall be
located 50 feet within the property line
or 250 feet from the edge of the a`
disposal area, whichever is closer to the
source. The Review Boundary shall be
located halfwayin between the property P P t5' 500 250 0 500
line and the Compliance Boundary: Feel
SITE 375 FIELD 4 BUFFER MAP Figure
SOIL PLUS GFI Land Application Permit (WQ0000838)
Stem, North Carolina 7
Soil Plus Project # 200705.G1.0

IL PL - _5-_-
Drawn by: DM SOIL � I GFI Land Application Permit (WQ0000838)
Reviewed by: I Stem, North Carolina 8
Date: July'15 Soil Plus Project # 200705.G10

Drawn by: DM LJIL T I GFI Land Application Permit (WQ0000838)
Reviewed by: I Stem, North Carolina 9
Date: July'15 Soil Plus Project # 200705.G10

Field 6
10." Gross C.
Field 4 10.2 Net c.
3.11 Gross
2.5. Net C. 4
O
Legend
• Well
Ditch
- Stream
[,Application Area
The Compliance Boundary shall be
Buffer
located 50 feet within the property line
0 Field Boundary
or 250 feet from the edge of the
disposal area, whichever is closer to the
House
source. The Review Boundary shall be
I
Pond
located halfway in between the property 500 250 0
500
0 Property Boundary
line and the Compliance Boundary.
Fee
Scale: 1 inch = 500 feet
4801 JH FIELDS 3,4 6,&7 BUFFER MAI'
Figure
Drawn by: DM
L PL T TQ I GFI Land Application Permit (WQ0000838)
SOIL
Reviewed by:
I Stem, North Carolina
10
Date: July'15
I Soil Plus Project # 200705.G10

ryu A. �
r`
- � �,.+Yy .,ifs r..
hF: { �
•
"i.
� �']'
_ � '�
!S
-
� via •� a
.r t
Field 8
• 23.G1 Gross C. •
13.9 N'et AC.
?`
is —' .�'7� r •' .,,, .��: y.
X.
Legend
• WellAL
Ditch lj��
Stream
-14,
[,Application Area X1 The Compliance Boundary shall be
Buffer located 50 feet within the property line
or 250 feet from the edge of the
0 Field Boundary • disposal area, whichever is closer to the _ Field 5
House source. The Review Boundary shall be 21.31 Gross Ae.
Pond located halfway in between the property 500 250 0 500
0 Property Boundary line and the Compliance Boundary.
Feet
Scale: 1 inch = 500 feet TT 4801-JH FIELD 8 BUFFER MAP Figure
Drawn by: DM SOIL PL T TQ I GFI Land Application Permit (WQ0000838)
Reviewed by: I Stem, North Carolina 11
Date: July'15 I Soil Plus Project # 200705.G10

r
17,
�YN !rN N xli
t-.Yid. f Y�,�." - ..w- •1 w. *.' ;
�, � is �.; �" � •f ..�.s
Field 2 rr 4. jJ
44.43 Gross Ad + .
Ac
Y ^�N
52.5'S Gross*Ac.
.d
Field 3
Gross A¢,
t. 28.25 et Ae.
Legend Field 4
Structure a 4T.64 Gross Ac.
Well Field 4A 43.32 Net c.
12.91 Gross L.
► Ditch
Application Area
® Buffer
- House
Field Boundary :l:he Compliance �i131, 1 shall 6e located 5 feet
Pond within the • .�• c[ fi i 3,c �r ?5(] feet fr m the edge f f
Property Boundary the.dipvs 1 area, �x°h IC3ur is cl , ser to the
0 Stream The Review B�unel<1r1�1-1 1. be la -at d half ay in 500 250 0 540
r.
l)et�e�cn the 1 iinC anti the Compliance oundary010i Feetl
Seale: 1 inch = 500 feet SITE GF - SUFFER MAP 1-3 Figure
Drawn by: DM C 0 H— PL US GF1 Land Application Permit (WQ0000838)
Reviewed by: J Oxford, North Carolina 12
Date: March 2023 Soil Plus Project # 200705.G10

36.1.4 Gross Ac.
•
W E
:�:I 28.25 Net Ae.
f 47.b4 Gross Ac. . h _j
Field 4A
43.32 Net C.
11.Q4 Net
k
}
Field 5
19.31 rass Ac.
18.Q Net AC.
-
-
Legend
3.53 Gross AC.
7- 2.9G Net Ac.
s Ac. K .
Structure
Ac.
Well
► Ditch
Application Area
® Buffer
f
- House
Field Boundary
The Compli ce undary shall 6e located 5 f •et
Pond
within the : • N • y-line r 250 feet fr • rn the edge • f
Property Boundary
the disposal area, whiche er is cl • ser to the saurc
Stream
she Review Boundar.,y shall be locat -d halfway in 50(] 250 0
rtein �
500
between they �.4�line�and th - Campliance XT n
IEW Fee
Scale: 1 inch = 500 feet
SITE GF - BUFFER MAP 4 & 4A
Figure
Drawn by: DM
SOIL PLUS GFI Land Application Permit (WQ0000838)
Reviewed by:
Oxford, North Carolina
13
Date: March 2023
Soil Plus Project # 200705.G10

Legend
Structure
Well
Pip- Ditch
Application Area
® Buffer
- House
Field Boundary
Pond
Property Boundary
stream
Scale: 1 inch = 500 feet
Drawn by: DM
Reviewed by:
Date: March 2023
apli ce oundary shall 6e loc ted 51) feet +
pr• • perty line r 2�50 feet from the .e of
�sa1 area, hichever is closer t • the s • urce. r Alt.
view Boundary shall be locat d half ay in 500 250 [] 500
1 ���t 4�:�y line and th - C • mpliance • undary.F Fee
SITE GF - BUFFER MAP 5 & 5A Figure
SOILS PLUS GFI Land Application Permit (WQO000838)
Oxford, North Carolina 14
Soil Plus Project # 200705.G10

v-
Legend
Structure
Well
► Ditch
Application Area
® Buffer
s - House
Field Boundary
Pond
Property Boundary
0 stream
Scale: 1 inch = 500 feet
Drawn by: DM
Reviewed by:
Date: March 2023
T
Field f
91.03 GrossAc.
7573 Net C.
R'l
2±625 Gross Ac.
21 3 Net Ac.
r,V#�.
,y r
1l �
1h Z)
'k
nee oun , shall 6e loc itC C. 5 feet
�emyA line r 250 feet from t1;1e edge of `
rea, whichever is clnser to : he source.
Boundary; shall he ln.catecl halfway in 5DD 250 D 5DD
pert\- line and the Comp ianc�e B-olui 1 ary. Fee
oil�tsraJ cross tYC.
SITE GF - BUFFER MAP 6, 7, & 7A Figure
SOILS 1 L I c I GFI J.and Application Permit (WQ0000838)
u I Oxford, North Carolina 15
Soil Plus Project # 200705.G10

Field 7
29.2� Gross Ac.
21.43 Net Ac.
yyA
rr t 4
IL
- ► Ditch
W7 Application Area
® Buffer
- House
Field Boundary
Pond
Property Boundary
Stream
Scale: 1 inch = 500 feet
Drawn by: DM
Reviewed by:
Date: March 2023
P4
Field 9Jk.
34.45 Gross c.
29.09 Net Ar•--. ...:. � a
i
Boundary shall be lacated halfway in 500 250 0 500
une anMIT . i an Wl I 37-u'ndary. Fee
SITE GF - BUFFER MAP 8-10 Figure
SOIL PLUS GF1 Land Application Permit (WQ0000838)
Oxford, North Carolina 16
Soil Plus Project # 200705.G10

i d• -J� � .�'►7� � - ',.�1L 'fit ��',.
♦ ". ' �. 1. �. ' i �:. try i� S T1.0
12A .. . • !;
i
}
Lg A
:MM'
Legend
M
■ Structure
Well
► Ditch
Application Area
® Buffer
- House
Field Boundary
Pond
Property Boundary
Stream
Scale: 1 inch = 500 feet
Drawn by: DM
Reviewed by:
Date: March 2023
r
Boundary shall be 1 t -d halfwa in 500 250 U 500
F,:L:r line and th - Compliance BounRa1w Fe
SITE GF - BUFFER MAP 11,12, & 12A Figure
SOIL PLUS I GFI Land Application Permit (WQ0000838)
490120PPWO�- Oxford, North Carolina 17
Soil Plus Project # 200705.G10

•
Fiel
J.
4
Legend;{`
• Well ' k ► Ditch
Property Boundary
ILI Application Area ,
Buffer The Co
0 Field Boundary within th
Pond the dis
The` 0 Stream Rf
tweena
Scale: 1 inch = 500 feet
Drawn by: DM
Reviewed by:
Date: July ' 15
W
Field 8
'15.24 Gross Ac.
13.68 Net Ac.
RE�®
C
- "�
ante Boundary shall be located 50 feet
�perty line or 250 feet from fhe edge�of
ea, whichever is closer
::.Boundary shall be located halfway in
\500 250 0 500
pert, line and the Compliance Boundary. Feet
SOILn 18015-02 FIELDS 1 - 8 BUFFER MAP Figure
L7 l IL PLUS US I GFI Land Application Permit (WQ0000838)
Hollister, North Carolina 18
Soil Plus Project # 200705.G10
Scale: 1 inch = 500 feet
Drawn by: DM
Reviewed by:
Date: July ' 15
W
Field 8
'15.24 Gross Ac.
13.68 Net Ac.
RE�®
C
- "�
ante Boundary shall be located 50 feet
�perty line or 250 feet from fhe edge�of
ea, whichever is closer
::.Boundary shall be located halfway in
\500 250 0 500
pert, line and the Compliance Boundary. Feet
SOILn 18015-02 FIELDS 1 - 8 BUFFER MAP Figure
L7 l IL PLUS US I GFI Land Application Permit (WQ0000838)
Hollister, North Carolina 18
Soil Plus Project # 200705.G10

J1
•�
Ftela k �'1¢� '
-
_
t.l.rti
2 s
Field G
10.57 Gross Ac.
�• r ''
9.85 Net Ac.
'b
a..
.28 Net c.
wf' '
Legend
■ House
k.
• Well
Ditch
Stream
The Compliance Boundary shall be
®Application Area
located 50 feet within the property line
Field Boundary
or 250 feet from the edge of the
Buffer
disposal area, whichever is closer to the
Pond
source. The Review Boundary shall be
"
f
located halfway in between the property 500 250 0
500
Property Boundary
line and the Compliance Boundary:
Fee
Scale: 1 inch = 500 feet
JTB 2 - 7 BUFFER MAP
Figure
Drawn by: DM
�L r
S PL L TS
I GFI Land Application Permit (WQOflUa838)
Reviewed by:
I Enfield, North Carolina
19
Date: March 2023
Soil Plus Project # 200705.G10

N
W E
S
i�
Legend
House
• Well
Ditch
Stream
Application Boundary
❑ Buffer
❑ Field Boundary
❑ Pond
❑ Property Boundary
Scale: 1 inch = 500 feet
Drawn by: DAM
Reviewed by: CSC
Date: July ' 15
A.
Field 3 `X�
18.53 Gro Ac.
4
■
The Compliance Boundary shall be
located 50 feet within the property line
or 250 feet from the edge of the
disposal area, whichever is closer to the
source. The Review Boundary shall be
located halfway in between the property
line and the Compliance Boundary.
)0 250 0 500
Feet
- 4801-CH 1-3 & 5 BUFFER MAP Figure
SOIL PL L GFI Land Application Permit (WQ000838)
Middlesex, North Carolina 20
Soil Plus Project # 200705.G10

N
W E
Fields 4
r TLO.9 Gross Ac.
� �' 9.60 Net Ac. Field 7
17.89 Gross Ac.
15.52Net Ac.
i
Legend
House
• Well
Ditch
Stream
Application Boundary
❑ Buffer
❑ Field Boundary
❑ Pond
❑ Property Boundary
The Compliance Boundary shall be
located 50 feet within the property line
or 250 feet from the edge of the
disposal area, whichever is closer to the
source. The Review Boundary shall be
located halfway in between the property
line and the Compliance Boundary.
I
500 250 0 500
6 FAt
Scale: 1 inch = 500 feet 4801-CH 4 & 6-9 BUFFER MAP Figure
Drawn by: DAM SOIL PL L GFI Land Application Permit (WQ000838)
Reviewed by: CSC Middlesex, North Carolina 21
Date: July'15 Soil Plus Project # 200705.G10

■■ •
Legend
House
• Well
Ditch
Stream
Application Boundary
❑ Buffer
❑ Field Boundary
❑ Pond
❑ Property Boundary
Scale: 1 inch = 500 feet
Drawn by: DAM
Reviewed by: CSC
Date: July ' 15
410
me
The Compliance Boundary shall be
located 50 feet within the property line
or 250 feet from the edge of the
disposal area, whichever is closer to the
source. The Review Boundary shall be
located halfway in between the property
line and the Compliance Boundary.
•
L
500 250 0 500
F
- 4801-CH 10-12 BUFFER MAP Figure
SOIL PL L GFI Land Application Permit (WQ000838)
Middlesex, North Carolina 22
Soil Plus Project # 200705.G10

VOAM
t Field 3
22.5 Gmss
r 47.00 Net Ac. ..
�y� >tiail r i of
Field 2 's� ''� i`•,`-�.
37.39 Gross Ac.�,' " 11
�Wi'�e
te
446
� 1. � : " �• -'A .:.,
Well i j u
► t
Ditch
stream
Application Area
® Buffer
she Compliance Boshill be.,located 50 feet
within the pi -ero, line or-'2a[l feet froHl'tdge of.
Field Boundary I t
the d sposa�rea, whir -hexer is cIilser tcy,the source.
Pond
The ite�iety Bouridar.� shall he located haltwa} in -500 250 0 500
Property Boundary j''
be • een th - property line. and the lice Boundarv. Fee
Scale: 1 inch = 500 feet 8015-01 FIELDS 2 & 3 BUFFER MAP Figure
Drawn by: DM 0 IL PUTS GFl Land Application Permit (WQ{]00838)
Reviewed by: Castalia, North Carolina 23
Date: March 2023 Soil Plus Project # 200705.G10

FIELI] 2
11.d8 \Tet AC.
f
yn�
•17.63 Gross Ae.
Legend
MELD 1
`T ��lor
10.36 Net Ac.
■ House
Rr�+
• Well
Ditch
o Stream
•1
g
Application Boundary
'�' u
Buffer
'
+'
Field Boundary
S
7
y
x
Pond
Property Boundary
400 200 0
400
® Slope Buffer
Fcrt
Scale: 1 inch = 400 feet
SITE BC - BUFFER MAP FIELDS 1-3 Figure
Drawn by: DM
7O IL PLUS
I
GFI band Application Permit (WQ0000838)
1�eviewed by:
I Gebulon, North Carolina 24
Date: March 2023
I Soil Plus Project # 200705.G10

ANMEMO
�11111 J FAr
I 61WO 9i,
1
, a--m
5
WFIR
ME
Z-
A'
5.44 Net A
Legend
............
■ House
0 Well
—0- Ditch
Oil- Stream
F I
Application Boundary
C.
Buffer
Field Boundary
Pond
-- --
'fiProperty
Boundary
400 200 0
400
VIA Slope Buffer
Fee
Scale: 1 inch = 400 feet
ISITE BC - BUFFER MAP FIELD 4 Figure
Drawn by: DM
isoll,
PLUS
I GPI ].and Appkation Permit (WQ0000838)
Reviewed by:
I Zebtilon, North Carolina 25
Date: March 2023
I Soil Plus Project # 200705.G10

N
Legend
House
Well
► Ditch
No- Stream
FQ�Applicatiori Boundary
0 Field Boundary
® Buffer
0 Pond
QProperty Bounda-y
Scale: 1 inch = 400 feet
Drawn by: DM
Reviewed by:
Date: March 2023
r-�
The Compliance Boundary shall be
located 50 feet within the property line
or 250 feet from the edge of the
disposal area, whichever is closer to the
source. The Review Boundary shall be
located halfway in between the property 00 200 0 400
line and the Compliance Boundary.
Fee
jC FIELDS 1-4 BUFFER MAP Figure
SOIL PLUS GFI band Application Permit (WQ0000838)
Spring Hope, North Carolina 26
Soil Plus Project # 200705.G10

N
-r
l\ � .•tea � s
. 9
Fie
P .
Legend
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■ Well
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0- Stream
' ImApplication Boundary
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® Buffer
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0 Property Boundary
Scale: 1 inch = 400 feet
Drawn by: DM
Reviewed by:
Date: March 2023
Field 7
10.45 Gross Ac.
6.11 Net Ac.
oss•Hc
et/A,
Field G.
26.29. Gross
15:32 Net .
r
e
s,
The Compliance Boundary shall be
ti
located 50 feet within the property line
or 250 feet from the edge of the
disposal area, whichever is closer to the
source. The Review Boundary shall be
located halfway in between the property,
line and the Compliance Boundary.
jC FIELDS 6-8 BUFFER MAP Figure
SOIL PLUS I GF1 band application Permit (WQ0000838)
Spring Hope, North Carolina 27
Soil Plus Project # 200705.G10

Drawn by: DM SOIL TS I GFI Land Application Permit (WQ0000838)
Reviewed by:494111spopp-I Aventon, North Carolina 28
Date: November'17 I Soil Plus Project # 200705.D10

Drawn by: DM SO IL PL UTS I GFI Land Application Permit (WQ0000838)
Reviewed by: I Henderson, North Carolina 29
Date: October'17 Soil Plus Project # 200705.D10

S
A c.
Legend
\
❑Application Boundary
❑ Buffer
.
Ditch.
❑ Field Boundary
The Compliance Boundary shall be
House
located 50 feet within the property line
a .
❑ Pond
or 250 feet from the edge of the
❑ Property Boundary
disposal area, whichever is closer to the
source. The Review Boundary shall be b
� Stream
located halfwayin between the property .,
P P 400FMM200 0
400
• Well
line and the Compliance Boundary.
Feet
Scale: 1 inch = 400 feet
Drawn by: DM
TT MJ FIELDS 5-7 BUFFER MAP
SOIL PL T%--J'LQJ I GFI Land Application Permit (WQ0000838)
Figure
Reviewed by:
I Henderson, North Carolina
30
Date: October'17
I Soil Plus Project # 200705.D10

Drawn by: DM SO IL PL UTS I GFI Land Application Permit (WQ0000838)
Reviewed by: I Henderson, North Carolina 31
Date: October'17 I Soil Plus Project # 200705.D10

,'�'a .0'"
State of North Carolina�� S
Department of Environment and Natural Resources
Division of Water Quality
SETBACK WAIVER AGREEMENT ATTACHMENT
For Land Application of Residual Solids (FORM: SWAA 10-06)
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
The Division of Water Quality (Division) will not accept this attachment unless all the instructions are
followed. Failure to submit all required items will lead to additional processing and review time.
For more information, visit our web siteat.hl//h2p,enr,statc.nc,vs/raulmairzhtml
INSTRUCTIONS TO THE APPLICANT:
A. Attachment Form:
✓ Do not submit this attachment forts for review without its corresponding residuals program
application form (FORM: NDRLAP 10-06).
✓ Any changes to this attachment form Will restrlt in the application package being returned.
B. Prepare a separate attachment form for each property from which a waiver from 15A NCAC 2T
.1108(b)(2)(for habitable residences or place of public assembly) is being sought.
✓ Any other setbacks required by 15A NCAC 2T .1108, other than those referenced above, cannot be waived
through execution of this attachment form.
✓ A copy of the completed and appropriately executed attachment form must be provided to the property owner.
AGREEMKNT TO WAIVE THE SETBACK REQUIRED BY 15A NCAC 2T .1106(b)(2)(habitable residences)
The undersigned property owner hereby permits:
Applicant's name: Granville Farms. Inc
Complete mailing address of applicant: P.O. Sox 1396
City.- Oxford State: North Carolina Zip: 27565
Telephone number: 919 690-8000 Facsimile number: 914) 690-1157
E-mail address:
hereinafter referred to as the Permittee, to land apply residuals within 100 feet (i.e., cannot be less than 100
feet) of the residence or place of public assembly located at the following:
Location address of property: 10505 NC Hh�hwa� 39 North
City: Henderson State: North _Caroline Zip: 27537
This Agreement shall remain in effect for the length of the Division of Water Quality's (Division) permit for
the residuals land application program and shall be renewed each time this permit is renewed. In addition,
this Agreement shall only remain in effect for as long as the undersigned property owner owns the property
described herein.
The undersigned property owner agrees to abide by this Agreement until such time as written notification,
given 30 calendar days in advance, modifies or cancels this Agreement.
® I certify that I am a deeded property owner of above -referenced property and am authorized to make decisions
regarding this property on behalf of other deeded property owners, Furthermore, I certify that I have read and
understand this Agreement and do hereby grant permission to the Permittee 'to land apply residuals to land
application site(s) as specified herein.
Property owner name: David M. CoshiIl
Signature: Date: - L1 I I _
-d
r'
FORM: SWAA 10.06 Page I of 1 Attachment Order 3-d

APPENDIX 2
2024 PERMIT MODIFICATION
Granville Farms, Inc. (WQ0000838)
Residual Source Certification Attachment
RS CA
Little Creek RRF
Field Loading Calculations
Analytical

DWR
1?ivWton of hater Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
RESIDUALS SOURCE CERTIFICATION
INSTRUCTIONS FOR FORM: RSC 06-16
Please use the following instructions as a checklist in order to ensure all required items are submitted. Adherence to these
instructions and checking the provided boxes will help produce a quicker review time and reduce the amount of additional
information requested. Failure to submit all of the required items will lead to additional processing and review time for the
permit application. Unless otherwise noted, the Annlicant shall submit one original and two conies of the application and
supporting documentation
For more information, visit the Water Quality Permitting Section's Non -Discharge Permitting Unit
General — This certification provides detailed information of residuals source generating facility and its residuals quality for land
application, distribution, or disposal in accordance with 15A NCAC 02T .1100. Do not submit this certification for review without
a corresponding application form (FORM: RLAP 11-15, FORM: DCAR 11-15, or FORM: SDR 11-15).
Unless otherwise noted, the Applicant shall submit one original and two copies of the application and supporting documentation listed
below.
A. Residuals Source Certification (FORM: RSC 11-15):
❑ Submit the completed and appropriately executed Residuals Source Certification (FORM: RSC 11-15) form. Please do not
make any unauthorized content changes to this form. If necessary for clarity or due to space restrictions, attachments to the
application may be made, as long as the attachments are numbered to correspond to the section and item to which they refer.
❑ For new or renewed permits, submit a separate certification for each source facility.
❑ For modified permits, submit a separate certification for only those facilities that are affected by the proposed modification.
❑ Complete the residuals source facility summary page. List all new, renewed, or modified facilities.
B. Residuals Source -Generating Facility Information:
❑ For each source facility, attach the following:
❑ Vicinity map - A vicinity map that shows the location of the facility and meets all of the criteria in the "Man Guidance for
Residuals Land Annlication Permits".
❑ Process flow diagram and/or narrative - A detailed narrative and/or process flow diagram that describes how the residuals
are to be generated, treated, processed, and stored at the facility.
❑ Quantitative justification for residuals production rate - A quantitative justification for the value provided in Item I. 8.
Ensure that the amount of residuals listed is the maximum amount expected to be generated by the facility for the life of
the permit. In addition, ensure that this amount is equivalent to that which is actually to be land applied, distributed,
and/or disposed, including any chemicals, amendments, or other additives that are added to the residuals during
processing.
❑ Sampling plan - A detailed sampling plan for the residuals source -generating facility. Ensure that the plan identifies
sampling points, sampling frequency, sample type, as well as the Division -certified laboratory to be used. In addition,
ensure that the plan details how the facility and/or the residuals are monitored for any applicable pathogen reduction and
vector attraction reduction requirements. Note that all sampling and monitoring must be completed on the residuals as
they are to be land applied, distributed, and/or disposed.
C. Residuals Quality Information:
❑ For each source facility, attach the following:
❑ Laboratory analytical reports and operational data - reports for all laboratory analyses used to complete this certification.
❑ Documentation that the facility complies and/or the residuals comply with any applicable pathogen reduction and vector
attraction reduction requirements.
❑ For new facility that may have not yet been constructed and analytical results of residuals cannot be obtained, please
attach analytical results of residuals generated from a similar facility along with the description of similarities of the two
facilities.
INSTRUCTIONS FOR FORM: RSC 06-16 Page 1 of 1

RESIDUALS SOURCE FACILITY SUMMARY
Applicant's name: Granville Farms, Inc.
Status Code a Facility Permit Holder Facility Name County Permit Number
M City of Raleigh Little Creek RRF Wake NCO079316
N City of Clinton Norman H. Larkins WPCF Sampson NCO020117
a Status Code for source facility are: ♦ N (New) ♦ R (Renewed) ♦ M (Modified) ♦ D (Deleted)
b The amount of residuals currently permitted for distribution, land application, or disposal (i.e, not applicable to new facility).
Maximum Dry Tons Per Year
Current b Proposed
150 318
0 600
SUMMARY FOR FORM: RSC 06-16 Page 1

DWR
1?ivision of hater Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
RESIDUALS SOURCE CERTIFICATION
FORM: RSC 06-16
L RESIDUALS SOURCE -GENERATING FACILITY INFORMATION (See Instruction B.):
1. Facility Name: Little Creek RRF
2. Facility permit holder is: ❑ Federal, 0 State, 0 Local Government, or 0 Private.
Facility permit issued by: ® Div. of Water Resources, Div. of Environmental Health,
or Ll Other (explain: W).
3. Facility contact person and title: Chris Sauls, Non'lrimscrh=e Superintendent
Complete mailing address: PO Box 590
City: kalei h State: NC Zip: 27602-
Telephone number: [phone] E-mail address: Christopher.Saulsnnxalei2hnc.2ov
4. Facility physical address: 1419 NC HWY 39
City: Zebulon State: NC Zip: 27597-
Coordinates: Latitude: 35' 48' 54" Longitude: 78. 16' 19"
Datum: NAD8 Level of accuracy: Sub -Meter
Method of measurement: GIS
5. Purpose of the facility:
treatment of municipal wastewater, treatment of 100% domestic wastewater,
treatment of potable water, treatment of 100% industrial wastewater,
treatment of industrial wastewater mixed with domestic wastewater,
(approximate percentages: _ % industrial and _ % domestic)
other (explain: _ ).
6. Does the facility have an approved pretreatment program: Yes ❑ No
7. Facility permitted/design flow: 0 MGD and facility average daily flow: 0.85 MGD
8. Average amount of residuals being generated at this facility E dry tons per year.
9. Specify the following regarding treatment and storage volumes available at the facility:
Type and volume of residuals treatment: R5 MG Tertiarv/Aeration Basin
Type and volume of residuals storage (i.e., outside of residuals treatment units): 0.9 MG Concrete Lagoon
II. RESIDUALS QUALITY INFORMATION (See Instruction C.):
1. Specify if residuals are regulated under:
40 CFR Part 503 or 40 CFR Part 257.
Note: Only residuals that are generated during domestic/municipal wastewater treatment processes are regulated under 40
CFR Part 503, otherwise, the residuals are regulated under 40 CFR Part 257.
2. Specify if residuals are defined under 15A NCAC 02T.1102(6) as:
Biological E Non -Biological
Note: Biological residuals are residuals that have been generated during the treatment of domestic wastewater, animal
processing wastewater, or the biological treatment of industrial wastewater (biological treatment is a system that utilizes
biological processes including lagoons, activated sludge systems, extended aeration systems, and fixed film systems).
FORM: RSC 06-16 Page 1 of 5

3. Hazardous Waste Determination:
Complete the following to demonstrate that the residuals are non -hazardous under
RCRA: (Note - this item does not have to be completed for facilities
that are less than 0.5 MGD in design flow that treat
100% non -municipal, domestic wastewater only)
a. Are the residuals listed in 40 CFR
§261.31-§261.33: 0 yes
® no.
If yes, list the number(s): _
b. Specify whether or not the residuals exhibit any of the characteristics defined by 40 CFR §261.21-
261.24: P yes U no.
Fill in the following tables with the results of the latest toxicity
characteristic leaching procedure (TCLP) analysis as
well as those for corrosivity, ignitability, and reactivity:
Laboratory: face Analvtic and Date of analysis:
Passed corrosivity test: yes
no. pH: 6.6 s.u. (2 < pH < 12.5)
Passed ignitability test: yes
no. Flashpoint:
= OF (> 140°F)
Passed reactivity test: Eyes Ono. HCN: <31.2 mg/kg (<250) & H2S: - mg/kg (<500)
TCLP Parameter
Limit Result
TCLP Parameter
Limit
Result
(mg17) (mg17)
(mg17)
(mg17)
Arsenic
5.0 <0.10
Hexachlorobenzene
0.13
<0.05
Barium
100.0 <0.10 Hexachloro-1,3-Butadiene
0.5
<0.05
Benzene
0.5 <0.1
Hexachloroethane
3.0
<0.05
Cadmium
1.0 <0.010
Lead
5.0
<0.10
Carbon Tetrachloride
0.5 <0.1
Lindane
0.4
<0.0005
Chlordane
0.03 <0.003
Mercury
0.2
<0.0020
Chlorobenzene
100.0 <0.1
Methoxychlor
10.0
<1.0
Chloroform
6.0 <0.1
Methyl Ethyl Ketone
200.0
<0.2
Chromium
5.0 <0.050
Nitrobenzene
2.0
<0.05
m-Cresol
200.0 <0.05
Pentachlorophenol
100.0
<0.1
o-Cresol
200.0 <0.05
Pyridine
5.0
<0.05
p-Cresol
200.0 <0.05
Selenium
1.0
<0.15
Cresol
200.0 <0.1
Silver
5.0
<0.050
2,4-D
10.0 <0.00200
Tetrachloroethylene
0.7
<0.1
1,4-Dichlorobenzene
7.5 <0.05
Toxaphene
0.5
<0.003
1,2-Dichloroethane
0.5 <0.1
Trichloroethylene
0.5
<0.1
1,1-Dichloroethylene
0.7 <0.1
2,4,5-Trichlorophenol
400.0
<0.05
2,4-Dinitrotoluene
0.13 <0.05
2,4,6-Trichlorophenol
2.0
<0.05
Endrin
0.02 <0.0005
2,4,5-TP (Silvex)
1.0
<0.00200
Heptachlor and its Hydroxide
0.008 <0.0005
Vinyl Chloride
0.2
<0.1
FORM: RSC 06-16 Page 2 of 5

4. Metals Determination: Complete one of the following tables (i.e., as applicable) to demonstrate that the residuals do not
violate the ceiling concentrations for metals regulated under 15A NCAC 02T .1105.
a. For Distribution/Land Application: Fill in the following table with the results of the latest analyses (i.e., on a dry weight
basis) for the following metal parameters:
Laboratory: Meritech. Inc. and Date of analysis:
Parameter
Ceiling
Monthly Average
Result
Concentration Limits
Concentration Limits
(ClassA & ClassB)
(Class A Only)
(mglkg)
(mglkg)
(mglkg)
Arsenic
75
41
<1.57
Cadmium
85
39
0.366
Copper
4,300
1,500
162
Lead
840
300
5.62
Mercury
57
17
0.095
Molybdenum
75
n/a
3.50
Nickel
420
420
9.56
Selenium
100
100
<1.57
Zinc
7,500
2,800
322
b. For Surface Disposal Unit (landfill): Fill in the following table with the results of the latest analyses (i.e., on a dry weight
basis) for the following metal parameters:
Laboratory: = and Date of analysis: =
Distance from Disposal
Unit to Boundary to
Closest Property Line
(meters, check one)
❑ >0but <25
❑ > 25 but < 50
❑ >50but <75
❑ > 75 but < 100
❑ > 100 but < 125
> 125
Result (mg/kg)
Arsenic
Chromium
Nickel
(mglkg)
(mg1kg)
(mglkg)
30
200
210
34
220
240
39
260
270
46
300
320
53
360
390
62
450
420
FORM: RSC 06-16 Page 3 of 5

5. Nutrient/Micronutrient Determination: Complete the following:
a. Total solids: M %.
b. Fill in the following table with the results of the latest analyses (i.e., on a dry weight basis) for the following nutrient and
micronutrient parameters:
Laboratory:14eritech_ Inc. and Date of analysis:
Parameter Result
(mg1kg)
Aluminum 26,300
Ammonia -Nitrogen 2,980
Calcium 12,400
Magnesium 2,450
Nitrate -Nitrite Nitrogen <315
pH (Standard Unit) 7.00
Phosphorus 29,600
Potassium 3,850
Sodium 2,120
Total Kjeldahl Nitrogen 62,600
c. Using the results listed in Item IL 5b. above, calculate the sodium adsorption ration (SAR):
[Note: If residuals contain SAR of 10 or higher, the applicant shall obtain recommendations from the local Cooperative
Extension Office, the Department of Agriculture and Consumer Services, the Natural Resource Conservation Service, a
North Carolina Licensed Soil Scientist, or an agronomist, prior to land application of residuals. The recommendations shall
address the sodium application rate, soil amendments (e.g., gypsum, etc.), or a mechanism for maintaining site integrity
and conditions conducive to crop growth].
d. Specify the mineralization rate to be used in calculating the plant available nitrogen (PAN) of the residuals: 30 %. This
rate is a (check one): JJ default value, or ❑ actually established.
If the residuals are not generated from the treatment of municipal or domestic wastewater, ex lain or provide technical
justification as to why the selected default value is appropriate to be applied to these residuals: ia
e. Calculate the PAN for the residuals (i.e., on a dry weight basis) and fill the results in the following table:
Application Method First (11) Year PAN Five -Year
Maximum Adjusted PAN
(mg1kg) (mg/kg)
Surface 19,691 30,737
Injection/Incorporation 21,181 31,843
6. Other Pollutants Determination: Specify whether or not there are any other pollutants of concern in the residuals and provide
the results of the latest analyses: None Known
FORM: RSC 06-16 Page 4 of 5

7. Pathogen Reduction: Per 15A NCAC 02T.1106, specify how residuals will meet the pathogen reduction requirements:
a. For Distribution/Land Application of Class A or Eauivalent:
rJ A fecal coliform density that is demonstrated to be less than 1,000 MPN per gram of total dry solids,
or
JJ A salmonella sp. density that is demonstration to be less than 3 MPN per 4 grams of total dry solids.
AND one of the followings (except for non -biological residuals):
14 Alternative 1 [15A NCAC 02T.I 106(b)(3)(A)] - Time/Temperature Compliance.
EJ Alternative 2 [15A NCAC 02T.I 106(b)(3)(13)] - Alkaline Treatment.
Alternative 3 [15A NCAC 02T. 1106(b)(3)(C)] - Prior Testing for Enteric Virus/Viable Helminth Ova.
E] Alternative 4 [15A NCAC 02T. 1106(b)(3)(D)] - No Prior Testing for Enteric Virus/Viable Helminth Ova.
Alternative 5 [15A NCAC 02T.1106(b)(3)(E)-(K)] - Process to Further Reduce Pathogens (PFRP).
Specify one: composting, 4 heat drying, 71 heat treatment,
thermophilic aerobic digestion, ❑ beta ray irradiation,
gamma ray irradiation, or ❑ pasteurization.
b. For Land Application of Class B:
Alternative 1 [15A NCAC 02T.I 106(c)(1)] - Fecal Coliform Density Demonstration.
Alternative 2 [15A NCAC 02T.I 106(c)(2)] - Process to Significantly Reduce Pathogens (PSRP).
Specify one: ❑ aerobic digestion, I
air drying, ❑ anaerobic digestion,
El composting, or lime stabilization.
c. For Surface Disposal:
9 Select One of the Class A or Equivalent Pathogen Reduction Alternatives in Item II.7a. above.
J Select One of the Class B or Equivalent Pathogen Reduction Alternatives in Item II. 7b. above.
J Exempt -If Daily Cover Alternative is chosen in Item II.8. below [15A NCAC 02T.1106(a)(2)].
J Not Applicable - Non -Biological Residuals with NO Domestic Wastewater Contribution.
8. Vector Attraction Reduction (VAR): Per 15A NCAC 02T.1107. specify how residuals will meet the VAR requirements:
Alternative 1 [15A NCAC 02T.1107(a)(1)] - 38% Volatile Solids Reduction (Aerobic/Anaerobic Digestion).
Alternative 2 [15A NCAC 02T.I 107(a)(2)] - 40-Day Bench Scale Test (Anaerobic Digestion).
Alternative 3 [15A NCAC 02T.I 107(a)(3)] - 30-Day Bench Scale Test (Aerobic Digestion).
E] Alternative 4 [15A NCAC 02T.I 107(a)(4)] - Specific Oxygen Uptake Rate Test (Aerobic Digestion).
E] Alternative 5 [15A NCAC 02T.I 107(a)(5)] - 14-Day Aerobic Processes.
E] Alternative 6 [15A NCAC 02T.I 107(a)(6)] - Alkaline Stabilization.
E] Alternative 7 [15A NCAC 02T.I 107(a)(7)] - Drying of Stabilized Residuals.
E] Alternative 8 [15A NCAC 02T.I 107(a)(8)] - Drying of Unstabilized Residuals.
Alternative 9 [15A NCAC 02T.I 107(a)(9)] - Injection.
Alternative 10 [15A NCAC 02T.I107(a)(10)] - Incorporation.
q Alternative for Surface Disposal Units Only - Soil/Other Material Cover [15A NCAC 02T.I 107(b)(2)].
id Not Applicable - Non -Biological Residuals with NO Domestic Wastewater Contribution.
Note: For animal processing residuals, only alternatives 9 or 10 may be chosen due to the nuisance conditions that typically
occur when these residuals are applied and left on the land surface.
FORM: RSC 06-16 Page 5 of 5

AGMAN FIELD LOADING ESTIMATES
0
Facility Little Creek RRF
Sample Date 2/13/2024
Solids 3.17
Mineralization Rate 0.3
Gallons per DT 7,564.93
pH 7
Sodium Absorpotion 0.81 <5.0 Safe
5.0 - 10.0 Careful Management >15.0 Do
Not Land Apply
Ratio
NITROGEN APPLICATION
NUTRIENT APPLICATION
TKN (mg/kg) 62,600
lbs./1,000 gal 16.55
Potassium lbs./1,000 gal 1.02
Ammonia Nitrogen (mg/kg 2,980.00
lbs./1,000 gal 0.79
Phosphorus lbs./1,000 gal 7.83
Nitrate -Nitrite (mg/kg) 315.00
lbs./1,000 gal 0.08
Calcium lbs./1,000 gal 3.28
PLANT AVAILABLE NITROGEN SURFACE APPLIED
Magnesium lbs./1,000 gal 0.65
PAN (mg/kg) 19,691
lbs./1,000 gal 5.21
Manganese lbs./1,000 gal
PLANT AVAILABLE NITROGEN INJECTED/INCORPORATED APPLIED
Sulfur lbs./1,000 gal
PAN (mg/kg) 21,181
lbs./1,000 gal 5.60
Molybdenum lbs./1,000 gal 0.00
Volatization Rate= 0.5 Surface Application
1.0 Injection/Incorporation
EPA METAL LIMITS
Ceiling Conc.
Limit (mg/kg) HEAVY
METAL CONCENTRATION
HEAVY METAL LOADING
75
Arsenic (mg/kg) 1.57
Arsenic lbs./1,000 gal 0.00
85
Cadmium (mg/kg) 0.37
Cadmium lbs./1,000 gal 0.00
4,300
Copper (mg/kg) 162.00
Copper lbs./1,000 gal 0.04
840
Lead (mg/kg) 5.62
Lead lbs./1,000 gal 0.00
57
Mercury (mg/kg) 0.10
Mercury lbs./1,000 gal 0.00
420
Nickel (mg/kg) 9.56
Nickel lbs./1,000 gal 0.00
100
Selenium (mg/kg) 1.57
Selenium lbs./1,000 gal 0.00
7,500
Zinc (mg/kg) 322.00
Zinc lbs./1,000 gal 0.09
RESIDUAL NITROGEN CALCULATION
Surface Application
Injection/Incorporation Application
Remaining
Remaining
Organic
Organic
PAN PAN Nitrogen
TKN (mg/kg) (lbs/DT) (mg/kg)
PAN PAN Nitrogen
TKN (mg/kg) (lbs/DT) (mg/kg)
Equations
1 st Year 62,600 19,691 39.38 42,909
62,600 21,181 42.36 41,419
1 st Yr. PAN (mg/kg)-(MR x (TKN-NH3))+(VR x NH3)+NOx
2nd Year 42,909 6,436 12.87 36,473
41,419 6,213 12.43 35,206
2nd Yr PAN (mg/kg)- 2nd Yr. TKN x (MR/2)
3rd Year 36,473 2,735 5.47 33,737
35,206 2,640 5.28 32,566
3rd Yr PAN (mg/kg)- 3rd Yr. TKN x (MR/4)
4th Year 33,737 1,265 2.53 32,472
32,566 1,221 2.44 31,344
4th Yr PAN (mg/kg)- 4th Yr. TKN x (MR/8)
5th Year 32,472 609 1.22 31,863
31,344 588 1.18 30,757
5th Yr PAN (mg/kg)- 5th Yr. TKN x (MR/16)
Total 30,737 61.47
Total 31,843 63.69

Contact: Drew Matthews
Client: Soil Plus
P.O. Box 1396
Oxford, NC 27565
Meritech Work Order # 021324146
Meritech, Inc.
Environmental Laboratory
Laboratory Certification No.165
Sample: LC 021324 Grab
Report Date: 2/27/2024
Project: Little Creek
Date Sample Rcvd: 2/13/20Z4
2/13/24
Parameters
Results
Analvsis Date
ReDortin LE imit
Method
%Total Solids
3.17 %
2/15/24
0-100 %
SM 2540B
Ammonia, Nitrogen
2,980 mg/kg
2/15/24
10 mg/kg
EPA 350.1
TKN
62,600 mg/kg
2/19/24
20 mg/kg
EPA 351.1
Nitrate/Nitrite, Nitrogen
<315 mg/kg
2/14/24
315 mg/kg
EPA 353.2
Aluminum, total
26,300 mg/kg
2/14/24
2.50 mg/kg
EPA 200.7
Arsenic, total
<1.57 mg/kg
2/14/24
1.57 mg/kg
EPA 200.7
Cadmium, total
0.366 mg/kg
2/14/24
0.100 mg/kg
EPA 200.7
Calcium, total
12,400 mg/kg
2/14/24
5.0 mg/kg
EPA 200.7
Copper, total
162 mg/kg
2/14/24
0.100 mg/kg
EPA 200.7
Lead, total
5.62 mg/kg
2/14/24
0.500 mg/kg
EPA 200.7
Magnesium, total
2,450 mg/kg
2/14/24
5.00 mg/kg
EPA 200.7
Mercury, total
0.095 mg/kg
2/20/24
0.02 mg/kg
EPA 245.1
Molybdenum, total
3.50 mg/kg
2/14/24
0.250 mg/kg
EPA 200.7
Nickel, total
9.56 mg/kg
2/14/24
0.500 mg/kg
EPA 200.7
Phosphorus, total
29,600 mg/kg
2/14/24
1.00 mg/kg
EPA 200.7
Potassium, total
3,850 mg/kg
2/14/24
10.0 mg/kg
EPA 200.7
Selenium, total
<1.57 mg/kg
2/14/24
1.57 mg/kg
EPA 200.7
Sodium, total
2,120 mg/kg
2/14/24
10.0 mg/kg
EPA 200.7
Zinc, total
322 mg/kg
2/14/24
0.500 mg/kg
EPA 200.7
pH
7.00 S.U.
2/16/24
1.0 - 14.0 S.U.
SM 4500-HB
I hereby certify that I have reviewed and approve these data. J
Laboratory Representative
642 Tamco Road, Reidsville, North Carolina 27320
tel.[phone] fax.[phone]

3-2G20� Chain of Custody Record (COC)
ERITECH, INC,
A.
.T
ENVIRONMENTAL LABORATORIES
642 Tamco Rd- Phone, 336-342--4748
Reidsville ANC 27320 Fax: [phone]
Email: [e-mail]
women ecl
S'
Sample Location and/or ID #
Da(
Lc od t3o,q a 33
Client: Soil Plus
Address: PO Box 1396
Oxford, NC 27565
N PDES#:
Phone: [phone]
rax: 919-690-1157
Email: [e-mail]
Project: -+ ffrr, C rr 1C
P.O.#:
Attention: Turn Around Time*
*RUSH work needs prior approval,
—
absaco" a
- - - -r Fax, Mail
Stdhodays)
Circle all that apply: Email (preferred'),
3-s Days
imp�ttng Dates & Times
Start End
Time Date Time
Person Taking Sample (Sign/Print)Lab
US
Comp? # of
crab? Cont. Test(s) Required
On Ice?
Yes / No
�L(i ; aSlr}rt
l v 3
Residual Analysis (AI, Ammonia-N, As, Cd, Ca, Cu, Pb,
l
Mg, Hg, Mo, Ni, Nitrate -nitrite N, %TS, pH, P, K, Se,
Na, TKN, Zn)
1
i
Temper
14 Rec
7e- ^A Hre
Only
pH OK?
Cl OK?
-ure Upon
>ipt:
Method *** Dechlorination (<0.5 opm) of Ammonia, Cyanide, Phenol and TKN samples must be done in the field prior to preservation. -44
Comments: Cornpositor #
Shinment. Please report Residual Analysis results in mg/kg
upS
Please email results to [e-mail]
Fed Ex
Are these results for regulatory purposes? Yes il�'�
No
Jug # —
results in: mg/L Qf mg/kg ug/L
Relinquished'oy / _ _ 5p
Hand Delivery�"`�y"'�- P�-��
Dater-13 Time:
i�i Receive
Other Relinquish
jlte: -Fime_
Received by:
�—
Date:
Time:
Relirquisned y:
Date- Tme:
Received by La
1Lhn �
1 Date:
Z�(�'�y
Time:L-
/
- - J

Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
February 22, 2024
Kelvin Brown
City of Raleigh- Little Creek
1419 Hwy, 39
Zebulon, NC 27597
RE: Project: TCLP
Pace Project No.: 92713193
Dear Kelvin Brown:
Enclosed are the analytical results for sample(s) received by the laboratory on February 13, 2024. The results relate only
to the samples included in this report. Results reported herein conform to the applicable TNI/NELAC Standards and the
laboratory's Quality Manual, where applicable, unless otherwise noted in the body of the report.
The test results provided in this final report were generated by each of the following laboratories within the Pace Network:
• Pace National - Mt. Juliet
• Pace Analytical Services -Asheville
• Pace Analytical Services - Charlotte
• Pace Analytical Services - Ormond Beach
• Pace Analytical Services - Greensburg
If you have any questions concerning this report, please feel free to contact me.
Sincerely,
Jonathan W Biddix
[e-mail]
704-977-0978
Project Manager
Enclosures
cc: Jennifer Holmes, City of Raleigh -Little Creek WWTP
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Page 1 of 25

Project: TCLP
Pace Project No.: 92713193
Pace Analytical Services Pennsylvania
1638 Roseytown Rd Suites 2,3&4, Greensburg, PA 15601
ANAB DOD-ELAP Rad Accreditation #: L2417
ANABISO/IEC 17025:2017 Rad Cert#: L24170
Alabama Certification #: 41590
Arizona Certification #: AZ0734
Arkansas Certification
California Certification #: 2950
Colorado Certification #: PA01547
Connecticut Certification #: PH-0694
EPA Region 4 DW Rad
Florida/TNI Certification #: E87683
Georgia Certification #: C040
Guam Certification
Hawaii Certification
Idaho Certification
Illinois Certification
Indiana Certification
Iowa Certification #: 391
Kansas Certification #: E-10358
Kentucky Certification #: KY90133
KY WW Permit #: KY0098221
KY WW Permit #: KY0000221
Louisiana DHH/TNI Certification #: LA010
Louisiana DEQ/TNI Certification #: 04086
Maine Certification #: 2023021
Maryland Certification #: 308
Massachusetts Certification #: M-PA1457
Michigan/PADEP Certification #: 9991
Pace Analytical Services Ormond Beach
8 East Tower Circle, Ormond Beach, FL 32174
Alaska DEC- CS/UST/LUST
Alabama Certification #: 41320
California Certification# 3096
Colorado Certification: FL NELAC Reciprocity
Connecticut Certification #: PH-0216
Delaware Certification: FL NELAC Reciprocity
DoD-ANAB #:ADE-3199
Florida Certification #: E83079
Georgia Certification #: 955
Guam Certification: FL NELAC Reciprocity
Hawaii Certification: FL NELAC Reciprocity
Illinois Certification #: 200068
Indiana Certification: FL NELAC Reciprocity
Kansas Certification #: E-10383
Kentucky Certification #: 90050
Louisiana Certification #: FL NELAC Reciprocity
Louisiana Environmental Certificate #: 05007
Maine Certification #: FLO1264
Maryland Certification: #346
Massachusetts Certification #: M-FL1264
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
CERTIFICATIONS
Missouri Certification #: 235
Montana Certification #: Cert0082
Nebraska Certification #: NE-OS-29-14
Nevada Certification #: PAO14572023-03
New Hampshire/TNI Certification #: 297622
New Jersey/TNI Certification #: PA051
New Mexico Certification #: PA01457
New York/TNI Certification #: 10888
North Carolina Certification #: 42706
North Dakota Certification #: R-190
Ohio EPA Rad Approval: #41249
Oregon/TNI Certification #: PA200002-015
Pennsylvania/TNI Certification #: 65-00282
Puerto Rico Certification #: PA01457
Rhode Island Certification #: 65-00282
South Dakota Certification
Tennessee Certification #: TN02867
Texas/TNI Certification #: T104704188-22-18
Utah/TNI Certification #: PA014572223-14
USDA Soil Permit #: 525-23-67-77263
Vermont Dept. of Health: ID# VT-0282
Virgin Island/PADEP Certification
Virginia/VELAP Certification #: 460198
Washington Certification #: C868
West Virginia DEP Certification #: 143
West Virginia DHHR Certification #: 9964C
Wisconsin Approve List for Rad
Michigan Certification #: 9911
Mississippi Certification: FL NELAC Reciprocity
Missouri Certification #: 236
Montana Certification #: Cert 0074
Nebraska Certification: NE-OS-28-14
New Hampshire Certification #: 2958
New Jersey Certification #: FL022
New York Certification #: 11608
North Carolina Environmental Certificate #: 667
North Carolina Certification #: 12710
North Dakota Certification #: R-216
Ohio DEP 87780
Oklahoma Certification #: D9947
Pennsylvania Certification #: 68-00547
Puerto Rico Certification #: FLO1264
South Carolina Certification: #96042001
Tennessee Certification #: TN02974
Texas Certification: FL NELAC Reciprocity
US Virgin Islands Certification: FL NELAC Reciprocity
Virginia Environmental Certification #: 460165
West Virginia Certification #: 9962C
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC. Page 2 of 25

Project: TCLP
Pace Project No.: 92713193
Pace Analytical Services Ormond Beach
Wisconsin Certification #: 399079670
Pace Analytical Services National
12065 Lebanon Road, Mt. Juliet, TN 37122
Alabama Certification #: 40660
Alaska Certification 17-026
Arizona Certification #: AZ0612
Arkansas Certification #: 88-0469
California Certification #: 2932
Canada Certification #: 1461.01
Colorado Certification #: TN00003
Connecticut Certification #: PH-0197
DOD Certification: #1461.01
EPA# TN00003
Florida Certification #: E87487
Georgia DW Certification #: 923
Georgia Certification: NELAP
Idaho Certification #: TN00003
Illinois Certification #: 200008
Indiana Certification #: C-TN-01
Iowa Certification #: 364
Kansas Certification #: E-10277
Kentucky UST Certification #: 16
Kentucky Certification #: 90010
Louisiana Certification #: A130792
Louisiana DW Certification #: LA180010
Maine Certification #: TN0002
Maryland Certification #: 324
Massachusetts Certification #: M-TNO03
Michigan Certification #: 9958
Minnesota Certification #: 047-999-395
Mississippi Certification #: TN00003
Missouri Certification #: 340
Montana Certification #: CERT0086
Nebraska Certification #: NE-OS-15-05
Pace Analytical Services Charlotte
South Carolina Laboratory ID: 99006
9800 Kincey Ave. Ste 100, Huntersville, NC 28078
North Carolina Drinking Water Certification #: 37706
North Carolina Field Services Certification #: 5342
North Carolina Wastewater Certification #: 12
South Carolina Laboratory ID: 99006
Pace Analytical Services Asheville
CERTIFICATIONS
Wyoming (EPA Region 8): FL NELAC Reciprocity
Nevada Certification #: TN-03-2002-34
New Hampshire Certification #: 2975
New Jersey Certification #: TNO02
New Mexico DW Certification
New York Certification #: 11742
North Carolina Aquatic Toxicity Certification #: 41
North Carolina Drinking Water Certification #: 21704
North Carolina Environmental Certificate #: 375
North Dakota Certification #: R-140
Ohio VAP Certification #: CL0069
Oklahoma Certification #: 9915
Oregon Certification #: TN200002
Pennsylvania Certification #: 68-02979
Rhode Island Certification #: LA000356
South Carolina Certification #: 84004
South Dakota Certification
Tennessee DW/Chem/Micro Certification #: 2006
Texas Mold Certification #: LABO152
Texas Certification #: T 104704245-17-14
USDA Soil Permit #: P330-15-00234
Utah Certification #: TN00003
Vermont Dept. of Health: ID# VT-2006
Virginia Certification #: VT2006
Virginia Certification #: 460132
Washington Certification #: C847
West Virginia Certification #: 233
Wisconsin Certification #: 998093910
Wyoming UST Certification #: via A21-A 2926.01
A21-A-IS0 17025 Certification #: 1461.01
A2LA-ISO 17025 Certification #: 1461.02
AIHA-LAP/LLC EMLAP Certification #:100789
South Carolina Certification #: 99006001
South Carolina Drinking Water Cert. #: 99006003
Florida/NELAP Certification #: E87627
Kentucky UST Certification #: 84
Louisiana DoH Drinking Water#: LA029
Virginia/VELAP Certification #: 460221
2225 Riverside Drive, Asheville, NC 28804 South Carolina Laboratory ID: 99030
Florida/NELAP Certification #: E87648 South Carolina Certification #: 99030001
North Carolina Drinking Water Certification #: 37712 Virginia/VELAP Certification #: 460222
North Carolina Wastewater Certification #: 40
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 3 of 25

Project: TCLP
Pace Project No.: 92713193
Lab ID Sample ID
92713193001 LCS020724
PAN = Pace National - Mt. Juliet
PASI-A = Pace Analytical Services - Asheville
PASI-C = Pace Analytical Services - Charlotte
PASI-O = Pace Analytical Services - Ormond Beach
PASI-PA = Pace Analytical Services - Greensburg
SAMPLE ANALYTE COUNT
Method
EPA 8151 A
EPA 8081 B
EPA 6010
EPA 7470
EPA 8270E
EPA 8260D
SM 254OG-2015
EPA 1010B
EPA 9045D
EPA 9014
SM 4500-S2-F-2011
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Analytes
Analysts Reported Laboratory
LTB
3
PAN
SEM
9
PASI-C
AAM1
7
PASI-O
JNK
1
PASI-O
PKS
18
PASI-C
SAS
14
PASI-C
AJG
1
PASI-PA
SMS
1
PASI-A
YEG
1
PASI-A
PAS
1
PASI-PA
PAS
1
PASI-PA
Page 4 of 25

Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
ANALYTICAL RESULTS
Project: TCLP
Pace Project No.: 92713193
Sample: LCS020724
Lab ID: 92713193001 Collected: 02/13/24 09:00
Received: 02/13/24 10:18 Matrix: Solid
Results reported on a "wet -weight"
basis
Parameters
Results Units Report Limit DF
Prepared
Analyzed
CAS No. Qual
Chlorinated Herb. (GC) 8151A
Analytical Method: EPA8151A Preparation Method: 8151A
Leachate Method/Date: 1311; 02/16/24 10:19 Initial pH:
9.1; Final pH: 5.42
Pace National - Mt. Juliet
2,4,5-TP (Silvex)
ND mg/L 0.00200 1
02/20/24 14:29
02/22/24 08:47
93-72-1
2,4-D
ND mg/L 0.00200 1
02/20/24 14:29
02/22/24 08:47
94-75-7
Surrogates
2,4-DCAA (S)
52.0 % 14.0-158 1
02/20/24 14:29
02/22/24 08:47
19719-28-9
8081 TCLP Pesticides RVE
Analytical Method: EPA 8081 B Preparation Method: EPA 3510C
Leachate Method/Date: EPA 1311; 02/14/24 10:30 Initial pH: 8.43; Final
pH: 5
Pace Analytical Services - Charlotte
gamma-BHC (Lindane)
ND ug/L 0.50 1
02/15/24 16:31
02/19/24 14:38
58-89-9
Chlordane (Technical)
ND ug/L 3.0 1
02/15/24 16:31
02/19/24 14:38
57-74-9
Endrin
ND ug/L 0.50 1
02/15/24 16:31
02/19/24 14:38
72-20-8
Heptachlor
ND ug/L 0.50 1
02/15/24 16:31
02/19/24 14:38
76-44-8
Heptachlor epoxide
ND ug/L 0.50 1
02/15/24 16:31
02/19/24 14:38
1024-57-3
Methoxychlor
ND ug/L 1000 1
02/15/24 16:31
02/19/24 14:38
72-43-5
Toxaphene
ND ug/L 3.0 1
02/15/24 16:31
02/19/24 14:38
8001-35-2
Surrogates
Decachlorobiphenyl (S)
107 % 19-200 1
02/15/24 16:31
02/19/24 14:38
2051-24-3
Tetrachloro-m-xylene (S)
107 % 10-137 1
02/15/24 16:31
02/19/24 14:38
877-09-8
6010 MET ICP, TCLP
Analytical Method: EPA 6010 Preparation Method: EPA 3010
Leachate Method/Date: EPA 1311; 02/20/24 12:41
Pace Analytical Services - Ormond Beach
Arsenic
ND mg/L 0.10 1
02/21/24 09:45
02/21/24 15:05
7440-38-2
Barium
ND mg/L 0.10 1
02/21/24 09:45
02/21/24 15:05
7440-39-3
Cadmium
ND mg/L 0.010 1
02/21/24 09:45
02/21/24 15:05
7440-43-9
Chromium
ND mg/L 0.050 1
02/21/24 09:45
02/21/24 15:05
7440-47-3
Lead
ND mg/L 0.10 1
02/21/24 09:45
02/21/24 15:05
7439-92-1
Selenium
ND mg/L 0.15 1
02/21/24 09:45
02/21/24 15:05
7782-49-2
Silver
ND mg/L 0.050 1
02/21/24 09:45
02/21/24 15:05
7440-22-4
7470 Mercury, TCLP
Analytical Method: EPA 7470 Preparation Method: EPA 7470
Leachate Method/Date: EPA 1311; 02/20/24 12:41
Pace Analytical Services - Ormond Beach
Mercury
ND mg/L 0.0020 1
02/21/24 08:58
02/21/24 11:49
7439-97-6
8270E TCLP RVE
Analytical Method: EPA 8270E Preparation Method: EPA 3510C
Leachate Method/Date: EPA 1311; 02/14/24 10:30 Initial pH: 8.43; Final
pH: 5
Pace Analytical Services - Charlotte
1,4-Dichlorobenzene
ND ug/L 50.0 1
02/15/24 17:09
02/16/24 20:18
106-46-7
2,4-Dinitrotoluene
ND ug/L 50.0 1
02/15/24 17:09
02/16/24 20:18
121-14-2
Hexachloro-1,3-butadiene
ND ug/L 50.0 1
02/15/24 17:09
02/16/24 20:18
87-68-3
Hexachlorobenzene
ND ug/L 50.0 1
02/15/24 17:09
02/16/24 20:18
118-74-1
Hexachloroethane
ND ug/L 50.0 1
02/15/24 17:09
02/16/24 20:18
67-72-1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 02/22/2024 03:24 PM without the written consent of Pace Analytical Services, LLC.
Page 5 of 25

Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
ANALYTICAL RESULTS
Project: TCLP
Pace Project No.: 92713193
Sample: LCS020724 Lab ID: 92713193001 Collected: 02/13/24 09:00 Received: 02/13/24 10:18 Matrix: Solid
Results reported on a "wet -weight" basis
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
F3,4411ME ice] IaAN=
2-Methyl phenol(o-Cresol)
3&4-Methylphenol (m&p Cresol)
Nitrobenzene
Pentachlorophenol
Pyridine
2,4,5-Trichlorophenol
2,4,6-Trichlorophenol
Surrogates
Nitrobenzene-d5 (S)
2-Fluorobiphenyl (S)
Terphenyl-d14 (S)
Phenol-d6 (S)
2-Fluorophenol (S)
2,4,6-Tribromophenol (S)
8260D MSV TCLP
Benzene
2-Butanone (MEK)
Carbon tetrachloride
Chlorobenzene
Chloroform
1,4-Dichlorobenzene
1,2-Dichloroethane
1,1-Dichloroethene
Tetrachloroethene
Trichloroethene
Vinyl chloride
Surrogates
1,2-Dichloroethane-d4 (S)
Toluene-d8 (S)
4-Bromofluorobenzene (S)
Percent Moisture
Percent Moisture
1010 Flashpoint,Closed Cup
Flashpoint
Date: 02/22/2024 03:24 PM
Analytical Method: EPA 8270E Preparation Method: EPA 3510C
Leachate Method/Date: EPA 1311; 02/14/24 10:30
Initial
pH: 8.43; Final
pH: 5
Pace Analytical
Services - Charlotte
ND
ug/L
50.0
1
02/15/24 17:09
02/16/24 20:18
95-48-7
ND
ug/L
50.0
1
02/15/24 17:09
02/16/24 20:18
15831-10-4
ND
ug/L
50.0
1
02/15/24 17:09
02/16/24 20:18
98-95-3
ND
ug/L
100
1
02/15/24 17:09
02/16/24 20:18
87-86-5
ND
ug/L
50.0
1
02/15/24 17:09
02/16/24 20:18
110-86-1
ND
ug/L
50.0
1
02/15/24 17:09
02/16/24 20:18
95-95-4
ND
ug/L
50.0
1
02/15/24 17:09
02/16/24 20:18
88-06-2
100
%
10-133
1
02/15/24 17:09
02/16/24 20:18
4165-60-0
95
%
10-130
1
02/15/24 17:09
02/16/24 20:18
321-60-8
127
%
10-193
1
02/15/24 17:09
02/16/24 20:18
1718-51-0
57
%
10-130
1
02/15/24 17:09
02/16/24 20:18
13127-88-3
78
%
10-130
1
02/15/24 17:09
02/16/24 20:18
367-12-4
104
%
10-166
1
02/15/24 17:09
02/16/24 20:18
118-79-6
Analytical Method: EPA 8260D Leachate Method/Date: EPA 1311; 02/16/24 12:42
Pace Analytical Services - Charlotte
ND
ug/L
100
20
02/19/2415:58
71-43-2
ND
ug/L
200
20
02/19/2415:58
78-93-3
ND
ug/L
100
20
02/19/2415:58
56-23-5
ND
ug/L
100
20
02/19/2415:58
108-90-7
ND
ug/L
100
20
02/19/2415:58
67-66-3
ND
ug/L
100
20
02/19/2415:58
106-46-7
ND
ug/L
100
20
02/19/2415:58
107-06-2
ND
ug/L
100
20
02/19/2415:58
75-35-4
ND
ug/L
100
20
02/19/2415:58
127-18-4
ND
ug/L
100
20
02/19/2415:58
79-01-6
ND
ug/L
100
20
02/19/2415:58
75-01-4
115 % 70-130 20
101 % 70-130 20
100 % 70-130 20
Analytical Method: SM 2540G-2015
Pace Analytical Services - Greensburg
96.8 % 0.10 1
Analytical Method: EPA 1010B
Pace Analytical Services - Asheville
>200 deg F 70.0 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
02/ 19/24 15:58 17060-07-0
02/19/2415:58 2037-26-5
02/19/2415:58 460-00-4
02/19/24 16:27
1$Ya1WPZ1 N& 919i
Page 6 of 25

Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
ANALYTICAL RESULTS
Project: TCLP
Pace Project No.: 92713193
Sample: LCS020724
Lab ID: 92713193001 Collected: 02/13/24 09:00 Received: 02/13/24 10:18 Matrix: Solid
Results reported on a "wet -weight" basis
Parameters
Results Units Report Limit DF Prepared Analyzed CAS No. Qual
9045 pH Soil
Analytical Method: EPA 9045D
Pace Analytical Services - Asheville
pH at 25 Degrees C
6.6 Std. Units 0.10 1 02/21/24 13:24 H3
733C S Reactive Cyanide
Analytical Method: EPA 9014 Preparation Method: SW-846 7.3.3.2
Pace Analytical Services - Greensburg
Cyanide, Reactive
ND mg/kg 31.2 1 02/19/24 13:45 02/19/24 15:21
734S Reactive Sulfide
Analytical Method: SM 4500-S2-F-2011 Preparation Method: SW-846 7.3.4.2
Pace Analytical Services - Greensburg
Sulfide, Reactive
ND mg/kg 312 1 02/19/24 13:45 02/19/24 13:47
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 02/22/2024 03:24 PM without the written consent of Pace Analytical Services, LLC. Page 7 of 25

Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA
Project: TCLP
Pace Project No.: 92713193
QC Batch: 2228471
Analysis Method: EPA 8151A
QC Batch Method: 8151A
Analysis Description: Chlorinated
Herb. (GC) 8151A
Laboratory: Pace National - Mt. Juliet
Associated Lab Samples: 92713193001
METHOD BLANK: R4036943-1
Matrix: Solid
Associated Lab Samples: 92713193001
Blank Reporting
Parameter
Units
Result Limit
Analyzed Qualifiers
2,4,5-TP (Silvex)
mg/L
ND 0.00200
02/22/24 03:33
2,4-D
mg/L
ND 0.00200
02/22/24 03:33
2,4-DCAA (S)
%
59.4 14.0-158
02/22/24 03:33
LABORATORY CONTROL SAMPLE: R4036943-2
Spike LCS
LCS % Rec
Parameter
Units
Cone. Result
% Rec Limits Qualifiers
2,4,5-TP (Silvex)
mg/L
0.0500 0.0329
65.8 50.0-125
2,4-D
mg/L
0.0500 0.0326
65.2 50.0-120
2,4-DCAA (S)
%
55.8 14.0-158
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: R4036943-3
R4036943-4
MS MSD
L1706091-01
Spike Spike MS
MSD MS MSD % Rec
Parameter Units
Result
Cone. Cone. Result
Result % Rec % Rec Limits RPD Qual
2,4,5-TP (Silvex) mg/L
ND
0.0500 0.0500 ND
ND 69.0 65.8 50.0-125 4.75
2,4-D mg/L
ND
0.0500 0.0500 ND
ND 65.4 78.4 50.0-120 18.1
2,4-DCAA (S) %
60.4 74.2 14.0-158
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 02/22/2024 03:24 PM without the written consent of Pace Analytical Services, LLC. Page 8 of 25

Project: TCLP
Pace Project No.: 92713193
QC Batch: 990930
QC Batch Method: EPA 7470
Associated Lab Samples: 92713193001
METHOD BLANK: 5446592
Associated Lab Samples: 92713193001
Parameter Units
Mercury mg/L
LABORATORY CONTROL SAMPLE: 5448359
Parameter Units
Mercury mg/L
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA
Analysis Method: EPA 7470
Analysis Description: 7470 Mercury TCLP
Laboratory: Pace Analytical Services - Ormond Beach
Matrix: Water
Blank Reporting
Result Limit Analyzed Qualifiers
ND 0.00020 02/21/2411:28
Spike LCS LCS % Rec
Conc. Result % Rec Limits Qualifiers
0.002 0.0020 102 80-120
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 5448360 5448361
MS MSD
35861292001 Spike Spike MS MSD MS MSD % Rec
Parameter Units Result Conc. Conc. Result Result % Rec % Rec Limits RPD Qual
Mercury mg/L 0.0014 0.02 0.02 0.021 0.021 107 106 75-125 1
U
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 02/22/2024 03:24 PM without the written consent of Pace Analytical Services, LLC.
Page 9 of 25

Project:
TCLP
Pace Project No.:
92713193
QC Batch:
990953
QC Batch Method:
EPA 3010
Associated Lab Samples: 92713193001
METHOD BLANK: 5446592
Associated Lab Samples: 92713193001
Parameter
Arsenic
Barium
Cadmium
Chromium
Lead
Selenium
Silver
QUALITY CONTROL DATA
Analysis Method:
Analysis Description
Laboratory:
Matrix: Water
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
EPA 6010
6010 MET TCLP
Pace Analytical Services - Ormond Beach
Blank
Reporting
Units
Result
Limit
Analyzed
mg/L
ND
0.010
02/21/2414:31
mg/L
ND
0.010
02/21/2414:31
mg/L
ND
0.0010
02/21/2414:31
mg/L
ND
0.0050
02/21/2414:31
mg/L
ND
0.010
02/21/2414:31
mg/L
ND
0.015
02/21/2414:31
mg/L
ND
0.0050
02/21/2414:31
Qualifiers
LABORATORY CONTROL SAMPLE:
5448394
Spike
1-CS
LCS
% Rec
Parameter
Units
Cone.
Result
% Rec
Limits
Qualifiers
Arsenic
mg/L
0.25
0.26
102
80-120
Barium
mg/L
0.25
0.25
101
80-120
Cadmium
mg/L
0.025
0.025
100
80-120
Chromium
mg/L
0.25
0.24
96
80-120
Lead
mg/L
0.25
0.24
97
80-120
Selenium
mg/L
0.25
0.26
104
80-120
Silver
mg/L
0.025
0.026
104
80-120
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 5448395
5448396
MS
MSD
35860872001
Spike
Spike
MS
MSD
MS MSD
% Rec
Parameter
Units
Result
Cone.
Cone.
Result
Result
% Rec % Rec
Limits
RPD Qual
Arsenic
mg/L
0.0341-1
2.5
2.5
2.5
2.5
99
102
75-125
3
Barium
mg/L
0.36
2.5
2.5
2.9
2.9
100
103
75-125
2
Cadmium
mg/L
0.0034J
0.25
0.25
0.26
0.26
101
104
75-125
3
Chromium
mg/L
0.0171-1
2.5
2.5
2.5
2.5
98
100
75-125
2
Lead
mg/L
0.021 U
2.5
2.5
2.5
2.6
101
103
75-125
2
Selenium
mg/L
0.0391-1
2.5
2.5
2.5
2.6
100
102
75-125
2
Silver
mg/L
0.0101-1
0.25
0.25
0.25
0.26
102
104
75-125
2
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 02/22/2024 03:24 PM without the written consent of Pace Analytical Services, LLC. Page 10 of 25

Project:
TCLP
Pace Project No.:
92713193
QC Batch:
833286
QC Batch Method:
EPA 8260D
Associated Lab Samples: 92713193001
METHOD BLANK: 4305918
Associated Lab Samples: 92713193001
Parameter
1,1-Dichloroethene
1,2-Dichloroethane
1,4-Dichlorobenzene
2-Butanone (MEK)
Benzene
Carbon tetrachloride
Chlorobenzene
Chloroform
Tetrachloroethene
Trichloroethene
Vinyl chloride
1,2-Dichloroethane-d4 (S)
4-Bromofluorobenzene (S)
Toluene-d8 (S)
QUALITY CONTROL DATA
Analysis Method:
Analysis Description
Laboratory:
Matrix: Water
EPA 8260D
8260D MSV TCLP
Pace Analytical Services - Charlotte
Blank
Reporting
Units
Result
Limit
Analyzed
ug/L
ND
5.0
02/19/2411:31
ug/L
ND
5.0
02/19/2411:31
ug/L
ND
5.0
02/19/2411:31
ug/L
ND
10.0
02/19/2411:31
ug/L
ND
5.0
02/19/2411:31
ug/L
ND
5.0
02/19/2411:31
ug/L
ND
5.0
02/19/2411:31
ug/L
ND
5.0
02/19/2411:31
ug/L
ND
5.0
02/19/2411:31
ug/L
ND
5.0
02/19/2411:31
ug/L
ND
5.0
02/19/2411:31
%
119
70-130
02/19/2411:31
%
99
70-130
02/19/2411:31
%
102
70-130
02/19/2411:31
Qualifiers
LABORATORY CONTROL SAMPLE:
4305917
Spike
LCS
LCS
% Rec
Parameter
Units
Conc.
Result
% Rec
Limits
1,1-Dichloroethene
ug/L
20
18.0
90
69-131
1,2-Dichloroethane
ug/L
20
19.2
96
70-130
1,4-Dichlorobenzene
ug/L
20
18.7
93
70-130
2-Butanone (MEK)
ug/L
40
35.1
88
67-133
Benzene
ug/L
20
17.2
86
70-130
Carbon tetrachloride
ug/L
20
18.8
94
70-130
Chlorobenzene
ug/L
20
18.0
90
70-130
Chloroform
ug/L
20
16.7
84
70-130
Tetrachloroethene
ug/L
20
17.6
88
70-130
Trichloroethene
ug/L
20
17.7
88
70-130
Vinyl chloride
ug/L
20
18.4
92
66-140
1,2-Dichloroethane-d4 (S)
%
110
70-130
4-Bromofluorobenzene (S)
%
98
70-130
Toluene-d8 (S)
%
97
70-130
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Qualifiers
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 02/22/2024 03:24 PM without the written consent of Pace Analytical Services, LLC.
Page 11 of 25

QUALITY CONTROL DATA
Project: TCLP
Pace Project No.: 92713193
MATRIX SPIKE & MATRIX SPIKE
DUPLICATE:
4305919
MS
92713628001
Spike
Parameter
Units
Result
Cone.
1,1-Dichloroethene
ug/L
ND
20
1,2-Dichloroethane
ug/L
ND
20
1,4-Dichlorobenzene
ug/L
ND
20
2-Butanone (MEK)
ug/L
ND
40
Benzene
ug/L
ND
20
Carbon tetrachloride
ug/L
ND
20
Chlorobenzene
ug/L
ND
20
Chloroform
ug/L
ND
20
Tetrachloroethene
ug/L
ND
20
Trichloroethene
ug/L
ND
20
Vinyl chloride
ug/L
ND
20
1,2-Dichloroethane-d4 (S)
%
4-Bromofluorobenzene (S)
%
Toluene-d8 (S)
%
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
4305920
MSD
Spike
MS
MSD
MS
MSD
% Rec
Cone.
Result
Result
% Rec
% Rec
Limits RPD Qual
20
ND
ND
94
92
64-162
20
ND
ND
103
106
68-145
20
ND
ND
87
94
70-140
40
ND
ND
115
112
57-156
20
ND
ND
88
91
68-144
20
ND
ND
100
78
70-147
20
ND
ND
98
101
70-143
20
ND
ND
97
92
67-148
20
ND
ND
67
69
70-145 M1
20
ND
ND
86
90
70-152
20
ND
ND
82
90
51-178
125
123
70-130
101
101
70-130
106
102
70-130
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 02/22/2024 03:24 PM without the written consent of Pace Analytical Services, LLC.
Page 12 of 25

Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA
Project: TCLP
Pace Project No.: 92713193
QC Batch: 832606
Analysis Method:
EPA 8081 B
QC Batch Method: EPA 3510C
Analysis Description:
8081 TCLP Pesticides RV
Laboratory:
Pace Analytical Services - Charlotte
Associated Lab Samples: 92713193001
METHOD BLANK: 4300539
Matrix: Water
Associated Lab Samples: 92713193001
Blank
Reporting
Parameter
Units
Result
Limit
Analyzed Qualifiers
Chlordane (Technical)
ug/L
ND
3.0
02/19/24 15:19
Endrin
ug/L
ND
0.50
02/19/24 15:19
gamma-BHC (Lindane)
ug/L
ND
0.50
02/19/24 15:19
Heptachlor
ug/L
ND
0.50
02/19/24 15:19
Heptachlor epoxide
ug/L
ND
0.50
02/19/24 15:19
Methoxychlor
ug/L
ND
1000
02/19/24 15:19
Toxaphene
ug/L
ND
3.0
02/19/24 15:19
Decachlorobiphenyl (S)
%
103
19-200
02/19/24 15:19
Tetrachloro-m-xylene (S)
%
94
10-137
02/19/24 15:19
LABORATORY CONTROL SAMPLE:
4302649
Spike
LCS
LCS % Rec
Parameter
Units
Cone.
Result
% Rec Limits Qualifiers
Endrin
ug/L
1.2
1.5
118 33-190
gamma-BHC (Lindane)
ug/L
1.2
1.2
97 32-148
Heptachlor
ug/L
1.2
1.1
91 32-149
Heptachlor epoxide
ug/L
1.2
1.1
91 37-149
Methoxychlor
ug/L
3.8
3.7J
99 35-171
Decachlorobiphenyl (S)
%
131 19-200
Tetrachloro-m-xylene (S)
%
108 10-137
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 4302650
4302651
MS
MSD
92713138001
Spike
Spike
MS
MSD MS MSD
% Rec
Parameter
Units
Result
Cone.
Cone.
Result
Result % Rec % Rec
Limits RPD Qual
Endrin
ug/L
ND
1.2
1.2
1.5
1.4 124 115
10-200 7
gamma-BHC (Lindane)
ug/L
ND
1.2
1.2
1.3
1.2 106 95
13-163 11
Heptachlor
ug/L
ND
1.2
1.2
1.2
1.2 99 96
10-172 3
Heptachlor epoxide
ug/L
ND
1.2
1.2
1.2
1.1 94 91
10-168 3
Methoxychlor
ug/L
ND
3.8
3.8
3.8J
3.7J 102 98
13-183
Decachlorobiphenyl (S)
%
118 114
19-200
Tetrachloro-m-xylene (S)
%
92 97
10-137
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 02/22/2024 03:24 PM without the written consent of Pace Analytical Services, LLC. Page 13 of 25

Project: TCLP
Pace Project No.: 92713193
QC Batch: 832603
QC Batch Method: EPA 3510C
Associated Lab Samples: 92713193001
QUALITY CONTROL DATA
Analysis Method: EPA 8270E
Analysis Description: 8270E TCLP MSSV
Laboratory: Pace Analytical Services - Charlotte
METHOD BLANK: 4300539
Matrix:
Water
Associated Lab Samples: 92713193001
Blank
Reporting
Parameter
Units
Result
Limit
Analyzed
1,4-Dichlorobenzene
ug/L
ND
50.0
02/16/24 19:04
2,4,5-Trichlorophenol
ug/L
ND
50.0
02/16/24 19:04
2,4,6-Trichlorophenol
ug/L
ND
50.0
02/16/24 19:04
2,4-Dinitrotoluene
ug/L
ND
50.0
02/16/24 19:04
2-Methyl phenol(o-Cresol)
ug/L
ND
50.0
02/16/24 19:04
3&4-Methylphenol (m&p Cresol)
ug/L
ND
50.0
02/16/24 19:04
Hexachloro-1,3-butadiene
ug/L
ND
50.0
02/16/24 19:04
Hexachlorobenzene
ug/L
ND
50.0
02/16/24 19:04
Hexachloroethane
ug/L
ND
50.0
02/16/24 19:04
Nitrobenzene
ug/L
ND
50.0
02/16/24 19:04
Pentachlorophenol
ug/L
ND
100
02/16/24 19:04
Pyridine
ug/L
ND
50.0
02/16/24 19:04
2,4,6-Tribromophenol (S)
%
101
10-166
02/16/24 19:04
2-Fluorobiphenyl (S)
%
97
10-130
02/16/24 19:04
2-Fluorophenol (S)
%
82
10-130
02/16/24 19:04
Nitrobenzene-d5 (S)
%
108
10-133
02/16/24 19:04
Phenol-d6 (S)
%
59
10-130
02/16/24 19:04
Terphenyl-d14 (S)
%
125
10-193
02/16/24 19:04
Qualifiers
LABORATORY CONTROL SAMPLE:
4302628
Spike
LCS
LCS
% Rec
Parameter
Units
Conc.
Result
% Rec
Limits
1,4-Dichlorobenzene
ug/L
500
310
62
10-130
2,4,5-Trichlorophenol
ug/L
500
489
98
36-150
2,4,6-Trichlorophenol
ug/L
500
473
95
30-151
2,4-Dinitrotoluene
ug/L
500
505
101
46-160
2-Methyl phenol(o-Cresol)
ug/L
500
424
85
32-130
3&4-Methylphenol (m&p Cresol)
ug/L
500
417
83
29-130
Hexachloro-1,3-butadiene
ug/L
500
332
66
10-130
Hexachlorobenzene
ug/L
500
473
95
40-139
Hexachloroethane
ug/L
500
304
61
10-130
Nitrobenzene
ug/L
500
432
86
33-136
Pentachlorophenol
ug/L
1000
855
86
19-156
Pyridine
ug/L
500
359
72
10-130
2,4,6-Tribromophenol (S)
%
121
10-166
2-Fluorobiphenyl (S)
%
111
10-130
2-Fluorophenol(S)
%
89
10-130
Nitrobenzene-d5 (S)
%
118
10-133
Phenol-d6 (S)
%
68
10-130
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Qualifiers
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 02/22/2024 03:24 PM without the written consent of Pace Analytical Services, LLC.
Page 14 of 25

Project: TCLP
Pace Project No.: 92713193
LABORATORY CONTROL SAMPLE: 4302628
Parameter Units
Terphenyl-d14 (S) %
QUALITY CONTROL DATA
Spike LCS LCS
Cone. Result % Rec
127
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
% Rec
Limits Qualifiers
10-193
MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
4302629
4302630
MS
MSD
92712501002
Spike
Spike
MS
MSD
MS
MSD
% Rec
Parameter
Units
Result
Cone.
Cone.
Result
Result
% Rec
% Rec
Limits
RPD Qual
1,4-Dichlorobenzene
ug/L
ND
500
500
159
195
32
39
10-130
21
2,4,5-Trichlorophenol
ug/L
ND
500
500
338
369
68
74
10-174
9
2,4,6-Trichlorophenol
ug/L
ND
500
500
337
356
67
71
10-173
6
2,4-Dinitrotoluene
ug/L
ND
500
500
390
448
78
90
29-168
14
2-Methyl phenol(o-Cresol)
ug/L
ND
500
500
291
306
58
61
10-130
5
3&4-Methylphenol (m&p
ug/L
ND
500
500
272
296
54
59
10-132
8
Cresol)
Hexachloro-1,3-butadiene
ug/L
ND
500
500
166
204
33
41
10-130
21
Hexachlorobenzene
ug/L
ND
500
500
373
401
75
80
27-145
7
Hexachloroethane
ug/L
ND
500
500
142
185
28
37
10-130
26
Nitrobenzene
ug/L
ND
500
500
284
303
57
61
10-145
6
Pentachlorophenol
ug/L
ND
1000
1000
921
1010
92
101
10-178
9
Pyridine
ug/L
ND
500
500
13.5J
11.6J
3
2
10-130
M1
2,4,6-Tribromophenol (S)
%
100
112
10-166
2-Fluorobiphenyl (S)
%
71
76
10-130
2-Fluorophenol(S)
%
59
60
10-130
Nitrobenzene-d5 (S)
%
76
79
10-133
Phenol-d6 (S)
%
44
46
10-130
Terphenyl-d14 (S)
%
119
119
10-193
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 02/22/2024 03:24 PM without the written consent of Pace Analytical Services, LLC.
Page 15 of 25

Project:
TCLP
Pace Project No.:
92713193
QC Batch:
649386
QC Batch Method:
SM 2540G-2015
Associated Lab Samples: 92713193001
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA
Analysis Method: SM 2540G-2015
Analysis Description: Dry Weight/Percent Moisture
Laboratory: Pace Analytical Services - Greensburg
SAMPLE DUPLICATE: 3164418
30661389001 Dup
Parameter Units Result Result RPD Qualifiers
Percent Moisture % 99.1 99.1 0 H3
SAMPLE DUPLICATE: 3164419
30661397001 Dup
Parameter Units Result Result RPD Qualifiers
Percent Moisture % 98.9 98.8 0 H3
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 02/22/2024 03:24 PM without the written consent of Pace Analytical Services, LLC.
Page 16 of 25

Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA
Project: TCLP
Pace Project No.: 92713193
QC Batch: 832678 Analysis Method: EPA 1010B
QC Batch Method: EPA 1010B Analysis Description: 1010 Flash Point, Closed Cup
Laboratory: Pace Analytical Services - Asheville
Associated Lab Samples: 92713193001
SAMPLE DUPLICATE: 4303028
92713408002 Dup
Parameter Units Result Result RPD Qualifiers
Flashpoint deg F >200 >200
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 02/22/2024 03:24 PM without the written consent of Pace Analytical Services, LLC.
Page 17 of 25

Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Project:
TCLP
Pace Project No.:
92713193
QC Batch:
833875
QC Batch Method:
EPA 9045D
Associated Lab Samples: 92713193001
QUALITY CONTROL DATA
Analysis Method: EPA 9045D
Analysis Description: 9045 pH
Laboratory: Pace Analytical Services - Asheville
SAMPLE DUPLICATE: 4308636
92713799001 Dup
Parameter Units Result Result RPD Qualifiers
pH at 25 Degrees C Std. Units 4.3 4.3 1 H3
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 02/22/2024 03:24 PM without the written consent of Pace Analytical Services, LLC.
Page 18 of 25

Project: TCLP
Pace Project No.: 92713193
QC Batch: 649199
QC Batch Method: SW-846 7.3.3.2
Associated Lab Samples: 92713193001
METHOD BLANK: 3163710
Associated Lab Samples: 92713193001
Parameter Units
Cyanide, Reactive mg/kg
LABORATORY CONTROL SAMPLE: 3163711
Parameter Units
Cyanide, Reactive mg/kg
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA
Analysis Method: EPA 9014
Analysis Description: 733C Reactive Cyanide
Laboratory: Pace Analytical Services - Greensburg
Matrix: Solid
Blank Reporting
Result Limit Analyzed Qualifiers
ND 1.0 02/19/2415:04
Spike LCS LCS % Rec
Conc. Result % Rec Limits Qualifiers
100 6.2J 6 0-17
SAMPLE DUPLICATE: 3163712
30661230001 Dup
Parameter Units Result Result
Cyanide, Reactive mg/kg ND ND
RPD Qualifiers
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 02/22/2024 03:24 PM without the written consent of Pace Analytical Services, LLC. Page 19 of 25

Project: TCLP
Pace Project No.: 92713193
QC Batch: 649198
QC Batch Method: SW-846 7.3.4.2
Associated Lab Samples: 92713193001
METHOD BLANK: 3163707
Associated Lab Samples: 92713193001
Parameter Units
Sulfide, Reactive mg/kg
LABORATORY CONTROL SAMPLE: 3163708
Parameter Units
Sulfide, Reactive mg/kg
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA
Analysis Method: SM 4500-S2-F-2011
Analysis Description: 734S Reactive Sulfide
Laboratory: Pace Analytical Services - Greensburg
Matrix: Solid
Blank Reporting
Result Limit Analyzed Qualifiers
ND 10 02/19/2413:47
Spike LCS LCS % Rec
Conc. Result % Rec Limits Qualifiers
199 59.9 30 0-52
SAMPLE DUPLICATE: 3163709
30661230001 Dup
Parameter Units Result Result
Sulfide, Reactive mg/kg ND ND
RPD Qualifiers
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 02/22/2024 03:24 PM without the written consent of Pace Analytical Services, LLC. Page 20 of 25

Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALIFIERS
Project: TCLP
Pace Project No.: 92713193
DEFINITIONS
DF - Dilution Factor, if reported, represents the factor applied to the reported data due to dilution of the sample aliquot.
ND - Not Detected at or above adjusted reporting limit.
TNTC - Too Numerous To Count
J - Estimated concentration above the adjusted method detection limit and below the adjusted reporting limit.
MDL -Adjusted Method Detection Limit.
PQL - Practical Quantitation Limit.
RL - Reporting Limit - The lowest concentration value that meets project requirements for quantitative data with known precision and
bias for a specific analyte in a specific matrix.
S - Surrogate
1,2-Diphenylhydrazine decomposes to and cannot be separated from Azobenzene using Method 8270. The result for each analyte is
a combined concentration.
Consistent with EPA guidelines, unrounded data are displayed and have been used to calculate % recovery and RPD values.
LCS(D) - Laboratory Control Sample (Duplicate)
MS(D) - Matrix Spike (Duplicate)
DUP - Sample Duplicate
RPD - Relative Percent Difference
NC - Not Calculable.
SG - Silica Gel - Clean -Up
U - Indicates the compound was analyzed for, but not detected.
Acid preservation may not be appropriate for 2 Chloroethylvinyl ether.
A separate vial preserved to a pH of 4-5 is recommended in SW846 Chapter 4 for the analysis ofAcrolein and Acrylonitrile by EPA
Method 8260.
N-Nitrosodiphenylamine decomposes and cannot be separated from Diphenylamine using Method 8270. The result reported for
each analyte is a combined concentration.
Reported results are not rounded until the final step prior to reporting. Therefore, calculated parameters that are typically reported as
"Total" may vary slightly from the sum of the reported component parameters.
Pace Analytical is TNI accredited. Contact your Pace PM for the current list of accredited analytes.
TNI - The NELAC Institute.
ANALYTE QUALIFIERS
H3 Sample was received or analysis requested beyond the recognized method holding time.
M1 Matrix spike recovery exceeded QC limits. Batch accepted based on laboratory control sample (LCS) recovery.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 02/22/2024 03:24 PM without the written consent of Pace Analytical Services, LLC. Page 21 of 25

Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA CROSS REFERENCE TABLE
Project:
TCLP
Pace Project No.:
92713193
Analytical
Lab ID
Sample ID
QC Batch Method
QC Batch
Analytical Method
Batch
92713193001
LCS020724
8151A
2228471
EPA 8151A
2228471
92713193001
LCS020724
EPA 3510C
832606
EPA 8081B
833147
92713193001
LCS020724
EPA 3010
990953
EPA 6010
991037
92713193001
LCS020724
EPA 7470
990930
EPA 7470
990935
92713193001
LCS020724
EPA 3510C
832603
EPA 8270E
832906
92713193001
LCS020724
EPA 8260D
833286
92713193001
LCS020724
S M 2540G-2015
649386
92713193001
LCS020724
EPA1010B
832678
92713193001
LCS020724
EPA 9045D
833875
92713193001
LCS020724
SW-846 7.3.3.2
649199
EPA 9014
649642
92713193001
LCS020724
SW-846 7.3.4.2
649198
SM 4500-S2-F-2011
649640
Date: 02/22/2024 03:24 PM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Page 22 of 25

DC#_Title: ENV-FRM-HUNI-0083 v03—Sample Condition Upon Receipt
ace,
Effective Date: 11/29/2023
Laboratory receiving samples:
Asheville ❑ Eden❑ 'Greenwoaci ❑= HOlitersville ❑ Raleig41 Mechanicsville❑ Atlanta❑ • Kernersville❑
SampleConditionClient Dame:b. "WO#: 92713193
Courier: ❑Fed Ex/ ❑UPS U PS ❑CllentUpon Receipt J W4/�
If
_ ❑ Commercial fpace
92713193
1
Custody Seal Present? ❑Yes �l0 Seals Intact? Des [—]No LJ91A
Date/Initials Person Examining Contents:
Packing Material: ❑Bubble Wrap xBubble Bags []None ❑ Other Biological Tissue Frozen?�" [
,,
Thermometer: /� � � ❑Yes []No 1'N/A
❑ IR Gun Id: q [VOL IC,
Type ofice: lkwet []Blue ❑None
r� Correction Factor:
Cooler ` Q C 0
Temp; I Add/Subtract (°C)
Cooler Temp Corrected (`Q: �
' I
USDA Regulated soil (❑ N/A, water sample)
Did samples originate in a quarantine zone within the United States:
CA, NY,
or SC
(check maps)? ❑Yes ❑No
Chain of Custody Present?
Yes
El No
❑N/A
Samples Arrived within Hold Time?
_`)Yes
❑No
❑N/A
Short Hold Time Analysts l<72 hr.)?
❑Yes
J�]No
❑N/A
Rush Turn Around Time Requested?
[]Yes
AdNo
❑N/A
I
SufflclentVolume?
,Xles
[]NO
❑N/A
Correct Cordalners Used?
L*es
[]No
❑N/A
-Pace Containers Used?
59Yes
❑No
❑N/A
..antarnerr,,.La�l7
=]
❑Aim❑N/N
Dissolved analysis: Samples Field Filtered?
[]Yes
❑No
36N/A
Sample Labels Match COC?
Yes
!V
❑No
❑ N/A
/
UV_
v �,
-Includes Date/1"ime/I0/Analysis Matrix:
Headspacein VOA Vials (>5-6mm)?
Trip Blank Present?
Trip Blank Custody Seals Present?
COMMENTS/SAMPLE DISCREPANCY
CLIENT NOTIFICATION/RESOLUTION
Person contacted:
Project Manager SCURF Review:
Project Manager SRF Review:
[]Yes
[]NO
XN/A
❑Yes
❑No
gN/A
Des
ONO
/A
i
Temp should be above freezing to VC
❑5amples out of temp criteria. Samples on ice, cooling process
has begun
Did samples originate From a foreign source [internationally,
Including Hawail and Puerto Rico]? []Yes El No
Cam ments/Discrepancy:
1.
2.
3.
4.
5.
6.
7.
B.
9.
Lot ID of split containers:
Date/Time:
Date.
Date:
Field Data Required? [-]Yes ❑No
Qualtrax ID: 69614 Page 1 of 2
Page 23 of 25

N Y /o /w oo v of cn %u, Item#
v BP4U-125 mL Plastic Unpreserved (N/A) (CI-) rp 0 3
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2 DG9H-40 mL VOA HCI (N/A) M
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3 VG9U-40 mLVOA Unpreserved (N/A) _
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Pace° Location Requested (City/State):
Pace Ana lytialChar)atte
CHAIN -OF -CUSTODY Analytical Request Document
9800 itlncey Ave. Suite 100, Huntersvllle, NC 28078
Chain -of -Custody Is a LEGAL DOCUMENT -Complete all relevant fields
Company Name:
City of Raleigh -Little CreekWWTP
Contact/ReportTo: HolmeS,Jennifer
Street Address:
1419 Highway 39, Zebulon, NC 27597
Phone ll' [phone]
E-Mat; [e-mail]
Cc E-Mall:
customer Project a
Project Name:
TCLP
Invoice To:Mall:
Invoice E-
_
Site Collection info/Facility ID (as appllablel:
Purc.hase. Order g (IF _....... _.. _ E
applicable]:
Quoted: ...-._.. _
Time Zone Collected:
I ] AK [ I PT I ] MT ( J CT I JET
County / State origin of semple(s): North Carolina
Data DIdiverables:
Regulatory Pmgram IDW, RCRA, etc) as applicable: Reportable I I Yes [ l No
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LAB USE ONLY- Affix WiorkorderlLogin Label Here t`
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Ttssue (T Rloassay
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Sample Comment
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Dellverad by; 1 In• Parson [�er
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[. ] FedEX ( I UPS [ ] Other
Date/vane:
16mltting a sample via this chain of custody constitutes acknowledgment and acceptance of the Pacee Terms and Conditions found at htipsJ/www.pacelabs.com/rest lurce-library/resource/pace-terms-and-conditions/
Page: of
ENV-FRM-CORO-0019 v02_110123C

Meritech, Inc.
Environmental Laboratory
Laboratory Certification No. 165
Contact: Drew Matthews
Client: Soil Plus
P.O. Box 1396
Oxford, NC 27565
Meritech Work Order # 021324138
Page 1
Report Date: 2/22/2024
Project: Little Creek
Date Sample Rcvd: 2/13/2024
Sample: LC 021324 (001) Grab 2/13/24
Parameters
Results
Analvsis Date
ReDorting Limit
Method
% Total Solids
3.18 %
2/15/24
0-100 %
SM 2540B
Fecal Coliform (Class B Sludge)
138,365 CFU/g dry wt
2/13/24
130 CFU/g dry wt
SM 9222❑
Meritech Work Order #
021324139 Sample:
LC 021324 (002) Grab
2/13/24
Parameters
Results
Analvsis Date
Reoortin Le imit
Method
% Total Solids
3.19 %
2/15/24
0-100 %
SM 2540B
Fecal Coliform (Class B Sludge)
156,740 CFU/g dry wt
2/13/24
130 CFU/g dry wt
SM 9222D
Meritech Work Order #
021324140 Sample:
LC 021324 (003) Grab
2/13/24
Parameters
Results
Analvsis Date
Reoortin Lg imit
Method
% Total Solids
3.17 %
2/15/24
0-100 %
SM 2540E
Fecal Coliform (Class B Sludge)
164,038 CFU/g dry wt
2/13/24
130 CFU/g dry wt
SM 9222D
Meritech Work Order #
021324141 Sample:
LC 021324 (004) Grab
2/13/24
Parameters
Results
Analvsis Date
Reoortin L� imit
Method
% Total Solids
3.19 %
2/15/24
0-100 %
SM 2540E
Fecal Coliform (Class B Sludge)
169,279 CFU/g dry wt
2/13/24
130 CFU/g dry wt
SM 9222D
642 Tamco Road, Reidsville, North Carolina 27320
tel.[phone] fax.[phone]

Meritech, Inc.
Environmental Laboratory
Laboratory Certification No. 165
Contact: Drew Matthews
Client: Soil Plus
P.O. Box 1396
Oxford, NC 27565
Page 2
Report Date: 2/22/2024
Project: Little Creek
Date Sample Rcvd: 2/13/2024
Meritech Work Order #
021324142
Sample: LC 021324 (005) Grab
2/13/24
Parameters
Results
Analvsis Date Renortin Lg imit
Method
% Total Solids
3.17 %
2/15/24 0-100 %
SM 2540B
Fecal Coliform (Class B Sludge)
220,820 CFU/g
dry wt 2/13/24 130 CFU/g dry wt
SM 9222D
Meritech Work Order #
021324143
Sample: LC 021324 (006) Grab
2/13/24
Parameters
Results
Analvsis Date ReportingLimit
Method
% Total Solids
3.18 %
2/15/24 0-100 %
SM 2540B
Fecal Coliform (Class B Sludge)
235,849 CFU/g dry wt 2/13/24 130 CFU/g dry wt
SM 9222D
Meritech Work Order #
021324144
Sample: LC 021324 (007) Grab
2/13/24
Parameters
Results
Analvsis Date Renortin LE imit
Method
% Total Solids
3.17 %
2/15/24 0-100 %
SM 2540E
Fecal Coliform (Class B Sludge)
154,574 CFU/g dry wt 2/13/24 130 CFU/g dry wt
SM 9222D
I hereby certify that I have reviewed and approve these data.
Laboratory Representative
642 Tamco Road, Reidsville, North Carolina 27320
tel.[phone] fax.[phone]

Chain of Custody Record (COC)
M ERITECH, INC.
ENVIRONMENTAL LABORATORIES
642 Tamco Rd. Phone: [phone]
Reidsville NC 27320 Fax: [phone]S22
Email: [e-mail]
www.meritech-labs.com
Sample Location and/or ID #
LCoaoj ,q (001)
LCa�,13dy (002)
L C a a 13 aq (003)
L C. 6 } 13 d q (004)
[coo 13 aL( (005)
9 q (006)
LC o'Zl) � q (007)
Sampling Dates & Times
Sta rt End
Date Time Date Time
a-13-�.y 8:y5R„
a-l3-au fg`Sl�fi
s74l
Client: Soil Plus
Address: PO Box 1396
Oxford, NC 27565
NPDES#:
Phone: [phone]
Fax: [phone]
Email: [e-mail]
Project: L i19e Cr-fCK
P.O.##:
Attention: Turn Around Time*
"RUSH work needs prior approval.
How would you like your report sent?
7e- dR Hrc
Circle all that apply: Email (preferred),Fax, Mail Std (10 days) 3-5 Days �— a
Person Taking Sample(Sign/Print): Sessc L ,PeI Lab Use Only
Comp? Cont.Test(s) Required /g'n/e7 pH ClOK?
Grab. ontNo 7
G
1
Fecal Coliform I % Total Solids
1 '�
G
1
Fecal Coliform / % Total Solids
�35
G
1
Fecal Coliform / % Total Sofids
i w
G
1
Fecal Coliform / % Total Solids
G
1
Fecal Coliform / % Total Solids
G
1
Fecal Coliform / % Total Solids
A
G
i
Fecal Coliform / % Total Solids
1-kA
Temperature 1Receipt: Upon
7 (�'
l-/ Ir
Method of Dechlorination (c0.5 ppm) of Ammonia, Cyanide, Phenol and TO samoles must be done in the field priorto preservation. ***
Comments: Compositor �
Shipment: Comments:
email results to [e-mail]
UPS t-..rJug#_ �
Fed EX Are these results for regulatory purposes? Yes �x No �. Report results in: mg/L mg/kg : ugit �J
Relinquished by:� Date: Time: / Receivgarb�1 at . e:
Hand Delivery ;-fj' q f[,/i('1��Iaua— /,��Zt,� ���
QRelinquished by: teV Time: Received by: Date: Time: . other � jr'�1�
/'{Date: me: Received -/ ] 1/Date: Time:Relinquished by: �b--/L (�

Meritech, Inc,
Environmental Laboratory
Laboratory Certification No.165
a
Contact: Drew Matthews Report Date: 3/15/2024
Client: Soil Plus
P.O. Box 1396 Project: Little Creek
Oxford, IBC 27565 Date Sample Rcvd: 2/13/2024
Vector Attraction Reduction / Aerobically Digested Sludge (30 Day Test)
Meritech Work Order # 021324145 Sample: LC 021324 Grab 2/13/24
Total Solids Volatile SolidsP Volatile Solids
Week 1 1.07 0.78 0.729
Week 2 1.07 0.79 0.733
Week 3 0.96 0.68 0.709
Week 4 0.86 0.60 0.694
Week 5 0.84 0.59 0.701
Mass Balance Equation =3.83% Volatile Solids Reduction as per EPA Part 503 Biosolids Rule
I hereby certify that I Have reviewed and approve these data. ,—Y�Ma.rdo- H1rv-c V-
Laboratory Representative
642 Tamco Road, Reidsville, North Carolina 27320
tel.[phone] fax.[phone]

3-20.2O13 Chain of Custody record (COC)
M ERITECH, INC.
ENVIRONMENTAL LABORATORIES
o"" 642 Tamco Rd. Phone: [phone]
Reidsville NC 27320 Fax: [phone]
Email: [e-mail]
www.meritech-labs.com
Sampling Dates & Times
Sample Location and/or ID # start End
Date Time Date Time
L C d a 13 a c/ a-13-J1 6;61hf1
Client: Soil Plus
Address: PO Box 1396
Oxford, NC 27565
NPDES#:
Phone: [phone]
Fax: [phone]
Email: [e-mail]
Project: Z.-#1e Crre-k41W710
P.O.#:
Attention: Turn Around Time*
*RUSH work needs prior approval.
Now would you like your report sent?
�d a - a - S Da s
Circle all that apply: I Email (preferred), Fax, Mail St(10 - days) 74 -4R Hr%
—=
Person Taking Sample (Sign/Print): / _ _ � � � C„ Lab Use Only
rab? ont Tests) Required On Ice? ClOK?
Grab. Cont. Yes / No 7
G 1 30 Day Bench Scale Test 4
P.A,n+hOd C►f *� * Dechlorination (<0.5 ppm) of Ammonia, Cyanide, Phenol and TKN samples must be done in the field prior to preservation. ***
Comments:
Shipment: Please email results to [e-mail]
[ SIPS I
Fed Ex Are these results for regulatory purposes? Yes W No ❑ ! Report results in
Relinquished by-. �'1- Dater Time: /J�^� Recei
0 Hand Delivery ,'3-� Q►�
Q Other Relinquished by: D 1 Time: / J�� Re%ived fey: `r
eu
Relinquished by: Date: Time: R lrlylnd by Lib:
Temperature Upon
I / 4r Receipt:
Comf positor #
Jug #_ _
mg/L ❑ mg/kg b ug/L ❑
Date: Time:
2, Date: Time:

APPENDIX 3
2024 PERMIT MODIFICATION
Granville Farms, Inc. (WQ0000838)
Residual Source Certification Attachment
RS CA
Norman H. Larkins WPCF
Field Loading Calculations
Analytical

DWR
1?ivWton of hater Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
RESIDUALS SOURCE CERTIFICATION
INSTRUCTIONS FOR FORM: RSC 06-16
Please use the following instructions as a checklist in order to ensure all required items are submitted. Adherence to these
instructions and checking the provided boxes will help produce a quicker review time and reduce the amount of additional
information requested. Failure to submit all of the required items will lead to additional processing and review time for the
permit application. Unless otherwise noted, the Annlicant shall submit one original and two conies of the application and
supporting documentation
For more information, visit the Water Quality Permitting Section's Non -Discharge Permitting Unit
General — This certification provides detailed information of residuals source generating facility and its residuals quality for land
application, distribution, or disposal in accordance with 15A NCAC 02T .1100. Do not submit this certification for review without
a corresponding application form (FORM: RLAP 11-15, FORM: DCAR 11-15, or FORM: SDR 11-15).
Unless otherwise noted, the Applicant shall submit one original and two copies of the application and supporting documentation listed
below.
A. Residuals Source Certification (FORM: RSC 11-15):
❑ Submit the completed and appropriately executed Residuals Source Certification (FORM: RSC 11-15) form. Please do not
make any unauthorized content changes to this form. If necessary for clarity or due to space restrictions, attachments to the
application may be made, as long as the attachments are numbered to correspond to the section and item to which they refer.
❑ For new or renewed permits, submit a separate certification for each source facility.
❑ For modified permits, submit a separate certification for only those facilities that are affected by the proposed modification.
❑ Complete the residuals source facility summary page. List all new, renewed, or modified facilities.
B. Residuals Source -Generating Facility Information:
❑ For each source facility, attach the following:
❑ Vicinity map - A vicinity map that shows the location of the facility and meets all of the criteria in the "Man Guidance for
Residuals Land Annlication Permits".
❑ Process flow diagram and/or narrative - A detailed narrative and/or process flow diagram that describes how the residuals
are to be generated, treated, processed, and stored at the facility.
❑ Quantitative justification for residuals production rate - A quantitative justification for the value provided in Item I. 8.
Ensure that the amount of residuals listed is the maximum amount expected to be generated by the facility for the life of
the permit. In addition, ensure that this amount is equivalent to that which is actually to be land applied, distributed,
and/or disposed, including any chemicals, amendments, or other additives that are added to the residuals during
processing.
❑ Sampling plan - A detailed sampling plan for the residuals source -generating facility. Ensure that the plan identifies
sampling points, sampling frequency, sample type, as well as the Division -certified laboratory to be used. In addition,
ensure that the plan details how the facility and/or the residuals are monitored for any applicable pathogen reduction and
vector attraction reduction requirements. Note that all sampling and monitoring must be completed on the residuals as
they are to be land applied, distributed, and/or disposed.
C. Residuals Quality Information:
❑ For each source facility, attach the following:
❑ Laboratory analytical reports and operational data - reports for all laboratory analyses used to complete this certification.
❑ Documentation that the facility complies and/or the residuals comply with any applicable pathogen reduction and vector
attraction reduction requirements.
❑ For new facility that may have not yet been constructed and analytical results of residuals cannot be obtained, please
attach analytical results of residuals generated from a similar facility along with the description of similarities of the two
facilities.
INSTRUCTIONS FOR FORM: RSC 06-16 Page 1 of 1

RESIDUALS SOURCE FACILITY SUMMARY
Applicant's name: Granville Farms, Inc.
Status Code a Facility Permit Holder Facility Name County Permit Number
M City of Raleigh Little Creek RRF Wake NCO079316
N City of Clinton Norman H. Larkins WPCF Sampson NCO020117
a Status Code for source facility are: ♦ N (New) ♦ R (Renewed) ♦ M (Modified) ♦ D (Deleted)
b The amount of residuals currently permitted for distribution, land application, or disposal (i.e, not applicable to new facility).
Maximum Dry Tons Per Year
Current b Proposed
150 318
0 600
SUMMARY FOR FORM: RSC 06-16 Page 1

State of North Carolina
DWR
Department of Environmental Quality
Division of Water Resources
l?ivision of hater Resources RESIDUALS SOURCE CERTIFICATION
FORM: RSC 06-16
L RESIDUALS SOURCE -GENERATING FACILITY INFORMATION (See Instruction B.):
1. Facility Name: Norman H. Larkins WPCs
2. Facility permit holder is: ❑ Federal, 0 State, 0 Local Government, or 0 Private.
Facility permit issued by: ® Div. of Water Resources, Div. of Environmental Health,
or Ll Other (explain: W).
3. Facility contact person and title: Blake Ravnor. WW1'V Superintendent
Complete mailing address: PO Box 199
City:_ State: NC Zip: 28329-
Telephone number: 10) 299-4908 E-mail address: bravnor(d�citvofclintonnc.com
4. Facility physical address: 123 Mill Branch Road
City: Clinton State: NC Zip: 28328-
Coordinates: Latitude: b° 0' 19" Longitude: 78' 20' 40"
Datum: � Level of accuracy: Sub -Meter
Method of measurement: GIS
5. Purpose of the facility:
treatment of municipal wastewater, treatment of 100% domestic wastewater,
treatment of potable water, treatment of 100% industrial wastewater,
treatment of industrial wastewater mixed with domestic wastewater,
(approximate percentages: _ % industrial and _ % domestic)
other (explain: _ ).
6. Does the facility have an approved pretreatment program: Yes No
7. Facility permitted/design flow: 0 MGD and facility average daily flow: 0 MGD
8. Average amount of residuals being generated at this facility E dry tons per year.
9. Specify the following regarding treatment and storage volumes available at the facility:
Type and volume of residuals treatment: 7.25 MG Jet Aeration Basil
Type and volume of residuals storage (i.e., outside of residuals treatment units): (4) Aerobic Digesters Totaling 1.2 MG
II. RESIDUALS QUALITY INFORMATION (See Instruction C.):
1. Specify if residuals are regulated under:
40 CFR Part 503 or 40 CFR Part 257.
Note: Only residuals that are generated during domestic/municipal wastewater treatment processes are regulated under 40
CFR Part 503, otherwise, the residuals are regulated under 40 CFR Part 257.
2. Specify if residuals are defined under 15A NCAC 02T.1102(6) as:
Biological E Non -Biological
Note: Biological residuals are residuals that have been generated during the treatment of domestic wastewater, animal
processing wastewater, or the biological treatment of industrial wastewater (biological treatment is a system that utilizes
biological processes including lagoons, activated sludge systems, extended aeration systems, and fixed film systems).
FORM: RSC 06-16 Page 1 of 5

3. Hazardous Waste Determination:
Complete the following to demonstrate that the residuals are non -hazardous under
RCRA: (Note - this item does not have to be completed for facilities
that are less than 0.5 MGD in design flow that treat
100% non -municipal, domestic wastewater only)
a. Are the residuals listed in 40 CFR
§261.31-§261.33: 0 yes ® no.
If yes, list the number(s): _
b. Specify whether or not the residuals exhibit any of the characteristics
defined by 40 CFR §261.21-
261.24: P yes U no.
Fill in the following tables with the results of the latest toxicity
characteristic leaching procedure (TCLP) analysis as
well as those for corrosivity, ignitability, and reactivity:
Laboratory: Meritech. Inc, and Date of analysis: lT/22/2(a
Passed corrosivity test: yes
no. pH: 7.1
s.u. (2 < pH < 12.5)
Passed ignitability test: yes
no. Flashpoint: = OF (> 140°F)
Passed reactivity test: Eyes Ono. HCN: <0.500 mg/kg (<250) & H2S: mg/kg (<500)
TCLP Parameter
Limit Result
TCLP Parameter
Limit
Result
(mg17) (mg17)
(mg17)
(mgfi)
Arsenic
5.0 <0.100
Hexachlorobenzene
0.13
<0.100
Barium
100.0 0.093
Hexachloro-1,3-Butadiene
0.5
<0.100
Benzene
0.5 <0.0100
Hexachloroethane
3.0
<0.100
Cadmium
1.0 <0.020
Lead
5.0
<0.100
Carbon Tetrachloride
0.5 <0.0100
Lindane
0.4
<0.0005
Chlordane
0.03 <0.0025
Mercury
0.2
<0.020
Chlorobenzene
100.0 <0.0100
Methoxychlor
10.0
<0.0005
Chloroform
6.0 <0.0100
Methyl Ethyl Ketone
200.0
<0.100
Chromium
5.0 0.070
Nitrobenzene
2.0
<0.100
m-Cresol
200.0 <0.200
Pentachlorophenol
100.0
<0.500
o-Cresol
200.0 <0.100
Pyridine
5.0
<0.100
p-Cresol
200.0 <0.200
Selenium
1.0
<0.100
Cresol
200.0 <0.300
Silver
5.0
<0.050
2,4-D
10.0 <0.0100
Tetrachloroethylene
0.7
<0.0100
1,4-Dichlorobenzene
7.5 <0.100
Toxaphene
0.5
<0.005
1,2-Dichloroethane
0.5 <0.0100
Trichloroethylene
0.5
<0.0100
1,1-Dichloroethylene
0.7 <0.0100
2,4,5-Trichlorophenol
400.0
<0.100
2,4-Dinitrotoluene
0.13 <0.100
2,4,6-Trichlorophenol
2.0
<0.100
Endrin
0.02 <0.0005
2,4,5-TP (Silvex)
1.0
<0.0100
Heptachlor and its Hydroxide
0.008 <0.0005
Vinyl Chloride
0.2
<0.0200
FORM: RSC 06-16 Page 2 of 5

4. Metals Determination: Complete one of the following tables (i.e., as applicable) to demonstrate that the residuals do not
violate the ceiling concentrations for metals regulated under 15A NCAC 02T .1105.
a. For Distribution/Land Application: Fill in the following table with the results of the latest analyses (i.e., on a dry weight
basis) for the following metal parameters:
Laboratory: Meritech. Inc. and Date of analysis:
Parameter
Ceiling
Monthly Average
Result
Concentration Limits
Concentration Limits
(ClassA & ClassB)
(Class A Only)
(mglkg)
(mglkg)
(mglkg)
Arsenic
75
41
<1.63
Cadmium
85
39
0.742
Copper
4,300
1,500
742
Lead
840
300
17.1
Mercury
57
17
0.147
Molybdenum
75
n/a
6.90
Nickel
420
420
16.1
Selenium
100
100
<1.63
Zinc
7,500
2,800
1,430
b. For Surface Disposal Unit (landfill): Fill in the following table with the results of the latest analyses (i.e., on a dry weight
basis) for the following metal parameters:
Laboratory: = and Date of analysis: =
Distance from Disposal
Unit to Boundary to
Closest Property Line
(meters, check one)
❑ >0but <25
❑ > 25 but < 50
❑ >50but <75
❑ > 75 but < 100
❑ > 100 but < 125
> 125
Result (mg/kg)
Arsenic
Chromium
Nickel
(mglkg)
(mg1kg)
(mglkg)
30
200
210
34
220
240
39
260
270
46
300
320
53
360
390
62
450
420
FORM: RSC 06-16 Page 3 of 5

5. Nutrient/Micronutrient Determination: Complete the following:
a. Total solids: M %.
b. Fill in the following table with the results of the latest analyses (i.e., on a dry weight basis) for the following nutrient and
micronutrient parameters:
Laboratory:14eritech_ Inc. and Date of analysis:
Parameter Result
(mg1kg)
Aluminum 2,610
Ammonia -Nitrogen 657
Calcium 22,300
Magnesium 1,910
Nitrate -Nitrite Nitrogen 657
pH (Standard Unit) 6.9
Phosphorus 16,500
Potassium 3,080
Sodium 5,290
Total Kjeldahl Nitrogen 34,200
c. Using the results listed in Item IL 5b. above, calculate the sodium adsorption ration (SAR):
[Note: If residuals contain SAR of 10 or higher, the applicant shall obtain recommendations from the local Cooperative
Extension Office, the Department of Agriculture and Consumer Services, the Natural Resource Conservation Service, a
North Carolina Licensed Soil Scientist, or an agronomist, prior to land application of residuals. The recommendations shall
address the sodium application rate, soil amendments (e.g., gypsum, etc.), or a mechanism for maintaining site integrity
and conditions conducive to crop growth].
d. Specify the mineralization rate to be used in calculating the plant available nitrogen (PAN) of the residuals: 30 %. This
rate is a (check one): JJ default value, or ❑ actually established.
If the residuals are not generated from the treatment of municipal or domestic wastewater, ex lain or provide technical
justification as to why the selected default value is appropriate to be applied to these residuals: ia
e. Calculate the PAN for the residuals (i.e., on a dry weight basis) and fill the results in the following table:
Application Method First (11) Year PAN Five -Year
Maximum Adjusted PAN
(mg1kg) (mg/kg)
Surface 11,139 17,075
Injection/Incorporation 11,694 17,488
6. Other Pollutants Determination: Specify whether or not there are any other pollutants of concern in the residuals and provide
the results of the latest analyses: None Known
FORM: RSC 06-16 Page 4 of 5

7. Pathogen Reduction: Per 15A NCAC 02T.1106, specify how residuals will meet the pathogen reduction requirements:
a. For Distribution/Land Application of Class A or Eauivalent:
rJ A fecal coliform density that is demonstrated to be less than 1,000 MPN per gram of total dry solids,
or
JJ A salmonella sp. density that is demonstration to be less than 3 MPN per 4 grams of total dry solids.
AND one of the followings (except for non -biological residuals):
14 Alternative 1 [15A NCAC 02T.I 106(b)(3)(A)] - Time/Temperature Compliance.
EJ Alternative 2 [15A NCAC 02T.I 106(b)(3)(13)] - Alkaline Treatment.
Alternative 3 [15A NCAC 02T. 1106(b)(3)(C)] - Prior Testing for Enteric Virus/Viable Helminth Ova.
E] Alternative 4 [15A NCAC 02T. 1106(b)(3)(D)] - No Prior Testing for Enteric Virus/Viable Helminth Ova.
Alternative 5 [15A NCAC 02T.1106(b)(3)(E)-(K)] - Process to Further Reduce Pathogens (PFRP).
Specify one: composting, 4 heat drying, 71 heat treatment,
thermophilic aerobic digestion, ❑ beta ray irradiation,
gamma ray irradiation, or ❑ pasteurization.
b. For Land Application of Class B:
Alternative 1 [15A NCAC 02T.I 106(c)(1)] - Fecal Coliform Density Demonstration.
Alternative 2 [15A NCAC 02T.I 106(c)(2)] - Process to Significantly Reduce Pathogens (PSRP).
Specify one: ❑ aerobic digestion, I
air drying, ❑ anaerobic digestion,
El composting, or lime stabilization.
c. For Surface Disposal:
9 Select One of the Class A or Equivalent Pathogen Reduction Alternatives in Item II.7a. above.
J Select One of the Class B or Equivalent Pathogen Reduction Alternatives in Item II. 7b. above.
J Exempt -If Daily Cover Alternative is chosen in Item II.8. below [15A NCAC 02T.1106(a)(2)].
J Not Applicable - Non -Biological Residuals with NO Domestic Wastewater Contribution.
8. Vector Attraction Reduction (VAR): Per 15A NCAC 02T.1107. specify how residuals will meet the VAR requirements:
Alternative 1 [15A NCAC 02T.1107(a)(1)] - 38% Volatile Solids Reduction (Aerobic/Anaerobic Digestion).
Alternative 2 [15A NCAC 02T.I 107(a)(2)] - 40-Day Bench Scale Test (Anaerobic Digestion).
Alternative 3 [15A NCAC 02T.I 107(a)(3)] - 30-Day Bench Scale Test (Aerobic Digestion).
E] Alternative 4 [15A NCAC 02T.I 107(a)(4)] - Specific Oxygen Uptake Rate Test (Aerobic Digestion).
E] Alternative 5 [15A NCAC 02T.I 107(a)(5)] - 14-Day Aerobic Processes.
E] Alternative 6 [15A NCAC 02T.I 107(a)(6)] - Alkaline Stabilization.
E] Alternative 7 [15A NCAC 02T.I 107(a)(7)] - Drying of Stabilized Residuals.
E] Alternative 8 [15A NCAC 02T.I 107(a)(8)] - Drying of Unstabilized Residuals.
Alternative 9 [15A NCAC 02T.I 107(a)(9)] - Injection.
Alternative 10 [15A NCAC 02T.I107(a)(10)] - Incorporation.
q Alternative for Surface Disposal Units Only - Soil/Other Material Cover [15A NCAC 02T.I 107(b)(2)].
id Not Applicable - Non -Biological Residuals with NO Domestic Wastewater Contribution.
Note: For animal processing residuals, only alternatives 9 or 10 may be chosen due to the nuisance conditions that typically
occur when these residuals are applied and left on the land surface.
FORM: RSC 06-16 Page 5 of 5

&AGMAN FIELD LOADING ESTIMATES
Facility Norman H. Larkins WPCF
Sample Date 1/22/2024
Solids 3.06
Mineralization Rate 0.3
Gallons per DT 7,836.87
pH 6.9
Sodium Absorpotion 1.59 <5.0 Safe
5.0 - 10.0 Careful Management >15.0 Do
Not Land Apply
Ratio
NITROGEN APPLICATION
NUTRIENT APPLICATION
TKN (mg/kg) 34,200
lbs./1,000 gal 8.73
Potassium lbs./1,000 gal 0.79
Ammonia Nitrogen (mg/kg 1,110.00
lbs./1,000 gal 0.28
Phosphorus lbs./1,000 gal 4.21
Nitrate -Nitrite (mg/kg) 657.00
lbs./1,000 gal 0.17
Calcium lbs./1,000 gal 5.69
PLANT AVAILABLE NITROGEN SURFACE APPLIED
Magnesium lbs./1,000 gal 0.49
PAN (mg/kg) 11,139
lbs./1,000 gal 2.84
Manganese lbs./1,000 gal
PLANT AVAILABLE NITROGEN INJECTED/INCORPORATED
APPLIED
Sulfur lbs./1,000 gal
PAN (mg/kg) 11,694
lbs./1,000 gal 2.98
Molybdenum lbs./1,000 gal 0.00
Volatization Rate= 0.5 Surface Application
1.0 Injection/Incorporation
EPA METAL LIMITS
Ceiling Conc.
Limit (mg/kg) HEAVY METAL CONCENTRATION
HEAVY METAL LOADING
75
Arsenic (mg/kg) 1.63
Arsenic lbs./1,000 gal 0.00
85
Cadmium (mg/kg) 0.74
Cadmium lbs./1,000 gal 0.00
4,300
Copper (mg/kg) 742.00
Copper lbs./1,000 gal 0.19
840
Lead (mg/kg) 17.10
Lead lbs./1,000 gal 0.00
57
Mercury (mg/kg) 0.15
Mercury lbs./1,000 gal 0.00
420
Nickel (mg/kg) 16.10
Nickel lbs./1,000 gal 0.00
100
Selenium (mg/kg) 1.63
Selenium lbs./1,000 gal 0.00
7,500
Zinc (mg/kg) 1430.00
Zinc lbs./1,000 gal 0.36
RESIDUAL NITROGEN CALCULATION
Surface Application
Injection/Incorporation Application
Remaining
Remaining
Organic
Organic
PAN PAN Nitrogen
TKN (lbs/DT) (mg/kg)
PAN PAN Nitrogen
TKN
TKN (mg/kg) (lbs/DT) (mg/kg)
Equations
1 st Year 34,200 11,139 22.28 23,061
34,200 11,694 23.39 22,506
1 st Yr. PAN (mg/kg)=(MR x (TKN -NH3))+ (VR x NH3)+NOx
2nd Year 23,061 3,459 6.92 19,602
22,506 3,376 6.75 19,130
2nd Yr PAN (mg/kg)- 2nd Yr. TKN x (MR/2)
3rd Year 19,602 1,470 2.94 18,132
19,130 1,435 2.87 17,695
3rd Yr PAN (mg/kg)- 3rd Yr. TKN x (MR/4)
4th Year 18,132 680 1.36 17,452
17,695 664 1.33 17,032
4th Yr PAN (mg/kg)- 4th Yr. TKN x (MR/8)
5th Year 17,452 327 0.65 17,125
17,032 319 0.64 16,712
5th Yr PAN (mg/kg)- 5th Yr. TKN x (MR/16)
Total 17,075 34.15
Total 17,488 34.98

Contact: Drew Matthews
Client: Soil Plus
P.O. Box 1396
Oxford, NC 27565
Meritech Work Order # 01222416
Parameters
% Total Solids
Ammonia, Nitrogen
TKN
Nitrate/Nitrite, Nitrogen
Aluminum, total
Arsenic, total
Cadmium, total
Calcium, total
Copper, total
Lead, total
Magnesium, total
Mercury, total
Molybdenum, total
Nickel, total
Phosphorus, total
Potassium, total
Selenium, total
Sodium, total
Zinc, total
pH
Meritech, Inc.
Environmental Laboratory
Laboratory Certification No.165
Sample: C1012224 Grab
Results
3.06 %
1,110 mg/kg
34,200 mg/kg
657 mg/kg
2,610 mg/kg
< 1.63 mg/kg
0.742 mg/kg
22,300 mg/kg
742 mg/kg
17.1 mg/kg
1,910 mg/kg
0.147 mg/kg
6.90 mg/kg
16.1 mg/kg
16,500 mg/kg
3,080 mg/kg
<1.63 mg/kg
5,290 mg/kg
1,430 mg/kg
6.9 S.U.
Analvsis Date
1/23/24
1/25/24
1/25/24
1/23/24
1/25/24
1/25/24
1/25/24
1/25/24
1/25/24
1/25/24
1/25/24
1/30/24
1/25/24
1/25/24
1/25/24
1/25/24
1/25/24
1/25/24
1/25/24
1/25/24
Report Date
Project:
Date Sample Rcvd:
Renortin Le imit
0-100 %
455 mg/kg
20 mg/kg
10.0 mg/kg
2.50 mg/kg
1.63 mg/kg
0.100 mg/kg
10.0 mg/kg
1.00 mg/kg
0.500 mg/kg
10.0 mg/kg
0.02 mg/kg
0.250 mg/kg
0.500 mg/kg
1.00 mg/kg
20.0 mg/kg
1.63 mg/kg
20.0 mg/kg
0.500 mg/kg
1.0 - 14.0 S.U.
1/31/2024
Clinton Q1
1/22/2024
1/22/24
Method
SM 2540B
EPA 350.1
EPA 351.1
EPA 353.2
EPA 200.7
EPA 200.7
EPA 200.7
EPA 200.7
EPA 200.7
EPA 200.7
EPA 200.7
EPA 245.1
EPA 200.7
EPA 200.7
EPA 200.7
EPA 200.7
EPA 200.7
EPA 200.7
EPA 200.7
SM 4500-HB
1 hereby certify that 1 have reviewed and approve these data. , 40�
Laboratory Representative
642 Tamco Road, Reidsville, North Carolina 27320
teL[phone] fax.[phone]

.-20.2m Chain of Custody Record (COC)
MERITECH, INC.
ENVIRONMENTAL LABORATORIES
642 Tamco Rd. Phone: [phone]
Reidsville NC 27320 Fax: [phone]
Email: [e-mail]
www.meritech-labs.com
Sample Location and/or ID ##
Method of
Shipment:
UPS
Fed Ex
Hand Delivery
Other
Sampling Dates & Times
Client: SOil Plus
Address: PO Box 1396
Oxford, NC 27565
NPDES#i::
Phone: [phone]
Fax [phone]
Email: samples@soilplus=net
Project: C 1: - fe'J (2 i
P.04:
Attention: Turn Around Time*
*RUSH work needs prior approval.
How would you like your report sent?
Circle all that a Email (prefenrredl , Fax, Mai! std (10 d—a-ysl 3 - 5 Days aa_ cu rare
Person TalcingSample (Sign/Print) JeSS, L ,p�,,- Lab Use Only
start End Comp. ? On Ice? PH oK?
#of �
Date Time Date � Time Drab? Cont. Test(s) Required v�No ClaK?
G 3 Residual Analysis (AI, Ammonia-N, As, Cd, Ca, Cu, Pb, - f 0
Mg, Hg, Mo, Ni, Nitrate -Nitrite N, %TS, pH, P, K, Se,
Na, TKN, Zn)
Temperature Upon
n , Receipt
** Dechlorination (<0.5 ppm) of Ammonia, Cyanide, Phenol and TKN samples must be done in the field prior to preservation. ***
Comments: Please report Residual Analysis results in mglkg care pasitor #
Please email results to samples a(..soilplus.net Jug #
Are these results for regulatory purposes? YesNo:
ReCmquished by. �I Rare _r LLrrne:
Tort results in: mg/L L
Relinquished by: Date: Time: y } ); Received by. Hate:
Relinquished by: Date: Time: Rived by b: 1 �--'I Dom.
Time,
Time: 1, 5—

Meritech, Inc.
Environmental Laboratory
Laboratory Certification No. 165
Page 1
Contact: Drew Matthews Report Date: 2/8/2024
Client: Soil Plus
P.O. Box 1396 Project: Clinton Q1
Oxford, NC 27565 Date Sample Rcvd: 1/22/2024
Meritech Work Order # 01222418 Sample: CL 012224 Grab 1/22/2024
1311 - TCLP Metals
Parameter
Results
Analvsis Date
Det. Limit
Reg. Limit
Method
Arsenic
<0.100 mg/L
1/31/24
0.100
5.0
EPA 200.7
Barium
0.093 mg/L
1/31/24
0.050
100.0
EPA 200.7
Cadmium
<0.020 mg/L
1/31/24
0.020
1.0
EPA 200.7
Chromium
0.070 mg/L
1/31/24
0.050
5.0
EPA 200.7
Lead
<0.100 mg/L
1/31/24
0.100
5.0
EPA 200.7
Mercury
<0.020 mg/L
1/30/24
0.020
0.2
EPA 245.1
Selenium
<0.100 mg/L
1/31/24
0.100
1.0
EPA 200.7
Silver
<0.050 mg/L
1/31/24
0.050
5.0
EPA 200.7
TCLP Organics
Parameter
Results
Analysis Date
Renortin LQ unit
Method
Volatiles 8260
Attached
1/29/24
-
8260
Semi Vol. 8270
Attached
2/1/24
-
8270
Other Tests
Parameter Results Analvsis Date Renortin Lg imit Method
Cyanide, total <0.500 mg/kg 1/25/24 0.500 mg/kg EPA 335.4
Sulfide 67.8 mg/kg 1/31/24 10.0 mg/kg SM4500S2D
Flash Point >140 °F 1/26/24 - EPA 1020C
Corrositivity (pH) 7.1 S.U. 1/25/24 1.0 - 14.0 S.U. SM 4500 HB
642 Tamco Road, Reidsville, North Carolina 27320
tel.[phone] fax.[phone]

Contact: Drew Matthews
Client: Soil Plus
P.O. Sox 1396
Oxford, NC 27565
Meritech Work Order # 01222418
Meritech, Inc.
Environmental Laboratory
Laboratory Certification No.165
Sample: CL 012224 Grab
Page 2
Report Date: 2/8/2024
Project: Clinton Q1
Date Sample Rcvd: 1/22/2024
1/22/2024
1311 - TCLP Pesticides & Herbicides
Pesticide - SW-846 8081A
Parameter Results Analvsis Date Det. Limit Reg. Limit Dilution Factor
Endrin
Chlordane
Toxaphene
Methoxychlor
Heptachlor
Lindane
Herbicides - SW-846 8151A
Parameter
2,4-D
2,4,5-TP (Silvex)
Attached - - -
Attached - - -
Attached - - -
Attached - - -
Attached - - -
Attached - -
Results
Attached
Attached
Analvsis Date Det. Limit Reg. Limit Dilution Factor
I hereby certify that I have reviewed and approve these data.
Laboratory Representative
642 Tamco Road, Reidsville, North Carolina 27320
tel.[phone] fax.[phone]

. im
MERITECH, INC.
Environmental Laboratories
Client:
Project:
Client Sample ID:
Sample Collection:
Meritech Sample ID:
Volatiles: SW-846 8260
Analysis: 01/29/24
Analyst: VWV
Laboratory Certificate #165
Soil Plus
Clinton Q l
CLO12224
01 /22/24
01222418
1311 - TCLP Organics
Extraction: 01/24/24
Report Date: 02/02/24
Parameter
Result
Units
Det. Limit
Reg. Limit
Dilution Factor
Benzene
< 0.0100
mg/L
0.0100
0.50
10
Carbon Tetrachloride
< 0.0100
mg/L
0.0100
0.50
10
Chlorobenzene
< 0.0100
mg/L
0.0100
100
10
Chloroform
< 0.0100
mg/L
0.0100
6.0
10
1,2-Dichloroethane
< 0.0100
mg/L
0.0100
0.50
10
1,1-Dichloroethene
< 0.0100
mg/L
0.0100
0.70
to
Methyl Ethyl Ketone
< 0.100
mg/L
0.100
200
10
Tetrachloroethylene
< 0.0100
mg/L
0.0100
0.70
t0
Trichloroethene
< 0.0100
mg/L
0.0100
0.50
10
Vinyl Chloride
< 0.0200
mg/L
0.020
0.20
10
Semi-Volatiles: SW-846 8270
Analysis: 02/01/24
Extraction:
01/24/24
Analyst: PM
Report Date:
02/02/24
Parameter
Result
Units
Det. Limit
Reg. Limit
Dilution Factor
1,4-Dichlorobenzene
<0.100
mg/L
0.100
7.5
10
Hexaehlorobenzene
<0.100
mg/L
0.100
0.13
10
Hexachloro-1,3-butadiene
<0.100
mg/L
0.100
0.5
10
Hexachloroethane
<0.100
mg/L
0.100
3.00
10
o-cresol
<0.100
mg/L
0.100
200
10
m&p-cresol
<0.200
mg/L
0.200
200
10
Total cresols
<0.300
mg/L
0.300
200
10
Nitrobenzene
<0.100
mg/L
0.100
2.00
10
Pentachlorophenol
<0.500
mg/L
0.500
100
10
Pyridine
<0.100
mg/L
0.100
5.0
10
2,4,5-Trichlorophenol
<0.100
mg/L
0.100
400
10
2,4,6-Trichlorophenol
<0.100
mg/L
0.100
2.00
10
2,4-Dinitrotoluene
<OJOO
mg/L
0.100
0.13
10
I hereby certify that I have reviewed and approve these data. "4mn rl tea �(1JYl�e��
Laboratory Representative
642 Tamco Road * Reidsville, NC 27320
[phone] * [e-mail]

SamunirEnvironmentaf Technrslogiex, Inc-.
WO#:
240117y9
umm,lr
3314 Win S1.
ENVIHONN1t=t1iTALTECHkOLOGIES, INC
Cu
yahoga Cu ahn a Falls, Ohio 44223
Date Reported:
2M2024
Analytical Laboratories TEL: [phone] FAX: [phone]
Company:
Meritech Environmental Laboratories
Weilsite: htt;;:11www.vettek.eonr
Address:
642 Tamco Rd.
Reidsville NC 27320
Received:
1 /26/2024
Project#:
TCLP Pesticides
Client ID#
Lab ID# Collected Analyte
Rep Lmt Result Units
Matrix
Method
DF
RegLvl
Run
Analyst
012224-18
001
1/22/2024 Chlordane, total
2.50
NO pg/L
Solid
EPA 8081E
1
30.0
2/3/2024
JDB
012224-18
001
1/22/2024 Toxaphene
5.00
ND pg/L
Solid
EPA 8081 B
1
500
2/3/2024
JDB
012224-18
001
1/22/2324 Endrin
0.500
ND pg/L
Solid
EPA 8081 B
1
20.0
2/3/2024
JDB
012224-18
001
1/22/2024 gamma-BHC
0.500
ND lag/L
Solid
EPA 8081B
1
400
2/3/2024
JDB
012224-18
001
1/22/2024 Heptachlor
0.500
ND pg/L
Solid
EPA 8081B
1
8.00
2/3/2024
JDB
012224-18
001
1/22/2024 Heptachlor epoxide
0.500
NO pg1L
Solid
EPA 6081E
1
8.00
2/3/2024
JDB
012224-18
001
1/22/2024 Methoxychlor
0.500
NO pg/L
Solid
EPA BD81B
1
10000
2/3/2024
JDB
TCLP
Herbicides
Client 1D4
Lab 1D# Collected Analyte
Rep Lmt
Result Units
Matrix
Method
DF
RegLvl
Run
Analyst
012224-18
001
1/22/2024 2,4-D
0.0100
ND mg/L
Solid
EPA 8321 B
1
10.0
2/1/2024
MTG
D12224-18
001
1/22/2024 2,4,5-TP
0,0100
ND mg/L
Solid
EPA 8321B
1
1.00
2/9/2024
MTG
TCLP Pesticides
CIient 1D#
Lab ID# Collected Analyte
Rep Lmt
Result Units
Matrix
Method
DF
RegLvl
Run
Analyst
012324-134
002
1123/2024 Chlordane, total
25.0
NO pglL
Solid
EPA 80818
10
30.0
2/6/2024
JDB
012324-134
002
1/23/2024 Toxaphene
50.0
NO pg/L
Solid
EPA 8081E
10
500
2/612024
JDB
012324-134
002
1/23/2024 Endrin
5.00
NO pg/L
Solid
EPA 8081B
10
20.0
2/6/2024
JDB
012324-134
002
1/23/2024 gamma-BHC
5.00
NO pg/L
Solid
EPA 8081E
10
400
2/6/2024
JDB
012324-134
002
1/23/2024 Heptachlor
5.00
NO pg/L
Solid
EPA 8081E
10
8.00
2/6/2024
JDB
012324-134
002
1/23/2024 Heptachlor epoxide
5.00
NO pg/L
Solid
EPA 8081 B
10
8.00
216/2024
JDB
012324-134
002
1/23/2024 Methoxychlor
5.00
NO pg/L
Solid
EPA 8081B
10
10000
2/6/2024
JDB
TCLP
Herbicides
Client ID#
Lab ID# Collected Analyte
Rep Lmt
Result Units
Matrix
Method
DF
RegLvl
Run
Analyst
012324-134
002
1/23/2024 2,4-D
0.500
ND mg1L
Solid
EPA 6321B
50
10.0
2/6/2024
MTG
012324-134
002
1/23/2024 2,4,5-TP
0.500
ND mg1L
Solid
EPA 8321B
50
1.00
2/6/2024
MTG
Page 4 of 17

3-m-zoi;
Chain of Custody Record (COC)
hk
MERITECH, INC.
ENVIRONMENTAL LABORATORIES
'
642 Tamco Rd. Phone: [phone]
-0afa
Reidsville NC 27320 Fax: [phone]
Email: [e-mail]
www.meritech-labs.com
Sampling Dates & Times
Sample Location and/or ID # Start End
Date Time Date Time
Client: Soil Plus
Address: PO Box 1396
Oxford, NC 27565
NPDES#:
Phone: [phone]
Fax: [phone]
Email: [e-mail]
Project: C h ,.4 " Q
P.O.#:
Attention: Turn Around Time*
RUSH work needs prior approval.
How would you like your report sent?
3 -
Circle all That apply:Email (preferred) ,S Da s 7d -dR Hrc
1 1 Fax, Mail $td (10 days) I � -
Person Taking Sample (Sign/Print): /
�.�.pr- 3csse- Lop--'- Lab Use Only
Comp? oof nt Test(s) Required es Ice? o OK?
Grab. Cont. ClCI OK.
G 3 Full TCLP (Ignitability, Corrositivity, Reactivity)
Temperature Upon
Receipt:
Method of #** Dechlorination (<0.5 ppm) of Ammonia, Cyanide, Phenol and TKN samples must be done in the field prior to preservation.
Shipment: Comments: Please report TCLP results in mg/L Compositor#
UPS
Please email results to [e-mail]
Jug_ #
Q Fed Ex
Are these results for regulatory purposes? Yes © No
Report results in: mg/L
C mg/kg ug/L
Hand Deliver
Relinquished by: / , , „ , -� _ I Date: 1 tr] me: �1\ _
P�f+"
Received by:
Date: Time
6,
Other
Relinquished by: Date: Time: rl
Received by:
Date: Time:
Relinquished by: Date: Time:
Rr4d by,Lab: �'i�,)
Date: Time:
jv� r

Meritech, Inc.
Environmental Laboratory
Laboratory Certification No. 165
Page 1
Contact: Drew Matthews
Report Date:
1/30/2024
Client: Soil Plus
P.O. Box 1396 Project:
Clinton Q1
Oxford, NC 27565 Date Sample Rcvd:
1/22/2024
Meritech Work Order #
01222409 Sample: CL 012224 (001) Grab
1/22/24.
Parameters
Results Analvsis Date Renortin Lg imit
Method
% Total Solids
3.32 % 1/23/24 0-100 %
SM 2540B
Fecal Coliform (Class B Sludge)
33,133 CFU/g dry wt 1/22/24 178 CFU/g dry wt
SM 9222D
Meritech Work Order #
01222410 Sample: CL 012224 (002) Grab
1/22/24
Parameters
Results Analvsis Date Reporting Limit
Method
% Total Solids
3.12 % 1/23/24 0-100 %
SM 2540B
Fecal Coliform (Class B Sludge)
28,846 CFU/g dry wt 1/22/24 173 CFU/g dry wt
SM 9222D
Meritech Work Order #
01222411 Sample: CL 012224 (003) Grab
1/22/24
Parameters
Results Analvsis Date Renorting Limit
Method
% Total Solids
3.09 % 1/23/24 0-100 %
SM 2540B
Fecal Coliform (Class B Sludge)
45,307 CFU/g dry wt 1/22/24 104 CFU/g dry wt
SM 9222D
Meritech Work Order #
01222412 Sample: CL 012224 (004) Grab
1/22/24
Parameters
Results Analvsis Date Rer)orting L imii
Method
% Total Solids
3.18 % 1/23/24 0-100 %
SM 2540B
Fecal Coliform (Class B Sludge)
33,019 CFU/g dry wt 1/22/24 198 CFU/g dry wt
SM 9222D
642 Tamco Road, Reidsville, North Carolina 27320
tel.[phone] fax.[phone]

Meritech, Inc.
Environmental Laboratory
Laboratory Certification No. 165
Contact: Drew Matthews
Client: Soil Plus
P.O. Box 1396
Oxford, NC 27565
Page 2
Report Date: 1/30/2024
Project: Clinton Q1
Date Sample Rcvd: 1/22/2024
Meritech Work Order # 01222413 Sample: CL 012224 (005) Grab
Parameters Results Analvsis Date ReportingLimit
%n Total Solids 3.28 % 1/23/24 0-100 %
Fecal Coliform (Class B Sludge) 33,537 CFU/g dry wt 1/22/24 168 CFU/g dry wt
Meritech Work Order # 01222414 Sample: CL 012224 (006) Grab
Parameters Results Analvsis Date Renortin Limit
%Total Solids 3.22 % 1/23/24 0-100 %
Fecal Coliform (Class B Sludge) 55,901 CFU/g dry wt 1/22/24 317 CFU/g dry wt
Meritech Work Order # 01222415 Sample: CL 012224 (007) Grab
Parameters Results Analvsis Date Reporting Limit
% Total Solids 3.13 % 1/23/24 0-100 %n
Fecal Coliform (Class B Sludge) 41,534 CFU/g dry wt 1/22/24 201 CFU/g dry wt
1/22/24
Method
SM 2540B
SM 9222D
1/22/24
Method
SM 2540B
SM 9222D
1/22/24
Method
SM 2540B
SM 9222D
I hereby certify that I have reviewed and approve these data. v �
Laboratory Representative
642 Tamco Road, Reidsville, North Carolina 27320
tel.[phone] fax.[phone]

131-- Chain of Custody Record (COC)
MERITECH, INC.
ENVIRONMENTAL LABORATORIES
a 642 Tamco Rd. Phone: [phone]
Reidsville NC 27320 Fax: [phone]
Email: [e-mail]
v& ww. meritec h-la bs.com
Sample Location and/or ID #
C L oWd; q (001)
�L b�daa�f (002)
L r a a ay (003)
Cho I 1J (004)
Lvl aaa y (005)
G L h r (006)
t d ( dads (007)
Sampling Dates & Times
Start End
Date Time Date Time
w-,�xY 9.10
Client: Soil Plus
Address: PO Box 1396
Oxford, NC 27565
NPDES#:
Phone: [phone]
Fax: [phone]
Email: [e-mail]
Project: C oU l
0 1
P.O.#:
Attention:
Torn Around Time*
How would you like your report sent?
*RUSH work needs prior approval.
Circle all that apply: Email (preferred) , Pax, Mail Std (zD days)
3 - s Days mt Nrt
Person Taking sample (sign/Print): 5,-.5s
L-pe,-
Lab Use Only i
Comp? #of �!
Test(s) Required
On Ice? pH OK?
No
Grab? Cont.
,Ies, C1OK?
G 1 Fecal Coliform 1 % Total Solids
G 1 Fecal Coliform / % Total Solids
�
f
G 1 Fecal Coliform / % Total Solids
G 1 Fecal Coliform / °/b Total Solids
Z
G 1 'Fecal Coliform / % Total Solids
G 1 Fecal Coliform / % Total Solids
G 1 Fecal Coliform 1 % Total Solids
f '"
Temperature Upon
- n c Receipt:
Method of " Dechlorination (<0.5 ppm) of Ammonia, Cyanide, Phenol and TKN samples must be done in the field priorto presenration.
Comments: .. Compositor tf
Shipment: Comments:
email results to samples@soilplus_net
[J; L1 PS Jug #
r Fed Ex Are these results for regulatory purposes? Yes E�No Report results in: mg/L mg/kg - ug[L
Relinquished by. ,v �_ Date: Time: Received by: Date, Time: i
Hand Delivery �`y"r- — "�? d� f U b
Relinquished b T ~
Othery 4a;e.� � Time- 1 � l Receivediry Date: Time:
Relinquished by: J Date:` Time;1 ) ived i y lab: , ` } , , Date: Time: f 4
T

Meritech, Inc.
Environmental Laboratory
Laboratory Certification No. 165
Contact: Drew Matthews Report Date: 4/15/2024
Client: Soil Plus
P.O. Box 1396 Project: Clinton Q1
Oxford, NC 27565 Date Sample Rcvd: 3/7/2024
Vector Attraction Reduction / Aerobically Digested Sludge (30 Day Test)
Meritech Work Order # 03072498 Sample: C030724 Grab 3/7/24
Total Solids Volatile Solids % Volatile Solids
Week 1 0.92 0.77 0.838
Week 2 0.92 0.76 0.830
Week 3 0.89 0.74 0.832
Week 4 0.87 0.71 0.823
Week 5 0.82 0.67 0.825
Mass Balance Equation = 1.55% Volatile Solids Reduction as per EPA Part 503 Biosolids Rule
1 hereby certify that 1 have reviewed and approve these data. J(o�ratory Representative
642 Tamco Road, Reidsville, North Carolina 27320
tel.[phone] fax.[phone]

3-20-2013 Chain of Custody Record (COC)
MERITECH, INC.
ENVIRONMENTAL LABORATORIES
642 Tamco Rd. Phone: [phone]
Reidsville NC 27320 Fax: [phone]
Email: [e-mail]
www.meritech-labs.com
Sampling Dates & Times
Sample Location and/or ID # Start End
Date Time Date Time
C 030724
3/7/24 jv:cARfl
Client: Soil Plus
Address: PO Box 1396
Oxford, NC 27565
N P D ES#:
Phone: [phone]
Fax: [phone]
Email: [e-mail]
Project: Clinton Q1
P.O.#:
Attention: Turn Around Time*
How would you like your report sent? *RUSH work needs prior approval.
Std (10 days) 3 - S Days )4 - 4R Hrc
Circle all that apply:1 Email (preferred) ,� Fax, Mail
Person Taking Sample(Sign/Print): Drew Matthews j,��c� �'�'� Lab Use Only
Comp? #of On Ice? pH OK?
Grab? Cont. Test(s) Required t , No C, OK?
G 1 30 Day Bench Scale Test SO
Method of *** Dechlorination (<0.5 ppm) of Ammonia, Cyanide, Phenol and TKN samples must be done in the field prior to preservation. ***
Comments:
Shipment: Please email results to [e-mail]
UPS
El Fed Ex Are these results for regulatory purposes? Yes W No 0
Relinquishedby: �^l A�, aa2t,r� Date: 3 � I I2�/Time:
Hand Delivery ?1— 10 Pr"
eli ' 3Data(; _ Timer)Other Relqtruy: . C r
Date: Time:
/—jeport results in: mg/L
R v
Reiy d b
Temperature Upon
Receipt:
Compositor #
l-
JJug #
mg/kg 13 ug/L ED
te: � Time:',
t
Date: Time:
R7iceived,ky Lab: � Date: Time:
n� jnix,

APPENDIX 4
2024 PERMIT MODIFICATION
Granville Farms, Inc. (WQ0000838)
Land Application Site Certification Attachment
LAS CA

State of North Carolina
DWR
Department of Environmental Quality
Division of Water Resources
l?ivWton of hater Resources LAND APPLICATION SITE CERTIFICATION
INSTRUCTIONS FOR FORM: LASC 06-16
Please use the following instructions as a checklist in order to ensure all required items are submitted. Adherence to these
instructions and checking the provided boxes will help produce a quicker review time and reduce the amount of additional
information requested. Failure to submit all of the required items will lead to additional processing and review time for the
permit application. Unless otherwise noted, the Annlicant shall submit one original and two conies of the annlication and
sunnorting documentation
For more information, visit the Water Quality Permitting Section's Non -Discharge Permitting Unit
General — This certification provides detailed information of receiving sites for land application of Class B residuals (may include
water treatment plant or other type residuals) in accordance with 15A NCAC 02T .1100. Do not submit this certification for review
without a corresponding application form (FORM: RLAP 06-16 or FORM: SDR 06-16).
Unless otherwise noted, the Applicant shall submit one original and two copies of the application and supporting documentation listed
below.
A. Land Application Site Certification (FORM: LASC 06-16):
❑ Submit the completed and appropriately executed Land Application Site Certification (FORM: LASC 06-16) form. Please
do not make any unauthorized content changes to this form. If necessary for clarity or due to space restrictions, attachments
to the application may be made, as long as the attachments are numbered to correspond to the section and item to which they
refer.
❑ For new or renewed permits, submit the requested information for all land application sites.
❑ For modified permits, submit the requested information for o� those sites that are new, transferred or affected by the
proposed modification.
B. Land Application Site Information:
❑ The status of the land application site with respect to this residuals land application program must be provided in table L The
status categories and their corresponding codes are as follows:
♦ New (N) ♦ Renewed (R) ♦ Modified (M) ♦ Transferred (T) ♦ Deleted (D)
❑ Attach the following in accordance with each status code:
Required Item
County Board
Notification.doc
Land Owner
Agreement
(If applicable)
Setback Waiver
Agreement
An updated vicinity/setback map in accordance with the "Man Guidance
for Residuals Land Annlication Permits"
A soils and agronomic evaluation in accordance with the "Soil Scientist
Evaluation Policv"
INSTRUCTIONS FOR FORM: LASC 06-16
Status Code
N R T M
Page 1 of 3

An updated accounting of the land application site's cumulative
pollutant loading rates (CPLRs)
Required Item Status Code
N R T M
For previously permitted sites without a soil series name indicated in the
Attachment B, submit County Soil Survey Map (or equivalent) clearly
indicate the location of the land application site and in accordance with
the soil map requirements in the "Soil Scientist Evaluation Policv"
Acknowledgement of field transfer from Land Owner (Fields may not
be permitted to multiple Permittees over the same time period)
* This item may be required for land application site with a status code "M", please contact the Division if you need assistant in
determining attachment requirements.
❑ Crop Type should include the most likely crop types for the life of the permit (five years).
❑ Predominant Soils Series Name must be either the name of the soil indicated in Attachment `B" of the existing permit, or
name of the soil series as provided by the licensed soil scientist.
❑ Predominant Soil Mapping Unit or Representative Slope: Either the Soil Mapping Unit or the representative slope of each
site must be provided. The predominant soil -mapping unit must be consistent with the predominant soil series name. Please
note that the soil mapping units are variable between Counties, so care should be taken in properly identifying the correct
mapping unit. If a representative slope is provided, it must be determined accordingly:
❑ For sites previously permitted for use, but do not have an established soil mapping unit (the mapping unit provides
information on both the soil series name and the slope of the soil), the Applicant may determine the representative slope
by using the average slope provided in the County Soil Survey (or equivalent). A soil type with a slope range of 4 - 8%
would have a representative slope of 6%.
❑ New Sites to be permitted must have slopes determined as part of the soils report prepared by a licensed soil scientist.
❑ Acceptable methods for determining location coordinates (i.e., latitude and longitude) and their corresponding codes are as
follows:
• Address Matching (ADD) • Digital or Raw Photo Extraction (EXT)
• Aerial Photography with Ground Control (AER) • Geodetic Quality GPS Survey (GEO)
• Cadastral Survey (SUR) • LORAN-C Navigation Device (LOR)
• Conversion from Coordinate Plane (CP) • Navigation Quality GPS (GPS)
• Conversion from Township -Section -Range (TSR) • Remote Sensing (RS)
• Conversion from Universal Trans Mere (UTM) • Zip Code Centroid (ZIP)
• Map Interpretation by Digital or Manual Extraction (MAP)
C. Waterbody and Classifications Information: (new sites only)
❑ Use an 8.5 by 11-inch copy of the portion of a 7.5-minute USGS Topographic Map to identify the location where the
residuals program activities are planned to occur as well as the closest downslope surface waters as clearly as possible. Each
map portion must be labeled with the map name and number, the identified location, and be of clear and reproducible quality.
❑ Surface water body classifications information may be found at: httn://dea.nc.Rov/about/divisions/water-
resources/blannina/classification-standards/classifications
❑ Any questions concerning the waterbody and its classification, please contact the Division's regional offices.
❑ A list of the Division's regional offices, their county coverage, and their contact information may be downloaded at:
httD:Hdea .nc. Rov/contact/re Rional-office s
❑ General Instructions: There are 17 river basins in North Carolina. Each basin has associated waterbodies with assigned
subbasins, location descriptions, stream index numbers and established classifications.
1. Identify the project area on a 7.5 minute USGS topographical map (an 8.5 x 11-inch sheet showing the project area
should be submitted with the permit application regardless of whether a Stream classification was completed).
2. Determine the names of all the closest down slope surface waters from the project site. For unnamed tributaries, see
Table 1: Unnamed Tributaries Entering Other States or for Specific Basin Areas. Label any unnamed tributaries as
"UT to stream name" as the waterbody name.
3. Open the link httD:Hdea.nc.Rov/about/divisions/water-resources/Dlannina/classification-standards/classifications.
❑ Stream Classification Process: One of the options below may be used depending on the known initial project information.
❑ KNOWN BASIN WHERE CLOSEST DOWN SLOPE SURFACE WATER IS LOCATED
1. Select proper basin from the List all Waterbodies in Basin sorted report. Sort hydrologically as this will provide
the proper location descriptions if multiple runs.
INSTRUCTIONS FOR FORM: LASC 06-16 Page 2 of 3

2. Locate the name of the identified waterbody (from General Directions) on the list.
3. For multiple listings of the same waterbody name in the report, select and verify the location description. The term
"source" in the description means the beginning of the waterbody segment (most upstream point).
4. Record all Basins, Stream Index Numbers and Classifications applicable to the project.
❑ KNOWN COUNTY WHERE CLOSEST DOWN SLOPE SURFACE WATER IS LOCATED
1. Select the proper county from the List all Waterbodies in county, hydrologically report.
2. Locate the name of the identified waterbody (from General Directions) on the list.
3. For multiple listings of the same waterbody name in the report, select and verify the location description. The term
"source" in the description means the beginning of the waterbody segment (most upstream point).
4. Record all Basins, Stream Index Numbers and Classifications applicable to the project.
❑ UNKNOWN BASIN WHERE CLOSEST DOWN SLOPE SURFACE WATER IS LOCATED
1. Use the Clickable basin map to hydrologically sorted list report.
2. Click on the approximate project location to bring up the hydrologically sorted list.
3. Locate the name of the identified waterbody (from General Directions) on the list.
4. For multiple listings of the same waterbody name in the report, select and verify the location description. The term
"source" in the description means the beginning of the waterbody segment (most upstream point).
5. Record all Basins, Stream Index Numbers and Classifications applicable to the project.
❑ Notes on index number and unnamed streams:
Unnamed Streams 15A NCAC 02B .0301(i).
❑ Any stream which is not named in the schedule of stream classifications carries the same classification as that assigned
to the stream segment to which it is tributary (at the point of entry) except:
(A) unnamed streams specifically described in the schedule of classifications;
(B) unnamed freshwaters tributary to tidal saltwaters will be classified "C"; or
(C) after November 1, 1986, any newly created areas of tidal saltwater which are connected to Class SA waters by
approved dredging projects will be classified "SC" unless case -by -case reclassification proceedings are conducted.
❑ The following river basins have different policies for unnamed streams entering other states or for specific areas of the
basin:
Unnamed Tributaries Entering Other States or for Specific Basin Areas
Hiwassee River Basin
Little Tennesse River
Basin And Savannah
River Drainage Area
French Broad River
Basin
Watauga River Basin
Broad River Basin
New River Basin
Catawba River Basin
Yadkin -Pee Dee River
Basin
Lumber River Basin
Roanoke River Basin
Chowan River Basin
Tar -Pamlico River
Basin
Pasquotank River Basin
Streams entering Georgia or Tennessee shall be classified "C Tr."
Streams entering Georgia or Tennessee shall be classified "C Tr." Such streams in the Savannah
River drainage area entering South Carolina shall be classified 'B Tr."
Streams entering Tennessee will be classified 'B."
Streams entering the State of Tennessee are classified "C."
Streams entering South Carolina are classified "C."
Streams entering the State of Tennessee are classified "C."
Streams entering South Carolina are classified "C."
Streams entering Virginia are classified "C," and such streams entering South Carolina are
classified "C."
Streams entering South Carolina are classified "C Sw."
Streams entering Virginia are classified "C." Except that all backwaters of John H. Kerr
Reservoir and the North Carolina portion of streams tributary thereto not otherwise named or
described shall carry the classification 'B," and all backwaters of Lake Gaston and the North
Carolina portion of streams tributary thereto not otherwise named or described shall carry the
classification "C and B."
Streams entering Virginia are classified "C."
All drainage canals not noted in the schedule are classified "C Sw." except the main drainage
canals to Pamlico Sound and its bays which shall be classified "SC."
All drainage canals not noted in the schedule are classified "C."
INSTRUCTIONS FOR FORM: LASC 06-16 Page 3 of 3

LAND APPLICATION SITE CERTIFICATION
Applicant's name: Granville Farms, Inc.
Land application sites currently certified: 1,414.8 net acres and Total to be certified: 1,560.41 net acres.
I. LAND APPLICATION SITE INFORMATION (See Instruction B):
Predominant Soil
Status Site/Field Landowners Lessees or Operator(s) Net Acres County Crop(s)
Codes ID O O � Series Nameb Mapping Unit
or Rep. Slope°
N KA-1
Michael Kelly Adkins
29.30
Halifax
Fescue Emporia
EwB
N KA-2
Pattie Epps Heirs
19.46
Halifax
Fescue Dothan
DoB
N SM-1
Samuel Mills
13.83
Halifax
Fescue Pacolet
PeB2
N EBLLC-1
E. Brantley, LLC
45.02
Nash
Fescue Norfolk
NrB
N EBLLC-2
E. Brantley, LLC
20.39
Nash
Fescue Georgeville
GeB
N EBLLC-3
E. Brantley, LLC
17.52
Nash
Fescue Georgeville
GeB
N
J
N
'Status Code for land application
sites are: ♦ N (New) ♦ R (Renewed)
♦ M (Modified)
♦ T (Transferred) ♦ D (Deleted)
b Soil Series Name (i.e. Appling, Cecil, etc.)
°Mapping Unit must be consistent with those used in the County Soil Survey (i.e. for a 2-8% slope
Cecil in
Anson County the mapping
unit is CeB2)
IL WATERBODY AND CLASSIFICATIONS INFORMATION (See Instruction
C):
Site/Field ID
Location
Latitude Longitude Location Method Code Location Accuracy
Waterbody Subbasin and Current and Proposed
p
Datum
Stream Index No. Class
KA-1
360 14' 44.3" 770 51' 25.9" NAD 83
GPS
Nearest Second
Little Fishing Creek / 28-79-25 4
F
KA-2
360 12' 53.4" 770 51' 11.4" NAD 83
GPS
Nearest Second
Little Fishing Creek / 28-79-25 C
C
SM-1
360 14' 45.5" 770 51' 57.7" NAD 83
GPS
Nearest Second
Little Fishing Creek / 28-79-25 C
C
EBLLC-1
350 56' 58.7" 780 07' 26.6" NAD 83
GPS
Nearest Second
Tar River / 28-(24.7) WS-V
WS-V
EBLLC-2
350 57' 12.8" 780 07' 9.8" NAD 83
GPS
Nearest Second
Tar River / 28-(24.7) WS-V
WS-V
EBLLC-3
350 57' 19.9" 780 06' 57.3" NAD 83
GPS
Nearest Second
Tar River / 28-(24.7) WS-V
WS-V
Note: Please keep the site information (I.) and waterbody information (IL) of the same field on the same page.
FORM: LASC 06-16 Page 1

APPENDIX 5
2024 PERMIT MODIFICATION
Granville Farms, Inc. (WQ0000838)
Kelly Adkins (KA)
County Manager Notification
Land Owner Agreements
Maps
Soil Boring & Certification
Soil Samples and Biosolid Utilization

North Carolina Department of Environmental Quality
Pat McCrory Donald R. van der Vaart
Governor Secretary
Date: 10/14/2024
To: Name of Chairman to the Board of County Commissioners: Vernon J. Bryant
Complete mailing address: PO Box 38
City: M State: EZip: 27839-
County where land application sites are located: lialifax
From: Applicant's name: Granville Farms, Inc. (on behalf of the Division of Water Resources in accordance with
Session Law 2013-340)
Contact person and title: Jason Smith. Vice President
Complete mailing address: PO Box 13
City: oxford State: E Zip: 27565-
Telephone number: [phone] E-mail address: lsmith&granvillefarmsinc.com
Subject: Notification of residual land application site proposal
This is to notify you that the Applicant listed above will be submitting an application to the Division of Water
Resources for the land application of residual solids to site(s) located in your county. During this review, the Division
will ensure that all federal and state regulations are enforced. Attached to this form is information regarding residuals -
generating sources and locations of the proposed land application sites. Please forward this letter and its associated
attachments to the appropriate Department within your County (i.e., Health or Environmental Health Department and
Planning Department) if applicable.
More information of the land application sites included in this application will be available at the following
Division of Water Resources Regional Office:
Name of appropriate regional office: Raleigh Regional Office
Complete mailing address: 3800 Barrett Drive
City: _ State: N, Zip: 609
Telephone number: 19) 791-4200
Expected date of application submission: 11/l/2024
Should you desire to comment on this application, please do so no later than 30 calendar days following the
expected application submission date. If you have any questions or comments about this notification, or if you would like
more information, please contact the appropriate regional office at the telephone number provided above. Thank you in
advance for your attention to this matter.
Enclosures: Source Facility Summary
Land Application Site Summary
Maps
Non -Discharge Permitting Unit
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
Phone: [phone] \ Internet: htto://oortal.ncdenr.ora/web/wa
An Equal Opportunity \Affirmative Action Employer — Made in part with recycled paper FORM: CBN 06-16

ATTACHMENT A — APPROVED RESIDUAL SOURCES
Granville Farms, Inc.
Certification Date: June 27, 2023
Permit Number: WQ0000838 Version: 4.0
Monitoring
Maximum
Monitoring
Monitoring
Frequency for
Approved
Owner
Facility Name
County
Permit Number
Biological
Dry Tons
Frequency for Non-
Frequency for
Pathogen &
Mineralization
Residuals
per Year r
hazardous
Metals &
Vector
Rate
z
Characteristics
Nutrients3,5
Attraction
Reductions a, 5
Mallinckrodt, LLC
Mallinckrodt WWTP
Wake
CHEM
Yes
790
Once Per Permit Cycle
See Table Below
See Table Below
0.3
Town of Spring Hope
Spring Hope WWTP
Nash
NCO020061
Yes
50
Once Per Permit Cycle
Annually
Annually
0.3
Town of Louisburg
Louisburg WRE
Franklin
NCO020231
Yes
318
Once Per Permit Cycle
Annually
Annually
0.3
Town of Pittsboro
Pittsboro WWTP
Chatham
NCO020354
Yes
200
Annually
Annually
Annually
0.3
City of Henderson
Henderson WRF
Vance
NCO020559
Yes
1,600
Once Per Permit Cycle
See Table Below
See Table Below
0.3
Town of Warrenton
Warrenton WWTP
Warren
NCO020834
Yes
318
Once Per Permit Cycle
Annually
Annually
0.3
City of Wilson
Wilson WWTP
Wilson
NCO023906
Yes
2,000
Once Per Permit Cycle
See Table Below
See Table Below
0.2
Roanoke Rapids Sanitary
Roanoke River WWTP
Halifax
NCO024201
Yes
318
Annually
Annually
Annually
0.3
District
City of Oxford
Oxford WWTP
Granville
NCO025054
Yes
500
Once Per Permit Cycle
See Table Below
See Table Below
0.3
Town of Enfield
Enfield WWTP
Halifax
NCO025402
Yes
100
Once Per Permit Cycle
Annually
Annually
0.3
South Granville Water &
Sewer Authority
SGWASA WWTP
Granville
NCO026824
Yes
650
Once Per Permit Cycle
See Table Below
See Table Below
0.3
City of Raleigh
Neuse River RRF
Wake
NCO029033
Yes
1,000
Once Per Permit Cycle
See Table Below
See Table Below
0.3
U.S. Department of Labor
Kittrell Job Corps Center
Vance
NCO029131
Yes
10
Not Required
Annually
Annually
0.3
City of Rocky Mount
Tar River Regional
WWTP
Edgecombe
NCO030317
Yes
800
Once Per Permit Cycle
See Table Below
See Table Below
0.3
Arbor Hill MHP
Arbor Hill MHP WWTP
Orange
NCO037869
Yes
10
Not Required
Annually
Annually
0.3
Aqua North Carolina, Ina
Neuse River p illage
Wake
NCO038784
Yes
15
Not Required
Annually
Annually
0.3
WWTDuke
Energy Progress, LLC
Shearon Harris NPP
Wake
NCO039586
Yes
15
Not Required
Annually
Annually
0.3
Knightdale Estates MHP
Knightdale Estates MHP
Wake
NCO040266
Yes
15
Not Required
Annually
Annually
0.3
Limited Partnership
WWTP
Aqua North Carolina, Inc.
Barclay Downs WWTP
Wake
NCO040606
Yes
10
Not Required
Annually
Annually
0.3
Town of Bunn
Bunn WWTP
Franklin
NCO042269
Yes
75
Once Per Permit Cycle
Annually
Annually
0.3
Total Environmental
Lake Royale WWTP
Franklin
NCO042510
Yes
10
Not Required
Annually
Annually
0.3
Solutions, Inc.
WQ0000838 Version 4.0 Attachment A Page 1 of 4

ATTACHMENT A — APPROVED RESIDUAL SOURCES
Granville Farms, Inc.
Certification Date: June 27, 2023
Permit Number: WQ0000838 Version: 4.0
Maximum Monitoring Monitoring
Biological Frequency for Non- Frequency for
Owner Facility Name County Permit Number Residuals Dry Tons hazardous Metals &
Per Year 1 Characteristics 2 Nutrients 3,5
ACG Birchwood, LLC
Birchwood MHP WWTP
Orange
NCO042803
Nature Trails Association
Nature Trails MHP
Chatham
NCO043257
CLP
WWTP
Fearrington Utilities, LLC
Fearrinngt�PVillage
Chatham
NCO043559
Aqua North Carolina, Inc.
Hawthorne SSubbdivision
Wake
NCO049662
WWT
Aqua North Carolina, Inc.
Cole Park Plaza Shopping
Chatham
NCO051314
Center WWTP
Carolina Water Services,
Ashley Hills WWTP
Wake
NCO051322
Inc. of North Carolina
Aqua North Carolina, Inc.
Avocet WWTP
Wake
NCO055051
Aqua North Carolina, Inc.
Cross Creek Mobile
Wake
NCO056391
Estates
Aqua North Carolina, Inc.
Chatham WRF
Wake
NCO056413
South Granville Water &
SGWASA WTP
Granville
NCO058416 /
Sewer Authority
NCO239107-WTI
Aqua North Carolina, Inc.
Mallard Crossing WWTP
Wake
NCO058505
Aqua North Carolina, Inc.
Lake Ridges Aeero Park
Durham
NCO059099
WWTP
Pope Industrial Park II Ltd
Pope Industrial Park
Wake
NCO060526
Partnership
WWTP
Aqua North Carolina, Inc.
Beachwood WWTP
Wake
NCO060577
Carolina Water Service, Inc.
Amherst Subdivision
Wake
NCO061638
of North Carolina
WWTP
Aqua North Carolina, Inc.
Woodlakw�Ptry Club
Moore
NCO061719
Carolina Water Service, Inc.
Kings Grant Subdivision
Wake
NCO062219
of North Carolina
WWTP
Aqua North Carolina, Inc.
Crooked Creek WWTP
Wake
NCO062715
Aqua North Carolina, Inc.
Briarwood Farms WWTP
Wake
NCO062740
Aqua North Carolina, Inc.
Wildwood Green WWTP
Wake
NCO063614
Clarke Utilities, Inc.
Deer Chase WWTP
Wake
NCO063746
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
No
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
10
Not Required
20
Not Required
100
Not Required
80
Not Required
25
Not Required
50
Not Required
20
Not Required
10
Not Required
100
Not Required
318
Once Per Permit Cycle
30
Not Required
10
Not Required
10
Not Required
10
Not Required
10
Not Required
25
Not Required
10
Not Required
40
Not Required
30
Not Required
30
Not Required
10
Not Required
Annually
Annually
Annually
Annually
Annually
Annually
Annually
Annually
Annually
Annually
Annually
Annually
Annually
Annually
Annually
Annually
Annually
Annually
Annually
Annually
Annually
Monitoring
Frequency for
Pathogen &
Vector
Attraction
Reductions a, s
Annually
Annually
Annually
Annually
Annually
Annually
Annually
Annually
Annually
None 6
Annually
Annually
Annually
Annually
Annually
Annually
Annually
Annually
Annually
Annually
Annually
Approved
Mineralization
Rate
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
WQ0000838 Version 4.0 Attachment A Page 2 of 4

ATTACHMENT A — APPROVED RESIDUAL SOURCES
Granville Farms, Inc.
Certification Date: June 27, 2023
Permit Number: WQ0000838 Version: 4.0
Monitoring
Maximum
Monitoring
Monitoring
Frequency for
Approved
Owner
Facility Name
County
Permit Number
Biological
Dry Tons
Frequency for Non-
Frequency for
Pathogen &
Mineralization
Residuals
per Year r
hazardous
Metals &
Vector
Rate
Characteristics z
Nutrients3,5
Attraction
Reductions a, 5
Carolina Water Service, Inc.
of North Carolina
Willowbrook WWTP
Wake
NCO064378
Yes
10
Not Required
Annually
Annually
0.3
Aqua North Carolina, Inc.
Neuse Colony WWTP
Johnston
NCO064564
Yes
250
Not Required
Annually
Annually
0.3
Town of Kenly
Kenly Regional WWTP
Johnston
NCO064891
Yes
318
Once Per Permit Cycle
Annually
Annually
0.3
Crosby Utilities, Inc.
Cotton WV�P ywood
Wake
NCO065706
Yes
15
Not Required
Annually
Annually
0.3
Aqua North Carolina, Inc.
Tradewinds WWTP
Wake
NCO065714
Yes
10
Not Required
Annually
Annually
0.3
Franklin County
Franklin County WWTP
Franklin
NCO069311
Yes
318
Once Per Permit Cycle
Annually
Annually
0.3
City of Rocky Mount
Tar River WTP
Nash
NCO072125 /
NC0464010-WT2
No
318
Not Required
Annually
None 6
--
City of Rocky Mount
Sunset Avenue WTP
Nash
NCO072133 /
NC0464010-WTI
No
318
Not Required
Annually
None 6
--
Clarke Utilities, Inc.
Whippoorwill Valley
Wake
NCO073318
Yes
15
Not Required
Annually
Annually
0.3
City of Raleigh
Little Creek RRF
Wake
NCO079316
Yes
150
Once Per Permit Cycle
Annually
Annually
0.3
City of Henderson
Kerr Lake Regional WTP
Vance
NCO083101 /
NCO291010-WT1
No
318
Once Per Permit Cycle
Annually
None 6
--
Town of Enfield
Enfield WTP
Halifax
NCO084034 /
NC0442025-WTI
No
50
Once Per Permit Cycle
Annually
None 6
--
Aqua North Carolina, Inc.
Governors Club WWTP
Chatham
WQ0000088
Yes
40
Not Required
Annually
Annually
0.3
Aqua North Carolina, Inc.
The Preserve at Jordan
Lake WWTP
Wake
WQ0018146
Yes
20
Not Required
Annually
Annually
0.3
Aqua North Carolina, Inc.
Colvard Farms
Orange
WQ0019569
Yes
10
Not Required
Annually
Annually
0.3
Aqua North Carolina, Inc.
Chapel Ridge WWTP
Chatham
WQ0022870
Yes
10
Once Per Permit Cycle
Annually
Annually
0.3
KRJ, Inc.
Rockbridge WWTP
Wake
WQ0024320
Yes
10
Not Required
Annually
Annually
0.3
Aqua North Carolina, Inc.
Legacy Jordan Lake
Chatham
WQ0024844
Yes
20
Not Required
Annually
Annually
0.3
Old North State Water
Company, LLC
Briar Chapel WWTP
Chatham
WQ0028552
Yes
100
Not Required
Annually
Annually
0.3
Aqua North Carolina, Inc.
Westfall WWTP
Chatham
WQ0028798
Yes
10
Not Required
Annually
Annually
0.3
Hasentree Owners
Hasentree Golf
Wake
WQ0033816
Yes
50
Not Required
Annually
Annually
0.3
Association, Inc.
Community
WQ0000838 Version 4.0
Attachment
A
Page 3 of 4

ATTACHMENT A — APPROVED RESIDUAL SOURCES
Granville Farms, Inc.
Certification Date: June 27, 2023
Permit Number: WQ0000838 Version: 4.0
Monitoring
Maximum
Monitoring
Monitoring
Frequency for
Approved
Biological
Owner Facility Name County Permit Number Dry Tons
Frequency for Non-
Frequency for
Pathogen &
Mineralization
Residuals per Year 1
hazardous
Metals &
Vector
Rate
z
Characteristics
Nutrients3,5
Attraction
Reductions a, 5
Consolidated Diesel Consolidated Diesel Nash WQ0040079 Yes 20
Once Per Permit Cycle
Annually
Annually
0.3
Total 12,132
1. Maximum Dry Tons per Year is the number of residuals approved for land application from each permitted facility.
2. Analyses to demonstrate that residuals are non -hazardous (i.e., TCLP, ignitability, reactivity, and coirosivity) as stipulated under permit Condition IV.2.
3. Testing of metals and nutrients as stipulated under permit Condition IV.3.
4. Analyses of the pathogen and vector attraction reductions as stipulated under permit Condition IVA.
5. Monitoring frequencies are based on the actual dry tons applied per year using the table below unless specified above.
Dry Tons Applied Monitoring Frequency
Dry Tons Applied (metric tons) (short tons per year) (40 CFR 503 and 15A NCAC 02T
.1111(c))
< 290 < 319 Once per year (Annually)
> 290 to < 1,500 > 319 to < 1,650 Once per quarter (4 x Year)
> 1,500 to < 15,000 > 1,650 to < 16,500 Once per 60 days (6 x Year)
> 15,000 > 16,500 Once per month (12 x Year)
6. Class A water treatment plant residuals are exempt from meeting the pathogen & vector attraction reduction requirements in Condition IVA, provided they are not mixed with residuals that have
been generated during the treatment of domestic wastewater, the treatment of animal processing wastewater, or the biological treatment of industrial wastewater. The Class A water treatment plant
residuals must be treated and processed in a manner as to not meet the definition of "Biological Residuals" as defined in 15A NCAC 02T .1102(6).
If no land application events occur during a required sampling period (e.g., no land application occurs during an entire year when annual monitoring is required), then no sampling data is
required during the period of inactivity. The annual report shall include an explanation for missing sampling data. Those required to submit the annual report to the United States
Environmental Protection Agency (US EPA) may be required to make up the missed sampling. Contact the US EPA for additional information.
WQ0000838 Version 4.0 Attachment A Page 4 of 4

LAND APPLICATION SITE CERTIFICATION
Applicant's name: &anville Farms. Inc.
Land application sites currently certified: 1,414.8 net acres and Total to be certified: 1,560.41 net acres.
I. LAND APPLICATION SITE INFORMATION (See Instruction B):
Status Site/Field Codes ID Landowner(s) Lessee(s) or Operator(s) Net Acres County Crop(s)
Predominant Soil
Series Nameb Mapping Unit
or Rep. Slope°
N KA-1
Michael Kelly Adkins
29.30
Halifax
Fescue
N KA-2
Pattie Epps Heirs
19.46
Halifax
Fescue
N SM-1
Samuel Mills
13.83
Halifax
Fescue
N EBLLC-1
E. Brantley, LLC
45.02
Nash
Fescue
N EBLLC-2
E. Brantley, LLC
20.39
Nash
Fescue
N EBLLC-3
E. Brantley, LLC
17.52
Nash
Fescue
N
J
N
'Status Code for land application sites are: ♦ N (New) ♦ R (Renewed)
♦ M (Modified)
♦ T (Transferred) ♦ D (Deleted)
b Soil Series Name (i.e. Appling, Cecil, etc.)
°Mapping Unit must be consistent with those used in the County Soil Survey (i.e. for a 2-8% slope
Cecil in
Anson County the mapping
unit is CeB2)
IL WATERBODY AND CLASSIFICATIONS INFORMATION (See Instruction
C):
Site/Field ID
Latitude Longitude Location Location Method Code Location Accuracy
Waterbody Subbasin and
Datum
Stream Index No.
KA-1
360 14' 44.3" 770 51' 25.9" NAD 83
GPS
Nearest Second
Little Fishing Creek / 28-79-25
KA-2
360 12' 53.4" 770 51' 11.4" NAD 83
GPS
Nearest Second
Little Fishing Creek / 28-79-25
SM-1
360 14' 45.5" 770 51' 57.7" NAD 83
GPS
Nearest Second
Little Fishing Creek / 28-79-25
EBLLC-1
350 56' 58.7" 780 07' 26.Q" NAD 83
GPS
Nearest Second
Tar River / 28-(24.7)
EBLLC-2
, 50 57' 12.8" 780 07' 9.8" NAD 83
GPS
Nearest Second
Tar River / 28-(24.7)
EBLLC no N' 19.9" 780 06' =" NAD 83 ADD Nearest Second
Note: Please keep the site information (I.) and waterbody information (IL) of the same field on the same page.
Tar River / 28-(24.7)
1
Ed 1
Current and Proposed
Class
C NSW
C NSW
C NSW
C NSW
C NSW
C NSW
WS-V
WS-V
NSW
NSW
WS-V
WS-V
NSW
NSW
WS-V
WS-V
NSW
NSW
FORM: LASC 06-16 Page 1

J
N /
W E
S
I
1
\� Legend
— Road
River/Stream
Field Boundary
County Boundary
\ ❑ Municipal Boundary
❑ Water Supply Watershed
Scale: 1 inch = 1 mile
Drawn by: DM
Reviewed by:
Date: October 2024
SM
FIELD 1
KA
FIELDS 1-2
0
�1
Fishing Creek (Enfield)
1 0.5 0 1
Miles
r LOCATION MAP Figure
SOIL PLUS Granville Farms R1-.AP (WQ0000838)
Ringwood, North Carolina
Soil Plus Project # 200705

■ Complete items 1, 2, and 3.
■ Print your r dmdp and address on the reverse
so that w&7 aid 'return the card to you.
■ Attach this card to the back of the mailpiece,
or on the front if space permits.
1. Article Addressed to:
v
® Agent
by (Printed Name) I C. Date of Delivery
Is delivery address diMerrt from item'17 ❑ Yes
If YES, enter delivery address below: ❑ No
✓ram �,�`�(Zn,'}'
✓,�>•, --ri�lt
/. J G3.
e�
Type
0 Priority Mail
II
i �lllll
I
II I'f
Iff'If
II
II II
I I
IIII
I I
II I I�
I III
lRestrriicted
❑ AduiltSignature Restricted Delivery ❑ Regglst ed Maiice
G� Certified MaN Delivery
9590 9402 8946 4064 7969 13
.., .
❑ Certified MallyROslricted Delivery.
❑ Signature Conflrmatlonrm
❑ Collect on De�i'•yry i`' ; ;* l'`
❑ Collect on De7lvery fjastrlcted Di
Postal _
2. Article Number (transfer from service label)
O Insured Mail
❑ Insured Mail triotedbelivery
�- O .
CERTIFIED MAIL
■
(over $500j y ' : ; i
PS Form 3811, July 2020 PSN 7530-02-000-9053
Domestic>'1�s'_
fU For deliveryinformation,
m 4x r
Certified Ma. [''A 14
rU
xtra Servi69b & FdWcheckbox, add (eaarp mate)
1716
rl.l ' ❑ Return Racelpt (hardcopy) $
_
❑ Return Receipt (electronic) $ �itI.II!!
Postmark
C3 ❑ Certified Mall Restricted Delivery $ $, j t , t_t I I
Here
r'- ° ❑ Adult Signature Required $ $H.H �
ru ❑Adult Signature Restricted Delivery $
Ln Postage
$ j. „ I-11
C3 1. _.. _......_
Total Ycstage and Fees
�JJ
10/15/2024
r�-q
$
Seld 7O
USPS TRACKING;#
Er -- _- - -
CO Street and Apt. lV," or t'6 B No.
LrlP° 39
o- .Q1ty St taTPPe PS Form ':,, January 2023r, ,rr ,•
n
Postage & Fees Paid
USPS
Permit No. G_10
9590 9402 8946 4064 7969 13
United States • Sender: Please print your name, address, and ZIP+4® in this box*
Postal Service
C:';1 -Pt us, I -LC -
0x�Po3-ck, r--�6 27' (4_
j:;,ljl'liilii:#i�:lift:itil'i'1��� ilil°�1I dilhillill,tlt}!!

State of North Carolina
DWR
Department of Environmental Quality
Division of Water Resources
Division of Water Resources 15A NCAC 02T .1100 —LAND OWNER AGREEMENT
FORM: LOA 06-16
Please use the following instructions as a checklist in order to ensure all required items are submitted. Adherence to these
instructions and checking the provided boxes will help produce a quicker review time and reduce the amount of additional
information requested. Failure to submit all of the required items will lead to additional processing and review time for the
permit application. Unless otherwise noted. the Annlicant shall submit one original and two conies of the application and
sunnortin2 documentation
For more information, visit the Water Quality Permitting Section's Non-Discharee Permittinty Unit.
General — This document is an agreement between the Applicant and land owner(s) of residuals receiving sites for land application of
Class B residuals (may include water treatment plant or other type residuals) in accordance with 15A NCAC 02T .1100. Do not submit
this agreement for review without a corresponding application form (FORM: RLAP 06-16).
Unless otherwise noted, the Applicant shall submit one original and two copies of the application and supporting documentation listed
below.
A. Land Owner Agreement (FORM: LOA 06-16):
❑ Submit the completed and appropriately executed Land Application Site Certification (FORM: LASC 06-16) form. Please do
not make any unauthorized content changes to this form. If necessary for clarity or due to space restrictions, attachments to
the application may be made, as long as the attachments are numbered to correspond to the section and item to which they
refer.
❑ Prepare a separate agreement for each set of land application sites that are owned or operated by an entity other than the
Applicant.
❑ A copy of the completed and appropriately executed agreement must be provided to the landowner and the lessee/operator.
AGREEMENT FOR THE LAND APPLICATION OF RESIDUALS TO PRIVATELY OWNED LAND
The undersigned landowner or his representative hereby permits:
Applicant's name: Granville Farms, Inc.
hereinafter referred to as the Permittee, to land apply residuals from the following facility(ies) onto the following land
application site(s) (i.e., see attached setback maps) in accordance with the stipulations and restrictions as given in this
Agreement:
Lease Land Use or Residuals Source Special note
Site/Field ID (yes/no) Cropping Patterns Intended Use of Crops (optional) (no-till/over-seed/
pasture)
KA Field 1 NO Fescue Hay/Pasture Animal Consumption See Attachment A
The landowner or his representative receives, in consideration, full use of the nutrient value of the applied residuals while the
Permittee receives, in consideration, the use of the land application site(s) described above for the disposal of the residuals.
This Agreement shall remain in effect for the length of the Division's permit for the residuals land application program and
shall be renewed each time this permit is renewed.
The undersigned landowner or his representative and the Permittee agree to abide with the following restrictions and
stipulations until such time as written notification, given 30 calendar days in advance, modifies or cancels this Agreement.
FORM: LOA 06-16 Page 1 of 3

L STIPULATIONS:
1. The landowner or his representative shall not enter into any additional residuals application contracts or agreements with another permitted
entity for the site(s) specified by this Agreement.
2. Should the landowner or his representative lease or otherwise permit the use of the land application site(s) to a third party, the landowner shall
be responsible to ensure that the third party agrees and complies with the terms and conditions of this Agreement.
3. The landowner or his representative shall adhere to the provisions of this Agreement until all of the site restrictions (under Section II) are met.
4. Notification of cancellation of this Agreement shall be immediately forwarded to NCDENR-DWR, Non -Discharge Permitting Unit, 1617 Mail
Service Center, Raleigh, NC 27699-1617.
5. The Permittee must request and obtain a permit modification from the Division prior to a transfer of the land application site(s) to a new
landowner. In addition, the current landowner shall give a notice to the new landowner that gives full details of the residuals applied at the land
application site(s).
6. The Permittee has provided the landowner or his representative with information and data concerning the residuals land application program,
including an analysis of constituents of the residuals, residuals application methods, schedules for typical cropping patterns, a description of the
equipment used by the Permittee.
7. The Permittee will provide the landowner or his representative with a copy of the residuals permit prior to commencement of any residuals land
application event and a copy of the results of each soil analysis.
8. If the soil pH of the land application site(s) is not maintained at 6.0 or greater, sufficient amounts of lime shall be applied to achieve a final soil
pH of at least 6.0, unless an agronomist provides information indicating that the pH of the soil, residuals and lime mixture is suitable for the
specified crop.
9. The landowner or his representative and the Permittee will agree on residuals application rates and schedules based on crop patterns, results of
soil samples, and the permitted application limits.
10. The landowner or his representative will provide the Permittee with information regarding the amount and analysis of other sources of nutrients
(e.g., fertilizer, unregulated animal waste, etc.) that have been applied to the land application site(s).
11. The landowner or his representative will inform the Permittee of any revisions or modifications to the intended use and cropping patterns for
the land application site(s) prior to each planting season to enable the Permittee to amend this Agreement and schedule residuals land application
events at appropriate periods.
12. Specific residuals land application area boundaries shall be clearly marked on the land application site(s) by the Permittee, the landowner, or
his representative prior to and during a residuals land application event.
13. The landowner or his representative hereby authorizes the Permittee, local officials, and State officials or their representatives to; enter and
inspect any property, premises, or place on or related to the land application site(s) at any reasonable time for the purpose of determining
compliance with the permit; establish monitoring facilities on or near the land application site(s) as required by the permit; copy any records
that must be kept under the terms and conditions of the permit; take necessary leachate, surface water, groundwater, or soil samples during the
term of, and 12 months after termination of, this Agreement.
H. RESTRICTIONS:
1. Appropriate measures must be taken by the Permittee and/or the landowner or his representative to control public access to the land application
site(s) during active use and for the 12-month period following a residuals land application event. Such controls may include the posting of
signs that indicate the activities being conducted at the land application site(s).
2. Animals shall not be grazed on the land application site(s) for a 30-day period following a residuals land application event. Land application
sites that are to be used for grazing shall have fencing that will be used to prevent access during these periods after such residuals land application
events.
3. Food crops, feed crops, and fiber crops shall not be harvested for a 30-day period following a residuals land application event.
4. Food crops with harvested parts that touch the residuals/soil mixture and are totally above the land surface shall not be harvested for a 14-month
period following a residuals land application event.
5. Food crops with harvested parts below the surface of the land shall not be harvested for a 20-month period following a residuals land application
event when the residuals remain on the land surface for four months or longer prior to incorporation into the soil.
6. Food crops with harvested parts below the surface of the land shall not be harvested for a 38-month period following a residuals land application
event when the residuals remain on the land surface for less than four months prior to incorporation into the soil.
7. Turf grown on land where residuals are applied shall not be harvested for a 12-month period following a residuals land application event.
HLALTERNATIVES FOR WATER SUPPLY WELLS INSIDE THE COMPLIANCE BOUNDARY: (please check one)
15A NCAC 02L .0107(d) prohibits water supply wells within the compliance boundary. However, 15A NCAC 02T .0105(h) allows the compliance
boundary to be placed closer to the waste disposal area, such that the water supply well is situated outside of the compliance boundary provided
the groundwater standards can be met at the newly -established compliance boundary. Please mark one of the following;
❑ A re -defined compliance boundary is needed for field(s) ID:
(Please include the rationale for the requested re -location of the compliance boundary and attach a map showing the newly proposed compliance
boundary to the application package)
® A re -defined compliance boundary is not needed for this site.
IV. ACKNOWLEDGEMENT OF FIELD TRANSFER: (if needed)
❑ The land application field(s) ID: . is currently permitted under another
residuals land application program; Permit Number WQ: The land owner hereby acknowledge that by signing this
agreement, he/she is requesting that the field(s) be removed from the previously permitted residuals land application program and transferred
into the new program:
(Name of the new program)
FORM: LOA 06-16 Page 2 of 3

rr�
Landowner's Certification:
I certify that I am a deeded landowner of the above -referenced land application site(s) and am authorized to make decisions
regarding the use of the land application site(s) on behalf of other deeded landowners OR that I am otherwise authorized, through
a power of attorney or other legal delegation, to make decisions regarding the use of the land application site(s) on behalf of the
deeded landowners. 1 certify that the above -referenced land application site(s) are not included in any waste disposal contract or
agreement with another municipality, contractor, or other permitted entity. Furthermore, I certify that I have read this Agreement,
understand the stipulations, restrictions, alternatives for water supply wells inside the compliance boundary, acknowledgement of
field transfer, and do hereby grant permission to the Permitte to land apply residuals to the land application site(s) as specified
herein. 1 1 (�N l
Landowner name:
Address: 6?177 -,_SjV_C
C i tk5 _ 2��>C State: Zip:
Phone: �� �3 E-mail address: '
Signature-( ! VA _ - Date:
NORTH CAROLINA, JGrC,nV I' l l P, COUNTY
I, the undersigned Notary Public do hereby certify that m I Cf n Q C I K C l )y Ad K
personally appeared before me this day and acknowledged the due execution of the forgoing instrument.
WITNESS my hand and official seal this the Lft%
day of M a y nn . /� y�
Signature and seal: �Lo�.f c t.- / 3 C«irc.e�t,Y
a
My commission expires:
Lessee's/Operator's Certification:
,20 2V
,30Yoc oAnnm
NOTARY PUBLIC
GRANVILLE COUNTY, N.C.
I certify that I have read this Agreement and do hereby agree to abide by the stipulations and restrictions as specified herein.
Lessee/operator name:
Address:
City:
Phone:
Signature:
Permittee's Certification:
State: Zip:
E-mail address:
Date:
I certify that I have read this Agreement and do hereby agree to abide by the stipulations and restrictions as specified herein.
Signing official name: B 1, Ll R K
Signature: a, i Date: s.zo� y
FORM: LOA 06-16 Page 3 of 3

State of North Carolina
DWR
Department of Environmental Quality
Division of Water Resources
Division of Water Resources 15A NCAC 02T .1100 —LAND OWNER AGREEMENT
FORM: LOA 06-16
Please use the following instructions as a checklist in order to ensure all required items are submitted. Adherence to these
instructions and checking the provided boxes will help produce a quicker review time and reduce the amount of additional
information requested. Failure to submit all of the required items will lead to additional processing and review time for the
permit application. Unless otherwise noted. the Annlicant shall submit one original and two conies of the application and
sunnortin2 documentation
For more information, visit the Water Quality Permitting Section's Non-Discharee Permittinty Unit.
General — This document is an agreement between the Applicant and land owner(s) of residuals receiving sites for land application of
Class B residuals (may include water treatment plant or other type residuals) in accordance with 15A NCAC 02T .1100. Do not submit
this agreement for review without a corresponding application form (FORM: RLAP 06-16).
Unless otherwise noted, the Applicant shall submit one original and two copies of the application and supporting documentation listed
below.
A. Land Owner Agreement (FORM: LOA 06-16):
❑ Submit the completed and appropriately executed Land Application Site Certification (FORM: LASC 06-16) form. Please do
not make any unauthorized content changes to this form. If necessary for clarity or due to space restrictions, attachments to
the application may be made, as long as the attachments are numbered to correspond to the section and item to which they
refer.
❑ Prepare a separate agreement for each set of land application sites that are owned or operated by an entity other than the
Applicant.
❑ A copy of the completed and appropriately executed agreement must be provided to the landowner and the lessee/operator.
AGREEMENT FOR THE LAND APPLICATION OF RESIDUALS TO PRIVATELY OWNED LAND
The undersigned landowner or his representative hereby permits:
Applicant's name: Granville Farms, Inc.
hereinafter referred to as
application site(s) (i.e., see
Agreement:
Site/Field ID
KA Field 2
the Permittee, to land apply residuals from the following facility(ies) onto the following land
attached setback maps) in accordance with the stipulations and restrictions as given in this
Lease Land Use or Intended Use of Crops
(yes/no) Cropping Patterns
NO Fescue Hay/Pasture Animal Consumption
Residuals Source
(optional)
See Attachment A
Special note
(no-till/over-seed/
pasture)
The landowner or his representative receives, in consideration, full use of the nutrient value of the applied residuals while the
Permittee receives, in consideration, the use of the land application site(s) described above for the disposal of the residuals.
This Agreement shall remain in effect for the length of the Division's permit for the residuals land application program and
shall be renewed each time this permit is renewed.
The undersigned landowner or his representative and the Permittee agree to abide with the following restrictions and
stipulations until such time as written notification, given 30 calendar days in advance, modifies or cancels this Agreement.
FORM: LOA 06-16 Page 1 of 3

L STIPULATIONS:
1. The landowner or his representative shall not enter into any additional residuals application contracts or agreements with another permitted
entity for the site(s) specified by this Agreement.
2. Should the landowner or his representative lease or otherwise permit the use of the land application site(s) to a third party, the landowner shall
be responsible to ensure that the third party agrees and complies with the terms and conditions of this Agreement.
3. The landowner or his representative shall adhere to the provisions of this Agreement until all of the site restrictions (under Section II) are met.
4. Notification of cancellation of this Agreement shall be immediately forwarded to NCDENR-DWR, Non -Discharge Permitting Unit, 1617 Mail
Service Center, Raleigh, NC 27699-1617.
5. The Permittee must request and obtain a permit modification from the Division prior to a transfer of the land application site(s) to a new
landowner. In addition, the current landowner shall give a notice to the new landowner that gives full details of the residuals applied at the land
application site(s).
6. The Permittee has provided the landowner or his representative with information and data concerning the residuals land application program,
including an analysis of constituents of the residuals, residuals application methods, schedules for typical cropping patterns, a description of the
equipment used by the Permittee.
7. The Permittee will provide the landowner or his representative with a copy of the residuals permit prior to commencement of any residuals land
application event and a copy of the results of each soil analysis.
8. If the soil pH of the land application site(s) is not maintained at 6.0 or greater, sufficient amounts of lime shall be applied to achieve a final soil
pH of at least 6.0, unless an agronomist provides information indicating that the pH of the soil, residuals and lime mixture is suitable for the
specified crop.
9. The landowner or his representative and the Permittee will agree on residuals application rates and schedules based on crop patterns, results of
soil samples, and the permitted application limits.
10. The landowner or his representative will provide the Permittee with information regarding the amount and analysis of other sources of nutrients
(e.g., fertilizer, unregulated animal waste, etc.) that have been applied to the land application site(s).
11. The landowner or his representative will inform the Permittee of any revisions or modifications to the intended use and cropping patterns for
the land application site(s) prior to each planting season to enable the Permittee to amend this Agreement and schedule residuals land application
events at appropriate periods.
12. Specific residuals land application area boundaries shall be clearly marked on the land application site(s) by the Permittee, the landowner, or
his representative prior to and during a residuals land application event.
13. The landowner or his representative hereby authorizes the Permittee, local officials, and State officials or their representatives to; enter and
inspect any property, premises, or place on or related to the land application site(s) at any reasonable time for the purpose of determining
compliance with the permit; establish monitoring facilities on or near the land application site(s) as required by the permit; copy any records
that must be kept under the terms and conditions of the permit; take necessary leachate, surface water, groundwater, or soil samples during the
term of, and 12 months after termination of, this Agreement.
H. RESTRICTIONS:
1. Appropriate measures must be taken by the Permittee and/or the landowner or his representative to control public access to the land application
site(s) during active use and for the 12-month period following a residuals land application event. Such controls may include the posting of
signs that indicate the activities being conducted at the land application site(s).
2. Animals shall not be grazed on the land application site(s) for a 30-day period following a residuals land application event. Land application
sites that are to be used for grazing shall have fencing that will be used to prevent access during these periods after such residuals land application
events.
3. Food crops, feed crops, and fiber crops shall not be harvested for a 30-day period following a residuals land application event.
4. Food crops with harvested parts that touch the residuals/soil mixture and are totally above the land surface shall not be harvested for a 14-month
period following a residuals land application event.
5. Food crops with harvested parts below the surface of the land shall not be harvested for a 20-month period following a residuals land application
event when the residuals remain on the land surface for four months or longer prior to incorporation into the soil.
6. Food crops with harvested parts below the surface of the land shall not be harvested for a 38-month period following a residuals land application
event when the residuals remain on the land surface for less than four months prior to incorporation into the soil.
7. Turf grown on land where residuals are applied shall not be harvested for a 12-month period following a residuals land application event.
HLALTERNATIVES FOR WATER SUPPLY WELLS INSIDE THE COMPLIANCE BOUNDARY: (please check one)
15A NCAC 02L .0107(d) prohibits water supply wells within the compliance boundary. However, 15A NCAC 02T .0105(h) allows the compliance
boundary to be placed closer to the waste disposal area, such that the water supply well is situated outside of the compliance boundary provided
the groundwater standards can be met at the newly -established compliance boundary. Please mark one of the following;
❑ A re -defined compliance boundary is needed for field(s) ID:
(Please include the rationale for the requested re -location of the compliance boundary and attach a map showing the newly proposed compliance
boundary to the application package)
® A re -defined compliance boundary is not needed for this site.
IV. ACKNOWLEDGEMENT OF FIELD TRANSFER: (if needed)
❑ The land application field(s) ID: . is currently permitted under another
residuals land application program; Permit Number WQ: The land owner hereby acknowledge that by signing this
agreement, he/she is requesting that the field(s) be removed from the previously permitted residuals land application program and transferred
into the new program:
(Name of the new program)
FORM: LOA 06-16 Page 2 of 3

Landowner's Certification:
I certify that I am a deeded landowner of the above -referenced land application site(s) and am authorized to make decisions
regarding the use of the land application site(s) on behalf of other deeded landowners OR that I am otherwise authorized, through
a power of attorney or other legal delegation, to make decisions regarding the use of the land application site(s) on behalf of the
deeded landowners. I certify that the above -referenced land application site(s) are not included in any waste disposal contract or
agreement with another municipality, contractor, or other permitted entity. Furthermore, I certify that I have read this Agreement,
understand the stipulations, restrictions, alternatives for water supply wells inside the compliance boundary, acknowledgement of
field transfer, and do hereby grant permission to the Permittee to land apply residuals to the land application site(s) as specified
herein. I
Landowner name: _P({'4--"Q' 6P6 I'�"'rS C, 0 �vt/\ CePS
Address: / V 0 M 0 n"to'" &_ 'D.-m— `
City: �i}1�,C d State: N C Zip: Zj 6Z3
Phone: E-mail address:
Signature: 6�1`X' E4240'd Date: 2-
NORTH CAROLINA, (; r aL n v I' t - _ COUNTY
I, the undersigned Notary Public do hereby certify that ea. 1y 1 I1 E PD. C
personally appeared before me this day and acknowledged the due execution of the forgoing instrument.
WITNESS my hand and official seal this the V it-k
day of M 0_4 20 . y
i
Signature and seal:
My commission expires: O i — D 9— aG 2S( JOYCE BARRETT
NOTARY PUBLIC
GRANVILLE COUNTY, N.C.
Lessee's/Operator's Certification:
I certify that I have read this Agreement and do hereby agree to abide by the stipulations and restrictions as specified herein.
Lessee/operator name:
Address:
City:
Phone:
Signature:
Permittee's Certification:
State: Zip:
E-mail address:
Date:
I certify that I have read this Agreement and do hereby agree to abide by the stipulations and restrictions as specified herein.
Signing offici ame: B r y &_n
nature: S
g
Si % cry- (� ./i!.� Date: I o y/911 Y
i
FORM: LOA 06-16 Page 3 of 3

N
FIELD NET AC.
E 1 29.30
S 1 2 19.46
FA
Legend
A Structure
Well
-0- Ditch
10- Stream
Application Area
® Buffer
❑ Field Boundary
E House
❑ On Site House
❑ Pond
Soil Boundary
Scale: 1 inch = 400 feet
Drawn by: DM
Reviewed by:
Date: July 2024
L
m
I '� '1
The Compliance Boundary is established either 250
feet from the residuals application area or 50 feet
within the property boundary, whichever is closest to
the application area. The Review Boundary is:
established midway between the Compliance
Boundary and the perimeter of the residuals 400 200 0 400
application area.
Feet
KA FIELDS 1 & 2 SOIL MAP Figure
SOIL PLUS GFI Land Application Permit (WQ0000838)
Ringwood, North Carolina
Soil Plus Project # 200705

N
FIELD NET AC.
E 1 29.30
S 1 2 19.46
Legend
A Structure
Well
-0- Ditch
10- Stream
Application Area
® Buffer
❑ Field Boundary
E House
❑ On Site House
❑ Pond
❑ Property Boundary
Scale: 1 inch = 400 feet
Drawn by: DM
Reviewed by:
Date: July 2024
0- 111
tea'.--�'.a►.
The Compliance Boundary is established either 250
feet from the residuals application area or 50 feet
pp o
within the property boundary, whichever is closest to , ,..
the application area. The Review Boundary is
established midway between the Compliance I
Boundary and the perimeter of the residuals 400 200 0 400
application area.
Feet
KA FIELDS 1 & 2 BUFFER MAP Figure
SOIL PLUS GFI Land Application Permit (WQ0000838)
Ringwood, North Carolina
Soil Plus Project # 200705

N
FIELD NET AC.
E 1 29.30
S 1 2 19.46
Legend
G
A Structure
Well
-0- Ditch >.=
10- Stream t'
10 A.
Application Area .A
® Buffer The Compliance Boundary is established either 250 A
❑ Field Boundary feet from the residuals application area or 50 feet .;
House within the property boundary, whichever is closest to h .a;y
the application area. The Review Boundar
El On Site House y is '
established midway between the Compliance Y"'1160
❑ Pond
Boundary and the perimeter of the residuals 400 200 0 400
Soil Boundary application area.
Feet
Scale: 1 inch = 400 feet KA FIELDS 1 & 2 SOIL MAP Figure
Drawn by: DM SOIL PLUS GFI Land Application Permit (WQ0000838)
Reviewed by: Ringwood, North Carolina
Date: July 2024 Soil Plus Project # 200705

willcox&mate
SO I L SOL U T I ON S
October 23, 2024
Granville Farms, Inc.
P.O. Box 1396
Oxford, North Carolina 27565
Attention: Mr. Jason Smith
Reference: Soil Scientist Services for Non -Discharge Permit Modification Application
Granville Farms — Permit No. WQ0000838
Halifax and Nash County Sites — KA Site, SM Site and EBLLC Site
WMSS Project No. 19-06, Phase: 02
Dear Mr. Smith:
Willcox & Mabe Soil Solutions, PLLC (WMSS) has provided a Soil Scientist Evaluation
per WMSS Proposal No. 2019-P11 dated October 3, 2019. The evaluation was
performed to provide information for submitting a modification to the referenced non -
discharge permit to the North Carolina Department of Environmental Quality (NCDEQ)
— Division of Water Resources (DWR), Non -Discharge Branch (NDB). The evaluation
was conducted to assess the soil properties of the referenced acreage and to determine
suitability for land application activities proposed in the referenced permit application in
accordance with 15A NCAC 2T .I 104(c)(2)(A).
WMSS has included our findings in Appendix I and II in order for this information to be
incorporated into a permit modification package being prepared by Granville Farms, Inc.
(Granville Farms). The Appendices summarize our evaluations, findings, and
recommendations. Should you have any questions or comments about this report please
feel free to contact us at [phone].
Sincerely,
Willcox & Mabe Soil Solutions, PLLC
Martin Mabe
Partner / Agronomist
Rob Willcox, L.S.S.
Partner / Soil Scientist
Attachments: Appendix I — Summary Table
Appendix H — Maps, Soil Profile Description Sheets
Shared\WMSS Projects\2019\19-06 Granville Farms\Phase 02 - Technical Assistance\2024\Phase 02 Soil Scientist
Report - Granville Farms (WQ0000838).doc
Willcox & Mabe Soil Solutions, PLLC / 7231 B Summerfield Road / Summerfield, NC 27358 / Rob 336.339.9128 or
Martin 336.312.1396 / www.willcoxmabesoil.com

APPENDIX I - SUMMARY TABLE

On October 22, 2024, a Willcox & Mabe Soil Solutions, PLLC (WMSS) licensed soil
scientist, advanced hand auger borings on the fields listed below (denoted on the attached
maps). It was determined that the noted soil series were present/identified as
predominant for each of the following fields:
Farm Name/
Predominant Soil Series
Project/Permit
County
Field No.
Site No.
/ Mapping Unit
1 Norfolk / NrB
Nash EBLLC 2 Georgeville / GeB
Granville Farms 3 Georgeville / GeB
/ WQ0000838 1 Emporia / EwB
KA
Halifax 2 Dothan / DoB
SM 1 Pacolet / PeB2
The hand auger borings were performed to determine if the proposed land application
sites are suitable for land application activities in accordance with 15A NCAC 2T
.1104(c)(2)(A) and to be incorporated into a permit modification package for Granville
Farms, Inc. All fields evaluated were found to consist of suitable soils for land
application activities. Please reference the attached maps for hand auger boring locations
and subsequent soil profile descriptions.
9 SOIL
9. SC� W ► �F
N
\� O � 1098 P�O
\F NO RTH G /
10/23/24
Rob Willcox
NC Licensed Soil Scientist # 1098

APPENDIX II - MAPS, SOIL PROFILE DESCRIPTION SHEETS

&I
V
® FIE
Legend #t 4
1 Structure
Well
Ditch
Stream
Application Area a
® Buffer The Compliance Boundary is established either 250
Field Boundary feet from the residuals application area or 50 feet P
House within the property boundary, whichever is closest to Legend
the application area. The Review Boundary is
El On Site House established midway between the Compliance ® Hand Auger Boring
Pond PoBoundary and the perimeter of the residuals 400 200 0 400 J
Soil Boundary application area.
Feet
Scale: I inch = 400 feet EBLLC FIELD 1 SOIL MAP
Figure
Drawn by: DM SOIL PLUS GFI Land Application Permit (WQ0000838)
Reviewed by: Spring Hope, North Carolina
Date: June 2024 Soil Plus Project # 200705

N L,--
D NET AC.
w E 20.39
S . "... "..
rF
FIELD 31
i i
is
K �
FIELD 2
t�
:.
401
—
Ai
Legend
,4.
xa,
A Structure
�
Well
Ditch��
Stream
,
Application Area
t"
®Buffer
The Compliance Boundary is established either 250
7
❑ Field Boundary
feet from the residuals application area or 50 feet
House
within the property boundary, whichever is closest to
Legend
El On Site House
the application area. The Review Boundary is
®
Hand Auger Boring
Pond Po
established midway between the Compliance
Boundary and the perimeter of the residuals 400 200
0 400
L Soil Boundary
application area.. =4
I
P
Feet
Scale: 1 inch = 400 feet
EBLLC FIELD 2 SOIL MAP
Figure
Drawn by: DM
IL PLUS
5� US GFI Land Application Permit (WQ0000838)
Reviewed by:
Spring Hope, North Carolina
Date: June 2024
Soil Plus Project # 200705

N
FIELD NET AC.
3
W— — EL 17.52
S
a- I d1liffin I
Legend
A Structure
0 Well
Ditch
Stream
MApplication Area
Buffer
The Compliance Boundary is established either 250
'.4
jig
Field Boundary
feet from the residuals application area or 50 feet
k,
House
within the property boundary, whichever is closest to
Legend
El On Site House
the application area. The Review Boundary is
(9 Hand Auger Boring
E7Pond
established midway between the Compliance liance
Boundary and the perimeter of the residuals
400 200 0
400
Soil Boundary
application area.
Feet
Scale: 1 inch = 400 feet
EBLLC FIELD 3 SOIL MAP
Figure
Drawn by: DM
solL PLUS GFI Land Application Permit (WQ0000838)
Reviewed by:
Spring Hope, North Carolina
Date: Tune 2024
Soil Plus Proiect # 200705

N FIELD NET AC.
E 1 29.30.
11 b
LegendK
1 Structure
DoB
Well
Ditch
Stream
E-WB
Application Area
® Buffer
The Compliance Boundary is established either 250
Field Boundary
feet from the residuals application area or 50 feet
■House
within the p property boundary, whichever is closest to Legend
❑ Site House
the application area. The Review Boundary is
® Hand Auger Boring
established midway between the Compliance
Pond Po
Boundary and the perimeter of the residuals 400 200 0 400
Soil Boundary
application area.
Feet
Scale: I inch = 400 feet
KA FIELDS I & 2 SOIL MAP Figure
Drawn by: DM
SOIL PLUS GFI Land Application Permit (WQ0000838)
Reviewed by:
Ringwood, North Carolina
Date: July 2024
Soil Plus Project # 200705

N
W E
S
FIELD NET AC.
1 29.30
2 19.46
.k
FIELD 1
Legend
1 Structure
Well
Ditch
Stream
Application Area
® Buffer
❑ Field Boundary
E House
❑ On Site House
Pond
Soil Boundary
Scale: 1 inch = 400 feet
Drawn by: DM
Reviewed by:
Date: July 2024
® >. �R
4110
The Compliance Boundary is established either 250
feet from the residuals application area or 50 feet
within the property boundary, whichever is closest to Legend
the application area. The Review Boundary is ® Hand Auger Boring
established midway between the Compliance
Boundary and the perimeter of the residuals 400 200 0 400
application area.
Feet
KA FIELDS 1 & 2 SOIL MAP Figure
SOIL PLUS GFI Land Application Permit (WQ0000838)
Ringwood, North Carolina
Soil Plus Project # 200705
a

N
FIELD NET AC.
E `' 1 13.83

WILLCOX & MABE SOIL SOLUTIONS, PLLC
SITE/SOIL EVALUATION e�G'c I or- 2-
Project No. /9-Dh;PA45;F-:02Phone No. Date: M12�i24
Location �L�, L -C Pin County: :/r Property Size
Proposed Facility: �AAJI) 09PpLtCA77-1 p n) Water Supply: On -Site Well ❑ Evaluation:
Described By:
Weather:
FACTORS
Landscape Position %
Horizon Depth I
Color Munsell
Texture
Structure
Consistence
Boundary
Horizon Depth II
Color — Munsell
Texture
Mottles
Structure
Consistence
Boundary
Horizon Depth III
Color — Munsell
Texture
Mottles
Structure
Consistence
Boundary
Horizon Depth IV
Color — Munsell
Texture
Mottles
Structure
Consistence
Boundary
Su It1Nt/' l lJA/? m Antecedent Moistur
PROFILE PROFILE,,, I
L - ?-4%
/0 U� 314
SC 1 ccl I
iusb k
sr s Q 1�-r
_M,
I ✓ I �
-14.
IAKh !C
ss sP �__
M- Gravel S
J
/4 - 26
/bcle Sid
70 - n"'A Le
Gr�Sh 1L
sP�"
4 sl. 1
Esc � I
-P- /Dole&14- I
cdsb �<</✓�1� cci, cl
I I
I
I
Soil Wetness
Restrictive Horizon
Saprolite I I
LTAR
Classification I
42 - SS +
M'(S Lm
Ss s D -Y�/
-fe x 4a✓4
4 J/ 11,1D >
' 55 to
IWAC&�&I
091,71,61UT
Community ❑
Public ❑
e i)or S T Surface Water:
MiX60 ;RASSEt11-4A
PROFILE
2-I
L-7-
D -.S
/D yP 4-14 1
i
14 -- 3D
2, Sup. 4lg
lG
wJ4 /msb1C
���
2 ,Su/Z 4-1L
/a.
m- 1.Sup2Sig
PROFILE
4S-SS+
2. Sy2 41b
Wi t/"I
Auger Boring
Pit ❑
Cut A I �r ❑
I LEGEND
LANDSCAPE
POSITION
R
Ridge Interfluve
S
Shoulder
L
Linear Slope
FS
Foot Slope
N
Nose Slope
H
Head Slope
Cc
Concave Slope
Cv
Convex Slope
T
Terrace
P
Flood Plain
I TEXTURE
S yl sl e I s sand
/nwr S; Jae " I Is loamy sand
SS Sa 1� I sl sandy loam
I 1 1
oam
si
silt
sil
silt loam
sicl
silty clay loam
cl
clay loam
scl
sandy clay loam
sc
sandy clay
sic
silty clay
c
clay
CONSISTENCE
WET
Ns
non -sticky
Ss
slightly sticky
S
sticky
Vs
very sticky
1 Np
non -plastic
Sp
slightly plastic
P
plastic
Vp
very plastic
MOIST
1 vfr
Very friable
fr
friable
fi
firm
vfi
Very firm
STRUCTURE
? SS ' sg
single grain
In
massive
cr
crumb
gr
granular
r,'9W�,FmIF I sbk subangular blocky
abk
angular blocky
1 pl
platy
pr
prismatic

WILLCOX & MABE SOIL SOLUTIONS, PLLC ;IR6E- 2 of 2
SITE/SOIL EVALUATION
Project No.
Location
Proposed Facility
Described By:
Weather:
FACTORS
Landscape Position %
Horizon Depth I
Color Munsell
Texture
Structure
Consistence
Boundary
Horizon Depth II
Color — Munsell
Texture
Mottles
Structure
Consistence
Boundary
Horizon Depth III
Color — Munsell
Texture
Mottles
Structure
Consistence
Boundary
Horizon Depth IV
Color — Munsell
Texture
Mottles
Structure
Consistence
Boundary
Soil Wetness
Restrictive Horizon
Saprolite
LTAR
Classification
1�-66 rpN RSA' Uc'Phone No. Date:
g L Pin County: ,'f _' Property Size
Z IV0 906ICA-T10►✓ Water Supply: On -Site Well ❑ Evaluation:
U' / Community ❑
S WILC.C6 X Public ❑
' ,iw jw.' /, 9/ 9W Antecedent Moisture Surface Water:
PROFILE PROFILE PROFILE
r)
/G y 4-/4
I �,r J1.blC I I
I I I I
1 /2-,55 .
SS �Sn/
I
I
I
1 Z.Sv,,e 416
1 &_ c.l
17 a41S
Ss s �
r
C
CIA- %04614-
I ss SP
7f ve 4-1 R
I <
55 it
(_4602loF V 1 LLE
PROFILE
Auger Boring ❑
Pit ❑
Cut /N// t ❑
LEGEND
LANDSCAPE
POSITION
R
Ridge Interfluve
S
Shoulder
L
Linear Slope
FS
Foot Slope
N
Nose Slope
H
Head Slope
Cc
Concave Slope
Cv
Convex Slope
T
Terrace
P
Flood Plain
ITEXTURE
Is
sand
Is
loamy sand
sl
sandy loam
I
loam
si
silt
sil
silt loam
sicl
silty clay loam
cl
clay loam
scl
sandy clay loam
sc
sandy clay
sic
silty clay
c
clay
CONSISTENCE
WET
Ns
non -sticky
Ss
slightly sticky
S
sticky
Vs
very sticky
Np
non -plastic
Sp
slightly plastic
P
plastic
Vp
very plastic
MOIST
vfr
Very friable
fr
friable
fi
firm
vfi
Very firm
STRUCTURE
sg
single grain
in
massive
cr
crumb
gr
granular
sbk
subangular blocky
abk
angular blocky
pl
platy
pr
prismatic

WILLCOX & MABE SOIL SOLUTIONS, PLLC
SITE/SOIL EVALUATION
Project No. /�-��o ` Q,�q' DZPhone No. Date: 1012(/2
Location Pin County: Property Size
Proposed Facility: 4,91JD At*,We J7rA1Water Supply: On -Site Well
Described By:
poa wlacox
Community
P, lic
Weather:
.Syi(/ v,' /.f;9kM Antecedent Moisture
A/14 6r2F
l47V2g
FACTORS
PROFILE PROFILE PROFILE
�— i )- /C('dn t� 2_
Landscape Position %
2_ 2 -3 °>o
L - 3 - 4--026
Horizon Depth I—
I I
0 -- 9
Color Munsell
14 V2 3/3 1 I
/0 y/Z 315
Texture
1 / S( I I
` S
Structure
I /,1J <` / I I
IU 1 C
Consistence
S ASP k
I I I
� 1 I
Boundary
Horizon Depth II
I (� — / 2 1
4R - 55 +
y - Z6
Color — Munsell
I /� (,% g% I
rn u 1 I
/D ve sl,q
Texture
I �S�
(f I
SCI CSC
Mottles
Structure
I P.Ct'b 1C I
/Y/Gssl V<
Consistence
1 SS $IJ
SS SP
SS SP
I Boundary
❑ Evaluation: Auger Boring �]
❑ Pit ` ❑
❑ Cut N/ ig ❑
Surface Water: /
Horizon Depth III
1 12 - 2e, I
I 2� — 4-S I
Color — Munsell
I 10 r1Z S/L I
I /J y!L Sl g 1
Texture
1 S�(� SC I
1 /SC / I
Mottles
I I� 1
I t'/m - 2. 5w?Q. 1
Structure
UlCb1C I
I %USb'ej fms�) ✓P— I
Consistence
1 f 1
I SS `50
Boundary
Horizon Depth IV
I 20_ 4 g 1
!-5 -SS -1
Color — Munsell
Texture
Mottles
I IC - ZJ"112 5/9 1
I
Structure
I WSbX SS./ "o
Consistence
I
I SS S.D
I Boundary
Soil Wetness >
Restrictive Horizon 1
Saprolite
LTAR I I
Classification I 1 F/IAPO2J A I -,i VT7gA Y�l
PROFILE
LEGEND
LANDSCAPE
POSITION
R
Ridge Interfluve
S
Shoulder
L
Linear Slope
FS
Foot Slope
N
Nose Slope
H
Head Slope
Cc
Concave Slope
Cv
Convex Slope
T
Terrace
P
Flood Plain
I TEXTURE
1 s
sand
Is
loamy sand
sl
sandy loam
I
loam
si
silt
sil
silt loam
sicl
silty clay loam
cl
clay loam
scl
sandy clay loam
sc
sandy clay
sic
silty clay
c
clay
CONSISTENCE WET
Ns
non -sticky
Ss
slightly sticky
S
sticky
Vs
very sticky
Np
non -plastic
Sp
slightly plastic
I P
plastic
Vp
very plastic
MOIST
vfr
Very friable
fr
friable
fi
firm
vfi
Very firm
ISTRUCTURE
I sg
single grain
m
massive
cr
crumb
gr
granular
sbk
subangular blocky
abk
angular blocky
pl
plat'
pr
prismatic

WILLCOX & MABE SOIL SOLUTIONS, PLLC
SITE/SOIL EVALUATION
Project No. �Q-��.�flASF_', 02Phone No. Date: 1124
Location S' /i'j Pin County: � ,;'
Property Size
t*' f:
Proposed Facility: I AiUO &PV Cg77D /tJ Water Supply:
Described By:
Weather:
FACTORS
Landscape Position %
Horizon Depth I
Color Munsell
Texture
Structure
Consistence
Boundary
Horizon Depth II
Color — Munsell
Texture
Mottles
Structure
Consistence
Boundary
Horizon Depth III
Color — Munsell
Texture
Mottles
Structure
Consistence
Boundary
Horizon Depth IV
Color — Munsell
Texture
1 Mottles
1 Structure
1 Consistence
Boundary
Soil Wetness
Restrictive Horizon
Saprolite
LTAR
Classification
KOB W1111D V
SyNivra: GJA�'In Antecedent Moisture
On -Site Well
Community
Public
PROFILE
PROFILE PROFILE
- 2-3%
S.
b4.
I I
I
I I
I
1
39- SS +-
1u2 4 0 1
M04 i
I h_I I
01 I
wsb!/ I �ssr Ue
r ► i
I I > 4S
I
I
iv�rDL T
I I
❑ Evaluation:
El
El
Surface Water:
PROFILE
Auger Boring
Pit ❑
Cut 1 ❑
N �
f LEGEND
LANDSCAPE
POSITION
R
Ridge Interfluve
S
Shoulder
L
Linear Slope
FS
Foot Slope
N
Nose Slope
H
Head Slope
Cc
Concave Slope
Cv
Convex Slope
T
Terrace
P
Flood Plain
(TEXTURE
1 s
sand
Is
loamy sand
sl
sandy loam
I
loam
si
silt
1 sil
silt loam
sicl
silty clay loam
1 cl
clay loam
scl
sandy clay loam
sc
sandy clay
sic
silty clay
c
clay
CONSISTENCE
WET
Ns
non -sticky
Ss
slightly sticky
S
sticky
Vs
very sticky
Np
non -plastic
1 Sp
slightly plastic
1 P
plastic
Vp
very plastic
MOIST
1 vfr
Very friable
fr
friable
fi
firm
vfi
Very firm
STRUCTURE
sg
single grain
m
massive
1 cr
crumb
1 gr
granular
sbk
subangular blocky
abk
angular blocky
pi
platy
pr
prismatic

NCDA&CS Agronomic Division Phone: [phone] Website: www.ncagr.gov/Divisions/Agronomic-Services
Report No. FY25-SL002879
Heavy Metals
Soil Report
Mehlich-3 Extraction
Client: Jason Smith
Granville Farms, Inc.
PO Box 1396
Oxford, NC 27565
Advisor: Drew Matthews
Soil Plus LLC
PO Box 1396 / 8220 NC
Hwy 96
Oxford, NC 27565
Soil Testina Section Sampled County: Halifax
Client ID: 405110 Advisor ID: 398292
Sampled: 08/22/2024 Received: 08/29/2024 Completed: 09/03/2024 Farm: KA
Agronomist's Comments:
This report contains both routine soil test information as well as heavy metals data in a section labeled as Heavy Metals under soil test lab results. Using Mehlich 3 as a
soil test extractant, background levels of these metals typically seen in NC soils when analyzed are as follows: arsenic (As)- 4.5 ppm, cadmium (Cd)- 0.1 ppm, chromium
(Cr)- 0.2 ppm, lead (Pb)- 4.2 ppm, nickel (Ni)- 0.8 ppm, & selenium (Se)- 0.2 ppm (FY2005-2007). Although the above metals here are not believed to pose a concern for
plant qrowth, continue to monitor these and note where elevated above backqround levels. Note any lime and fertilizer recommendations. Jaqathi Kamalakanthan 9/3/2024
Sample ID: 001 Recommendations: Lime Nutrients (lb/acre) More
Crop (tons/acre) N P2O5 K2O Mg S Mn Zn Cu B Information
Lime History: 1 - Fescue/OGrass/Tim, M 0.5 120-200 20 30 0 0 0 0 0 0 Note: 12
2 - 0.0
Test Results [units - WN in g/cm3; CEC and Na in meq/100 cm3; NO3-N in mg/dM3]: Soil Class: Mineral
HM% WN CEC BS% Ac pH P-1 K-1 Ca% Mg% S-1 Mn-I Mn-All Mn-Al2 Zn-I Zn-AI Cu-I Na ESP SS-1 NO3-N
0.32 1.06 7.2 80 1.5 5.7 53 58 61 14 29 502 318 212 212 185 0.0
Heavy Metals (parts per million): Arsenic, 0.2 Cadmium, 0.1 Nickel, 0.3 Chromium, 0.2 Lead, 3.9 Selenium, 0.1
Sample ID: 002 Recommendations: Lime
Nutrients (lb/acre)
More
Crop (tons/acre) N P2O5
K2O
Mg S
Mn
Zn Cu
B Information
Lime History: 1 - Fescue/OGrass/Tim, M 0.6 120-200 80
80
0 0
0
0 0
0 Note: 12
2 - 0.0
Test Results [units - WN in g/cm3; CEC and Na in meq/100 cm3; NO3-N in mg/dnf3]:
Soil Class:
Mineral
HM% WN CEC BS% Ac pH P-1 K-1 Ca% Mg%
S-1 Mn-I
Mn-All Mn-AI2
Zn-I
Zn-AI Cu-I
Na ESP SS-1 NO3-N
0.22 1.08 5.8 75 1.4 5.5 26 30 61 11
28 308
202
129
129 191
0.1 2
Heavy Metals (parts per million): Arsenic, 0.2 Cadmium, 0.1
Nickel, 0.3
Chromium, 0.2
Lead, 3.1
Selenium, 0.2
North Cw of inn
1
I0W-XLu trust FL*dCMVSWin
Reprogramming of the laboratory -information -management system that makes this report possible is being funded
through a grant from the North Carolina Tobacco Trust Fund Commission.
Thank you for using agronomic services to manage nutrients and safeguard environmental quality.
- Steve Troxler, Commissioner of Aqriculture

NCDA&CS Agronomic Division Phone: [phone] Website: www.ncagr.gov/Divisions/Agronomic-Services
Jason Smith
Understanding the Soil Report: explanation of measurements, abbreviations and units
Recommendations
Lime
If testing finds that soil pH is too low for the crop(s) indicated, a time recommendation will be given in units of either
ton/acre or Ib/1000 sq ft. For best results, mix the lime into the top 6 to 8 inches of soil several months before planting.
For no -till or established plantings where this is not possible, apply no more than 1 to 1.5 ton/acre (50 to 75 Ib/1000 sq ft)
at one time, even if the report recommends more. You can apply the rest in similar increments every six months until the
full rate is applied. If Mg is recommended and lime is needed, use dolomitic lime.
Fertilizer
Each nutrient recommendation for field crops or other large areas are listed separately in units of lb/acre unless
otherwise specified. Recommendations for N (and sometimes for B) are based on research/field studies for the crop
being grown, not on soil test results. Recommendations for K and P will depend on K-1 and P-1 soil test results and the
crop to be grown. Generally, at K-1 and P-1 values > 50, recommendations will be minimal. If Mg is needed and no lime is
recommended, 0-0-22 (11.5% Mg) is an excellent source; 175 to 250 lb/acre alone or in a fertilizer blend will usually
satisfy crop needs. Soluble salt levels (SS-1) appear only on reports for diagnostic/problem samples.
Farmers and other commercial producers should pay special attention to micronutrient levels. If $, pH$, $pH, C or Z
notations appear on the soil report in the recommendation section, refer to NCDA&CS
$Note: Secondary Nutrients and Micronutrients. Various NCDA&CS crop notes also address lime and fertilizer needs.
Recommendations forsmall areas, such as home lawns/gardens, are listed in units of Ib/1000 sq ft. If you cannot find
the exact fertilizer grade recommended on the report, visit NCDA&CS Fertilizer Substitutions to find information that may
help you choose a comparable alternate. For more information, read NCSU publication,
A Homeowner's Guide to Fertilizer. In general, homeowners do not need to be concerned about micronutrients.
Test Results
The first seven parameters [soil class, HM%, W/V, CEC, BS%, Ac and pH] describe the soil and its degree of acidity.
The remaining 16 parameters [P-1, K-1, Ca%, Mg%, Mn-1, Mn-All, Mn-AI2, Zn-I, Zn-AI, Cu-I, S-1, SS -I, Na, ESP, SS -I,
NO3-N (not routinely available)] indicate levels of plant nutrients or other fertility measurement. Visit NCDA&CS
Understand Your Report for more information.
Report No. FY25-SL002879
Page 2 of 2
Report Abbreviations
Ac
exchangeable acidity
B
boron
BS%
% CEC occupied by basic
cations
Ca%
% CEC occupied by calcium
CEC
cation exchange capacity
Cu-I
copper index
ESP
exchangeable sodium percent
HM%
percent humic matter
K-I
potassium index
K20
potash
Mg%
% CEC occupied by magnesium
MIN
mineral soil class
Mn
manganese
Mn-All
Mn-availability index for crop 1
Mn-Al2
Mn-availability index for crop 2
Mn-I
manganese index
M-0
mineral -organic soil class
N
nitrogen
Na
sodium
NO3-N
nitrate nitrogen
ORG
organic soil class
pH
current soil pH
P-1
phosphorus index
P205
phosphate
S-1
sulfur index
SS-1
soluble salt index
WN
weight per volume
Zn-AI
zinc availability index

Waypointo
ANALYTICAL
9/6/2024
Soil Plus, LLC
Joyce Barrett
P.O. Box 1396
Oxford, NC, 27565
Ref: Analytical Testing
Report Number: 24-243-0003
Project Description: Granville Farms/KA
7621 Whitepine Road, Richmond, VA 23237
Main 804-743-9401 0 Fax [phone]
www.waypointanalytical.com
Dear Joyce Barrett:
Waypoint Analytical Virginia, Inc. received sample(s) on 8/30/2024 for the analyses presented in the following
report.
The above referenced project has been analyzed per your instructions. The analyses were performed in
accordance with the applicable analytical method. Sub -contracted testing is noted on the Sample Summary Table
if applicable.
The analytical data has been validated using standard quality control measures performed as required by the
analytical method. Quality Assurance, method validations, instrumentation maintenance and calibration for all
parameters (NELAP and non-NELAP) were performed in accordance with guidelines established by the USEPA
(including 40 CFR 136 Method Update Rule May 2012) and NELAC unless otherwise indicated.
Certain parameters (chlorine, pH, dissolved oxygen, sulfite...) are required to be analyzed within 15 minutes of
sampling. Usually, but not always, any field parameter analyzed at the laboratory is outside of this holding time
Refer to sample analysis time for confirmation of holding time compliance.
The results are shown on the attached Report of Analysis(s). Results for solid matrices are reported on an as -
received basis unless otherwise indicated. This report shall not be reproduced except in full and relates only to
the samples included in this report.
Please do not hesitate to contact me or client services if you have any questions or need additional information
Sincerely,
&'-� ­AldA�
Brandi Watson
Laboratory's liability in any claim relating to analyses performed shall be limited to, at laboratory's option, repeating the
analysis in question at laboratory's expense, or the refund of the charges paid for performance of said analysis.
Page 1 of 6

Waypoint
ANALYTICAL
Report Number:
Client Project Description:
Lab No Client Sample ID
66525 1
66526 2
7621 Whitepine Road, Richmond, VA 23237
Main 804-743-9401 0 Fax [phone]
www.waypointanalytical.com
Sample Summary Table
24-243-0003
Granville Farms/KA
Matrix
Solids
Solids
Date Collected
Date Received
Method
Lab ID
08/30/2024
SW-7471B
WP MTN
08/30/2024
SW-7471B
WP MTN
WP MTN - Memphis, TN: Waypoint Analytical - TN, Memphis, TN
Page 2 of 6

Waypointo
ANALYTICAL
04596
Soil Plus, LLC
Project
Joyce Barrett
P.O. Box 1396
Information
Oxford , NC 27565
Report Number : 24-243-0003
Lab No : 66525
Sample ID : 1
Test
Mercury
Qualifiers/ DF Dilution Factor
Definitions
7621 Whitepine Road, Richmond, VA 23237
Main 804-743-9401 0 Fax [phone]
www.waypointanalytical.com
Granville Farms/KA
REPORT OFANALYSIS
Results Units
<0.179 mg/Kg
Report Date : 09/06/2024
Received : 08/30/2024
Brandi Watson
Matrix: Solids
Sampled:
MQL DF Date / Time By Analytical
Analyzed Method
0.179 1 09/06/24 12:15 FDS SW-7471B
MQL Method Quantitation Limit
Page 3 of 6

Waypointo
ANALYTICAL
04596
Soil Plus, LLC
Project
Joyce Barrett
P.O. Box 1396
Information
Oxford , NC 27565
Report Number : 24-243-0003
Lab No : 66526
Sample ID : 2
Test
Mercury
Qualifiers/ DF Dilution Factor
Definitions
7621 Whitepine Road, Richmond, VA 23237
Main 804-743-9401 0 Fax [phone]
www.waypointanalytical.com
Granville Farms/KA
REPORT OFANALYSIS
Results Units
<0.164 mg/Kg
Report Date : 09/06/2024
Received : 08/30/2024
Brandi Watson
Matrix: Solids
Sampled:
MQL DF Date / Time By Analytical
Analyzed Method
0.164 1 09/06/24 12:19 FDS SW-7471B
MQL Method Quantitation Limit
Page 4 of 6

WayPAoInt..
NALYTICAL
Customer Number: 04596
Customer Name: Soil Plus, LLC
Report Number: 24-243-0003
7621 Whitepine Road, Richmond, VA 23237
Main 804-743-9401 0 Fax [phone]
www.waypointanalytical.com
Shipment Receipt Form
Shipping Method
0 Fed Ex 0 US Postal 0 Lab 0 Other:
0 UPS 0 Client 0 Courier Thermometer ID:
Shipping container/cooler uncompromised?
Number of coolers/boxes received
Custody seals intact on shipping container/cooler?
Custody seals intact on sample bottles?
Chain of Custody (COC) present?
COC agrees with sample label(s)?
COC properly completed
Samples in proper containers?
Sample containers intact?
Sufficient sample volume for indicated test(s)?
All samples received within holding time?
Cooler temperature in compliance?
Cooler/Samples arrived at the laboratory on ice.
Samples were considered acceptable as cooling
process had begun.
Water - Sample containers properly preserved
Water - VOA vials free of headspace
Yes
0 No
l '
0 Yes
0 No Not Present
0 Yes
0 No Not Present
Yes
0 No
Yes
0 No
Yes
0 No
Yes
0 No
Yes
0 No
Yes
0 No
Yes
0 No
0 Yes
No 0 Not Present
0 Yes
No
Trip Blanks received with VOAs
Soil VOA method 5035 — compliance criteria met
F_ High concentration container (48 hr)
F_ High concentration pre -weighed (methanol -14 d)
Special precautions or instructions included?
Comments:
0 Yes
0 No
N/A
0 Yes
0 No
N/A
0 Yes
0 No
N/A
0 Yes
0 No
0 N/A
F_ Low concentration EnCore samplers (48 hr)
F_ Low conc pre -weighed
vials (Sod Bis -14 d)
0 Yes
* No
Signature: IDavid Lennon I Date & Time: I08/30/2024 08:18:40 1
Page 5 of 6

Waypointo
Al". 1[Y1 ILAL
GrowerlProject Information
Granville Farms Inc
Farm ID
KA
Credit Card #
E-mail address
Lab Number (Lab
Use Only)
Sample
Sample 16
z�
2
II��ll�lllllIlllIll�llllill �II�IIIIIIII IIII I II IIIII IIIIlls QS 3� 20243
Skit Plus LLC 08 1441
Granville Farmsl(A
Submitted By
Drew Matthews
Soil Plus
Field I❑ I
CSV I Exp. Bate: I 1
[e-mail]
I
Soil Analysis Plant Analysis Additional
51M S3M NCDA I NO3-N JSaItslts PT1 I PT2 I NO,,-N Tests
5a
Mercury
Mercury
n
I Account: I 04596
formation
! Charge To
Soil Plus
PO Box 1396
Oxford, NC 27565
Phone # [phone]
Crop Into For Recommendations
Crop/Growth Stage Y1eld Alternative yield
Goal Crop Goal
Mehlich III fast Packages I Plants Analysis Packages
SIM - Organic matter, Phosphorus, Potassium Calcium. Magnesium pH PT1 • Sulfur. Phosphorus Potassium, Iron. Calcium, Maggesium, Sodium
Buffer pH Cation Exchange Capacity. and `Ya Base Saturation Zinc, Copper, Manganese, Boron and Aluminium
53M - S I M plus Sodium, Sulfur, Boron, Zinc. Manganese. Copper, and Iron PT PT1 plus Total Nitrogen
NCOA - HM%. WN, CEC, BS'%,, Ac. pH. P-t, K-I, Sa. Ca%, Mg%. Mn-I, Mn-Al,
Zn-t. Cu-I Na and ESP
W `PLEASE RUN MERCURY ONLY
i—
z "Please make sure that the Farm I❑ is on the soil test results. Email results to [e-mail]
110

(1)
(2)
(3)
(4)
(5)
Farm
Field
Soil Type
Gross Ac.
Net Ac
KA
1
Emporia (EwB)
39.66
29.30
KA
2
Dothan (DoB)
22.39
19.46
Totals
62.05
48.76
(6)
(7)
(8)
(9)
(10)
Application
N Req.
Gallons
Total Gallons
Crop
Method
(lbs/Ac.)
Per Ac.
Per Field
Fescue
Surface
148
50,447
1,478,100
Fescue
Surface
158
53,856
1,048,032
2,526,132
Total Gallons
51,807
Gallons Per Ac.
248.61
Total Dry Tons
5.10
Dry Tons Per Ac.
(8) Derived from http://nutrients.soil.ncsu.edu/yields/ for Halifax County (Realistic Nitrogen Rate)
(9) Column (8) divided by 29.81 lbs N per DT multiplied by 10,161 Gallons Per DT
(10) Column (9) multiplied by Column (5)

APPENDIX 6
2024 PERMIT MODIFICATION
Granville Farms, Inc. (WQ0000838)
Samuel Mills (SM)
County Manager Notification
Land Owner Agreement
Maps
Soil Boring & Certification
Soil Samples and Biosolid Utilization

North Carolina Department of Environmental Quality
Pat McCrory Donald R. van der Vaart
Governor Secretary
Date: 10/14/2024
To: Name of Chairman to the Board of County Commissioners: Vernon J. Bryant
Complete mailing address: PO Box 38
City: M State: EZip: 27839-
County where land application sites are located: lialifax
From: Applicant's name: Granville Farms, Inc. (on behalf of the Division of Water Resources in accordance with
Session Law 2013-340)
Contact person and title: Jason Smith. Vice President
Complete mailing address: PO Box 13
City: oxford State: E Zip: 27565-
Telephone number: [phone] E-mail address: lsmith&granvillefarmsinc.com
Subject: Notification of residual land application site proposal
This is to notify you that the Applicant listed above will be submitting an application to the Division of Water
Resources for the land application of residual solids to site(s) located in your county. During this review, the Division
will ensure that all federal and state regulations are enforced. Attached to this form is information regarding residuals -
generating sources and locations of the proposed land application sites. Please forward this letter and its associated
attachments to the appropriate Department within your County (i.e., Health or Environmental Health Department and
Planning Department) if applicable.
More information of the land application sites included in this application will be available at the following
Division of Water Resources Regional Office:
Name of appropriate regional office: Raleigh Regional Office
Complete mailing address: 3800 Barrett Drive
City: _ State: N, Zip: 609
Telephone number: 19) 791-4200
Expected date of application submission: 11/l/2024
Should you desire to comment on this application, please do so no later than 30 calendar days following the
expected application submission date. If you have any questions or comments about this notification, or if you would like
more information, please contact the appropriate regional office at the telephone number provided above. Thank you in
advance for your attention to this matter.
Enclosures: Source Facility Summary
Land Application Site Summary
Maps
Non -Discharge Permitting Unit
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
Phone: [phone] \ Internet: htto://oortal.ncdenr.ora/web/wa
An Equal Opportunity \Affirmative Action Employer — Made in part with recycled paper FORM: CBN 06-16

ATTACHMENT A — APPROVED RESIDUAL SOURCES
Granville Farms, Inc.
Certification Date: June 27, 2023
Permit Number: WQ0000838 Version: 4.0
Monitoring
Maximum
Monitoring
Monitoring
Frequency for
Approved
Owner
Facility Name
County
Permit Number
Biological
Dry Tons
Frequency for Non-
Frequency for
Pathogen &
Mineralization
Residuals
per Year r
hazardous
Metals &
Vector
Rate
z
Characteristics
Nutrients3,5
Attraction
Reductions a, 5
Mallinckrodt, LLC
Mallinckrodt WWTP
Wake
CHEM
Yes
790
Once Per Permit Cycle
See Table Below
See Table Below
0.3
Town of Spring Hope
Spring Hope WWTP
Nash
NCO020061
Yes
50
Once Per Permit Cycle
Annually
Annually
0.3
Town of Louisburg
Louisburg WRE
Franklin
NCO020231
Yes
318
Once Per Permit Cycle
Annually
Annually
0.3
Town of Pittsboro
Pittsboro WWTP
Chatham
NCO020354
Yes
200
Annually
Annually
Annually
0.3
City of Henderson
Henderson WRF
Vance
NCO020559
Yes
1,600
Once Per Permit Cycle
See Table Below
See Table Below
0.3
Town of Warrenton
Warrenton WWTP
Warren
NCO020834
Yes
318
Once Per Permit Cycle
Annually
Annually
0.3
City of Wilson
Wilson WWTP
Wilson
NCO023906
Yes
2,000
Once Per Permit Cycle
See Table Below
See Table Below
0.2
Roanoke Rapids Sanitary
Roanoke River WWTP
Halifax
NCO024201
Yes
318
Annually
Annually
Annually
0.3
District
City of Oxford
Oxford WWTP
Granville
NCO025054
Yes
500
Once Per Permit Cycle
See Table Below
See Table Below
0.3
Town of Enfield
Enfield WWTP
Halifax
NCO025402
Yes
100
Once Per Permit Cycle
Annually
Annually
0.3
South Granville Water &
Sewer Authority
SGWASA WWTP
Granville
NCO026824
Yes
650
Once Per Permit Cycle
See Table Below
See Table Below
0.3
City of Raleigh
Neuse River RRF
Wake
NCO029033
Yes
1,000
Once Per Permit Cycle
See Table Below
See Table Below
0.3
U.S. Department of Labor
Kittrell Job Corps Center
Vance
NCO029131
Yes
10
Not Required
Annually
Annually
0.3
City of Rocky Mount
Tar River Regional
WWTP
Edgecombe
NCO030317
Yes
800
Once Per Permit Cycle
See Table Below
See Table Below
0.3
Arbor Hill MHP
Arbor Hill MHP WWTP
Orange
NCO037869
Yes
10
Not Required
Annually
Annually
0.3
Aqua North Carolina, Ina
Neuse River p illage
Wake
NCO038784
Yes
15
Not Required
Annually
Annually
0.3
WWTDuke
Energy Progress, LLC
Shearon Harris NPP
Wake
NCO039586
Yes
15
Not Required
Annually
Annually
0.3
Knightdale Estates MHP
Knightdale Estates MHP
Wake
NCO040266
Yes
15
Not Required
Annually
Annually
0.3
Limited Partnership
WWTP
Aqua North Carolina, Inc.
Barclay Downs WWTP
Wake
NCO040606
Yes
10
Not Required
Annually
Annually
0.3
Town of Bunn
Bunn WWTP
Franklin
NCO042269
Yes
75
Once Per Permit Cycle
Annually
Annually
0.3
Total Environmental
Lake Royale WWTP
Franklin
NCO042510
Yes
10
Not Required
Annually
Annually
0.3
Solutions, Inc.
WQ0000838 Version 4.0 Attachment A Page 1 of 4

ATTACHMENT A — APPROVED RESIDUAL SOURCES
Granville Farms, Inc.
Certification Date: June 27, 2023
Permit Number: WQ0000838 Version: 4.0
Maximum Monitoring Monitoring
Biological Frequency for Non- Frequency for
Owner Facility Name County Permit Number Residuals Dry Tons hazardous Metals &
Per Year 1 Characteristics 2 Nutrients 3,5
ACG Birchwood, LLC
Birchwood MHP WWTP
Orange
NCO042803
Nature Trails Association
Nature Trails MHP
Chatham
NCO043257
CLP
WWTP
Fearrington Utilities, LLC
Fearrinngt�PVillage
Chatham
NCO043559
Aqua North Carolina, Inc.
Hawthorne SSubbdivision
Wake
NCO049662
WWT
Aqua North Carolina, Inc.
Cole Park Plaza Shopping
Chatham
NCO051314
Center WWTP
Carolina Water Services,
Ashley Hills WWTP
Wake
NCO051322
Inc. of North Carolina
Aqua North Carolina, Inc.
Avocet WWTP
Wake
NCO055051
Aqua North Carolina, Inc.
Cross Creek Mobile
Wake
NCO056391
Estates
Aqua North Carolina, Inc.
Chatham WRF
Wake
NCO056413
South Granville Water &
SGWASA WTP
Granville
NCO058416 /
Sewer Authority
NCO239107-WTI
Aqua North Carolina, Inc.
Mallard Crossing WWTP
Wake
NCO058505
Aqua North Carolina, Inc.
Lake Ridges Aeero Park
Durham
NCO059099
WWTP
Pope Industrial Park II Ltd
Pope Industrial Park
Wake
NCO060526
Partnership
WWTP
Aqua North Carolina, Inc.
Beachwood WWTP
Wake
NCO060577
Carolina Water Service, Inc.
Amherst Subdivision
Wake
NCO061638
of North Carolina
WWTP
Aqua North Carolina, Inc.
Woodlakw�Ptry Club
Moore
NCO061719
Carolina Water Service, Inc.
Kings Grant Subdivision
Wake
NCO062219
of North Carolina
WWTP
Aqua North Carolina, Inc.
Crooked Creek WWTP
Wake
NCO062715
Aqua North Carolina, Inc.
Briarwood Farms WWTP
Wake
NCO062740
Aqua North Carolina, Inc.
Wildwood Green WWTP
Wake
NCO063614
Clarke Utilities, Inc.
Deer Chase WWTP
Wake
NCO063746
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
No
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
10
Not Required
20
Not Required
100
Not Required
80
Not Required
25
Not Required
50
Not Required
20
Not Required
10
Not Required
100
Not Required
318
Once Per Permit Cycle
30
Not Required
10
Not Required
10
Not Required
10
Not Required
10
Not Required
25
Not Required
10
Not Required
40
Not Required
30
Not Required
30
Not Required
10
Not Required
Annually
Annually
Annually
Annually
Annually
Annually
Annually
Annually
Annually
Annually
Annually
Annually
Annually
Annually
Annually
Annually
Annually
Annually
Annually
Annually
Annually
Monitoring
Frequency for
Pathogen &
Vector
Attraction
Reductions a, s
Annually
Annually
Annually
Annually
Annually
Annually
Annually
Annually
Annually
None 6
Annually
Annually
Annually
Annually
Annually
Annually
Annually
Annually
Annually
Annually
Annually
Approved
Mineralization
Rate
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
WQ0000838 Version 4.0 Attachment A Page 2 of 4

ATTACHMENT A — APPROVED RESIDUAL SOURCES
Granville Farms, Inc.
Certification Date: June 27, 2023
Permit Number: WQ0000838 Version: 4.0
Monitoring
Maximum
Monitoring
Monitoring
Frequency for
Approved
Owner
Facility Name
County
Permit Number
Biological
Dry Tons
Frequency for Non-
Frequency for
Pathogen &
Mineralization
Residuals
per Year r
hazardous
Metals &
Vector
Rate
Characteristics z
Nutrients3,5
Attraction
Reductions a, 5
Carolina Water Service, Inc.
of North Carolina
Willowbrook WWTP
Wake
NCO064378
Yes
10
Not Required
Annually
Annually
0.3
Aqua North Carolina, Inc.
Neuse Colony WWTP
Johnston
NCO064564
Yes
250
Not Required
Annually
Annually
0.3
Town of Kenly
Kenly Regional WWTP
Johnston
NCO064891
Yes
318
Once Per Permit Cycle
Annually
Annually
0.3
Crosby Utilities, Inc.
Cotton WV�P ywood
Wake
NCO065706
Yes
15
Not Required
Annually
Annually
0.3
Aqua North Carolina, Inc.
Tradewinds WWTP
Wake
NCO065714
Yes
10
Not Required
Annually
Annually
0.3
Franklin County
Franklin County WWTP
Franklin
NCO069311
Yes
318
Once Per Permit Cycle
Annually
Annually
0.3
City of Rocky Mount
Tar River WTP
Nash
NCO072125 /
NC0464010-WT2
No
318
Not Required
Annually
None 6
--
City of Rocky Mount
Sunset Avenue WTP
Nash
NCO072133 /
NC0464010-WTI
No
318
Not Required
Annually
None 6
--
Clarke Utilities, Inc.
Whippoorwill Valley
Wake
NCO073318
Yes
15
Not Required
Annually
Annually
0.3
City of Raleigh
Little Creek RRF
Wake
NCO079316
Yes
150
Once Per Permit Cycle
Annually
Annually
0.3
City of Henderson
Kerr Lake Regional WTP
Vance
NCO083101 /
NCO291010-WT1
No
318
Once Per Permit Cycle
Annually
None 6
--
Town of Enfield
Enfield WTP
Halifax
NCO084034 /
NC0442025-WTI
No
50
Once Per Permit Cycle
Annually
None 6
--
Aqua North Carolina, Inc.
Governors Club WWTP
Chatham
WQ0000088
Yes
40
Not Required
Annually
Annually
0.3
Aqua North Carolina, Inc.
The Preserve at Jordan
Lake WWTP
Wake
WQ0018146
Yes
20
Not Required
Annually
Annually
0.3
Aqua North Carolina, Inc.
Colvard Farms
Orange
WQ0019569
Yes
10
Not Required
Annually
Annually
0.3
Aqua North Carolina, Inc.
Chapel Ridge WWTP
Chatham
WQ0022870
Yes
10
Once Per Permit Cycle
Annually
Annually
0.3
KRJ, Inc.
Rockbridge WWTP
Wake
WQ0024320
Yes
10
Not Required
Annually
Annually
0.3
Aqua North Carolina, Inc.
Legacy Jordan Lake
Chatham
WQ0024844
Yes
20
Not Required
Annually
Annually
0.3
Old North State Water
Company, LLC
Briar Chapel WWTP
Chatham
WQ0028552
Yes
100
Not Required
Annually
Annually
0.3
Aqua North Carolina, Inc.
Westfall WWTP
Chatham
WQ0028798
Yes
10
Not Required
Annually
Annually
0.3
Hasentree Owners
Hasentree Golf
Wake
WQ0033816
Yes
50
Not Required
Annually
Annually
0.3
Association, Inc.
Community
WQ0000838 Version 4.0
Attachment
A
Page 3 of 4

ATTACHMENT A — APPROVED RESIDUAL SOURCES
Granville Farms, Inc.
Certification Date: June 27, 2023
Permit Number: WQ0000838 Version: 4.0
Monitoring
Maximum
Monitoring
Monitoring
Frequency for
Approved
Biological
Owner Facility Name County Permit Number Dry Tons
Frequency for Non-
Frequency for
Pathogen &
Mineralization
Residuals per Year 1
hazardous
Metals &
Vector
Rate
z
Characteristics
Nutrients3,5
Attraction
Reductions a, 5
Consolidated Diesel Consolidated Diesel Nash WQ0040079 Yes 20
Once Per Permit Cycle
Annually
Annually
0.3
Total 12,132
1. Maximum Dry Tons per Year is the number of residuals approved for land application from each permitted facility.
2. Analyses to demonstrate that residuals are non -hazardous (i.e., TCLP, ignitability, reactivity, and coirosivity) as stipulated under permit Condition IV.2.
3. Testing of metals and nutrients as stipulated under permit Condition IV.3.
4. Analyses of the pathogen and vector attraction reductions as stipulated under permit Condition IVA.
5. Monitoring frequencies are based on the actual dry tons applied per year using the table below unless specified above.
Dry Tons Applied Monitoring Frequency
Dry Tons Applied (metric tons) (short tons per year) (40 CFR 503 and 15A NCAC 02T
.1111(c))
< 290 < 319 Once per year (Annually)
> 290 to < 1,500 > 319 to < 1,650 Once per quarter (4 x Year)
> 1,500 to < 15,000 > 1,650 to < 16,500 Once per 60 days (6 x Year)
> 15,000 > 16,500 Once per month (12 x Year)
6. Class A water treatment plant residuals are exempt from meeting the pathogen & vector attraction reduction requirements in Condition IVA, provided they are not mixed with residuals that have
been generated during the treatment of domestic wastewater, the treatment of animal processing wastewater, or the biological treatment of industrial wastewater. The Class A water treatment plant
residuals must be treated and processed in a manner as to not meet the definition of "Biological Residuals" as defined in 15A NCAC 02T .1102(6).
If no land application events occur during a required sampling period (e.g., no land application occurs during an entire year when annual monitoring is required), then no sampling data is
required during the period of inactivity. The annual report shall include an explanation for missing sampling data. Those required to submit the annual report to the United States
Environmental Protection Agency (US EPA) may be required to make up the missed sampling. Contact the US EPA for additional information.
WQ0000838 Version 4.0 Attachment A Page 4 of 4

LAND APPLICATION SITE CERTIFICATION
Applicant's name: &anville Farms. Inc.
Land application sites currently certified: 1,414.8 net acres and Total to be certified: 1,560.41 net acres.
I. LAND APPLICATION SITE INFORMATION (See Instruction B):
Status Site/Field Codes ID Landowner(s) Lessee(s) or Operator(s) Net Acres County Crop(s)
Predominant Soil
Series Nameb Mapping Unit
or Rep. Slope°
N KA-1
Michael Kelly Adkins
29.30
Halifax
Fescue
N KA-2
Pattie Epps Heirs
19.46
Halifax
Fescue
N SM-1
Samuel Mills
13.83
Halifax
Fescue
N EBLLC-1
E. Brantley, LLC
45.02
Nash
Fescue
N EBLLC-2
E. Brantley, LLC
20.39
Nash
Fescue
N EBLLC-3
E. Brantley, LLC
17.52
Nash
Fescue
N
J
N
'Status Code for land application sites are: ♦ N (New) ♦ R (Renewed)
♦ M (Modified)
♦ T (Transferred) ♦ D (Deleted)
b Soil Series Name (i.e. Appling, Cecil, etc.)
°Mapping Unit must be consistent with those used in the County Soil Survey (i.e. for a 2-8% slope
Cecil in
Anson County the mapping
unit is CeB2)
IL WATERBODY AND CLASSIFICATIONS INFORMATION (See Instruction
C):
Site/Field ID
Latitude Longitude Location Location Method Code Location Accuracy
Waterbody Subbasin and
Datum
Stream Index No.
KA-1
360 14' 44.3" 770 51' 25.9" NAD 83
GPS
Nearest Second
Little Fishing Creek / 28-79-25
KA-2
360 12' 53.4" 770 51' 11.4" NAD 83
GPS
Nearest Second
Little Fishing Creek / 28-79-25
SM-1
360 14' 45.5" 770 51' 57.7" NAD 83
GPS
Nearest Second
Little Fishing Creek / 28-79-25
EBLLC-1
350 56' 58.7" 780 07' 26.Q" NAD 83
GPS
Nearest Second
Tar River / 28-(24.7)
EBLLC-2
, 50 57' 12.8" 780 07' 9.8" NAD 83
GPS
Nearest Second
Tar River / 28-(24.7)
EBLLC no N' 19.9" 780 06' =" NAD 83 ADD Nearest Second
Note: Please keep the site information (I.) and waterbody information (IL) of the same field on the same page.
Tar River / 28-(24.7)
1
Ed 1
Current and Proposed
Class
C NSW
C NSW
C NSW
C NSW
C NSW
C NSW
WS-V
WS-V
NSW
NSW
WS-V
WS-V
NSW
NSW
WS-V
WS-V
NSW
NSW
FORM: LASC 06-16 Page 1

J
N /
W E
S
I
1
\� Legend
— Road
River/Stream
Field Boundary
County Boundary
\ ❑ Municipal Boundary
❑ Water Supply Watershed
Scale: 1 inch = 1 mile
Drawn by: DM
Reviewed by:
Date: October 2024
SM
FIELD 1
KA
FIELDS 1-2
0
�1
Fishing Creek (Enfield)
1 0.5 0 1
Miles
r LOCATION MAP Figure
SOIL PLUS Granville Farms R1-.AP (WQ0000838)
Ringwood, North Carolina
Soil Plus Project # 200705

■ Complete items 1, 2, and 3.
■ Print your r dmdp and address on the reverse
so that w&7 aid 'return the card to you.
■ Attach this card to the back of the mailpiece,
or on the front if space permits.
1. Article Addressed to:
v
® Agent
by (Printed Name) I C. Date of Delivery
Is delivery address diMerrt from item'17 ❑ Yes
If YES, enter delivery address below: ❑ No
✓ram �,�`�(Zn,'}'
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❑ AduiltSignature Restricted Delivery ❑ Regglst ed Maiice
G� Certified MaN Delivery
9590 9402 8946 4064 7969 13
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❑ Certified MallyROslricted Delivery.
❑ Signature Conflrmatlonrm
❑ Collect on De�i'•yry i`' ; ;* l'`
❑ Collect on De7lvery fjastrlcted Di
Postal _
2. Article Number (transfer from service label)
O Insured Mail
❑ Insured Mail triotedbelivery
�- O .
CERTIFIED MAIL
■
(over $500j y ' : ; i
PS Form 3811, July 2020 PSN 7530-02-000-9053
Domestic>'1�s'_
fU For deliveryinformation,
m 4x r
Certified Ma. [''A 14
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xtra Servi69b & FdWcheckbox, add (eaarp mate)
1716
rl.l ' ❑ Return Racelpt (hardcopy) $
_
❑ Return Receipt (electronic) $ �itI.II!!
Postmark
C3 ❑ Certified Mall Restricted Delivery $ $, j t , t_t I I
Here
r'- ° ❑ Adult Signature Required $ $H.H �
ru ❑Adult Signature Restricted Delivery $
Ln Postage
$ j. „ I-11
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Total Ycstage and Fees
�JJ
10/15/2024
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USPS TRACKING;#
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CO Street and Apt. lV," or t'6 B No.
LrlP° 39
o- .Q1ty St taTPPe PS Form ':,, January 2023r, ,rr ,•
n
Postage & Fees Paid
USPS
Permit No. G_10
9590 9402 8946 4064 7969 13
United States • Sender: Please print your name, address, and ZIP+4® in this box*
Postal Service
C:';1 -Pt us, I -LC -
0x�Po3-ck, r--�6 27' (4_
j:;,ljl'liilii:#i�:lift:itil'i'1��� ilil°�1I dilhillill,tlt}!!

State of North Carolina
DWR
Department of Environmental Quality
Division of Water Resources
Division of Water Resources 15A NCAC 02T .1100 —LAND OWNER AGREEMENT
FORM: LOA 06-16
Please use the following instructions as a checklist in order to ensure all required items are submitted. Adherence to these
instructions and checking the provided boxes will help produce a quicker review time and reduce the amount of additional
information requested. Failure to submit all of the required items will lead to additional processing and review time for the
permit application. Unless otherwise noted. the Annlicant shall submit one original and two conies of the application and
sunnortin2 documentation
For more information, visit the Water Quality Permitting Section's Non-Discharee Permittinty Unit.
General — This document is an agreement between the Applicant and land owner(s) of residuals receiving sites for land application of
Class B residuals (may include water treatment plant or other type residuals) in accordance with 15A NCAC 02T .1100. Do not submit
this agreement for review without a corresponding application form (FORM: RLAP 06-16).
Unless otherwise noted, the Applicant shall submit one original and two copies of the application and supporting documentation listed
below.
A. Land Owner Agreement (FORM: LOA 06-16):
❑ Submit the completed and appropriately executed Land Application Site Certification (FORM: LASC 06-16) form. Please do
not make any unauthorized content changes to this form. If necessary for clarity or due to space restrictions, attachments to
the application may be made, as long as the attachments are numbered to correspond to the section and item to which they
refer.
❑ Prepare a separate agreement for each set of land application sites that are owned or operated by an entity other than the
Applicant.
❑ A copy of the completed and appropriately executed agreement must be provided to the landowner and the lessee/operator.
AGREEMENT FOR THE LAND APPLICATION OF RESIDUALS TO PRIVATELY OWNED LAND
The undersigned landowner or his representative hereby permits:
Applicant's name: Granville Farms, Inc.
hereinafter referred to as
application site(s) (i.e., see
Agreement:
Site/Field ID
S M Field 1
the Permittee, to land apply residuals from the following facility(ies) onto the following land
attached setback maps) in accordance with the stipulations and restrictions as given in this
Lease Land Use or Intended Use of Crops
(yes/no) Cropping Patterns
NO Fescue Hay/Pasture Animal Consumption
Residuals Source
(optional)
See Attachment A
Special note
(no-till/over-seed/
pasture)
The landowner or his representative receives, in consideration, full use of the nutrient value of the applied residuals while the
Permittee receives, in consideration, the use of the land application site(s) described above for the disposal of the residuals.
This Agreement shall remain in effect for the length of the Division's permit for the residuals land application program and
shall be renewed each time this permit is renewed.
The undersigned landowner or his representative and the Permittee agree to abide with the following restrictions and
stipulations until such time as written notification, given 30 calendar days in advance, modifies or cancels this Agreement.
FORM: LOA 06-16 Page 1 of 3

L STIPULATIONS:
1. The landowner or his representative shall not enter into any additional residuals application contracts or agreements with another permitted
entity for the site(s) specified by this Agreement.
2. Should the landowner or his representative lease or otherwise permit the use of the land application site(s) to a third party, the landowner shall
be responsible to ensure that the third party agrees and complies with the terms and conditions of this Agreement.
3. The landowner or his representative shall adhere to the provisions of this Agreement until all of the site restrictions (under Section II) are met.
4. Notification of cancellation of this Agreement shall be immediately forwarded to NCDENR-DWR, Non -Discharge Permitting Unit, 1617 Mail
Service Center, Raleigh, NC 27699-1617.
5. The Permittee must request and obtain a permit modification from the Division prior to a transfer of the land application site(s) to a new
landowner. In addition, the current landowner shall give a notice to the new landowner that gives full details of the residuals applied at the land
application site(s).
6. The Permittee has provided the landowner or his representative with information and data concerning the residuals land application program,
including an analysis of constituents of the residuals, residuals application methods, schedules for typical cropping patterns, a description of the
equipment used by the Permittee.
7. The Permittee will provide the landowner or his representative with a copy of the residuals permit prior to commencement of any residuals land
application event and a copy of the results of each soil analysis.
8. If the soil pH of the land application site(s) is not maintained at 6.0 or greater, sufficient amounts of lime shall be applied to achieve a final soil
pH of at least 6.0, unless an agronomist provides information indicating that the pH of the soil, residuals and lime mixture is suitable for the
specified crop.
9. The landowner or his representative and the Permittee will agree on residuals application rates and schedules based on crop patterns, results of
soil samples, and the permitted application limits.
10. The landowner or his representative will provide the Permittee with information regarding the amount and analysis of other sources of nutrients
(e.g., fertilizer, unregulated animal waste, etc.) that have been applied to the land application site(s).
11. The landowner or his representative will inform the Permittee of any revisions or modifications to the intended use and cropping patterns for
the land application site(s) prior to each planting season to enable the Permittee to amend this Agreement and schedule residuals land application
events at appropriate periods.
12. Specific residuals land application area boundaries shall be clearly marked on the land application site(s) by the Permittee, the landowner, or
his representative prior to and during a residuals land application event.
13. The landowner or his representative hereby authorizes the Permittee, local officials, and State officials or their representatives to; enter and
inspect any property, premises, or place on or related to the land application site(s) at any reasonable time for the purpose of determining
compliance with the permit; establish monitoring facilities on or near the land application site(s) as required by the permit; copy any records
that must be kept under the terms and conditions of the permit; take necessary leachate, surface water, groundwater, or soil samples during the
term of, and 12 months after termination of, this Agreement.
H. RESTRICTIONS:
1. Appropriate measures must be taken by the Permittee and/or the landowner or his representative to control public access to the land application
site(s) during active use and for the 12-month period following a residuals land application event. Such controls may include the posting of
signs that indicate the activities being conducted at the land application site(s).
2. Animals shall not be grazed on the land application site(s) for a 30-day period following a residuals land application event. Land application
sites that are to be used for grazing shall have fencing that will be used to prevent access during these periods after such residuals land application
events.
3. Food crops, feed crops, and fiber crops shall not be harvested for a 30-day period following a residuals land application event.
4. Food crops with harvested parts that touch the residuals/soil mixture and are totally above the land surface shall not be harvested for a 14-month
period following a residuals land application event.
5. Food crops with harvested parts below the surface of the land shall not be harvested for a 20-month period following a residuals land application
event when the residuals remain on the land surface for four months or longer prior to incorporation into the soil.
6. Food crops with harvested parts below the surface of the land shall not be harvested for a 38-month period following a residuals land application
event when the residuals remain on the land surface for less than four months prior to incorporation into the soil.
7. Turf grown on land where residuals are applied shall not be harvested for a 12-month period following a residuals land application event.
HLALTERNATIVES FOR WATER SUPPLY WELLS INSIDE THE COMPLIANCE BOUNDARY: (please check one)
15A NCAC 02L .0107(d) prohibits water supply wells within the compliance boundary. However, 15A NCAC 02T .0105(h) allows the compliance
boundary to be placed closer to the waste disposal area, such that the water supply well is situated outside of the compliance boundary provided
the groundwater standards can be met at the newly -established compliance boundary. Please mark one of the following;
❑ A re -defined compliance boundary is needed for field(s) ID:
(Please include the rationale for the requested re -location of the compliance boundary and attach a map showing the newly proposed compliance
boundary to the application package)
® A re -defined compliance boundary is not needed for this site.
IV. ACKNOWLEDGEMENT OF FIELD TRANSFER: (if needed)
❑ The land application field(s) ID: . is currently permitted under another
residuals land application program; Permit Number WQ: The land owner hereby acknowledge that by signing this
agreement, he/she is requesting that the field(s) be removed from the previously permitted residuals land application program and transferred
into the new program:
(Name of the new program)
FORM: LOA 06-16 Page 2 of 3

Landowner's Certification:
I certify that I am a deeded landowner of the above -referenced land application site(s) and am authorized to make decisions
regarding the use of the land application site(s) on behalf of other deeded landowners OR that I am otherwise authorized, through
a power of attorney or other legal delegation, to make decisions regarding the use of the land application site(s) on behalf of the
deeded landowners. I certify that the above -referenced land application site(s) are not included in any waste disposal contract or
agreement with another municipality, contractor, or other permitted entity. Furthermore, I certify that I have read this Agreement,
understand the stipulations, restrictions, alternatives for water supply wells inside the compliance boundary, acknowledgement of
field transfer, and do hereby grant permission to the Permittee to land apply residuals to the land application site(s) as specified
herein. pp
Landowner name: S C / ` �A�, V' M,1'11
Address: ' 7 '7 7 T/ ��� L-7-4r,"-
City: l� (1 % �� 0/ State: / V
Phone:/ Q I % - ddress:__sd m '
Signature: Da
NORTH CAROLINA, a ret. n V i' I l 1✓ COUNTY
Zip:
I, the undersigned Notary Public do hereby certify that son 1 V t I m i l Is
personally appeared before me this day and acknowledged the due execution of the forgoing instrument.
WITNESS my hand and official seal this the Ll �k-
day of 3u n e
Signature and seal: Q V-"f C.e_ 'noc,44-L&
d,
My commission expires: 0 0 4 — 20 IS"
Lessee's/Operator's Certification:
,202Y
J
NOTARY PUBLIC
GRANVILLE COUNTY, N.C.
I certify that I have read this Agreement and do hereby agree to abide by the stipulations and restrictions as specified herein.
Lessee/operator name:
Address:
City: State: Zip:
Phone: E-mail address:
Signature: Date:
Permittee's Certification:
I certify that I have read this Agreement and do hereby agree to abide by the stipulations and restrictions as specified herein.
Signing offici I name: v, sm i, f-k
Date: y � 2 V
Signature:
FORM: LOA 06-16 Page 3 of 3

N
h FIELD NET AC.
W E 1 13.83
Legend
A Structure
Ditch
Stream
Application Area
Pond
® Buffer
E House
❑ Field Boundary
❑ Property Boundary
Scale: 1 inch = 400 feet
Drawn by: DM
Reviewed by:
Date: July 2024
The Compliance Boundary is established either 250�
feet from the residuals application area or 50 feet`
within the property boundary, whichever is closest to
the application area. The Review Boundary is
established midway between the Compliance
Boundary and the perimeter of the residuals 400 200 0 400
application area.
Feet
SM FIELD 1 BUFFER MAP Figure
SOIL PLUS GFI Land Application Permit (WQ0000838)
Ringwood, North Carolina
Soil Plus Project # 200705

N
W E
S
FIELD NET AC.
1 13.83
FIELD 1
ter,
Legend
A Structure
Ditch
CwA
Stream
Application Area
The Compliance Boundary is established either 250
® Buffer
feet from the residuals application area or 50 feet
Field Boundary
within the property boundary, whichever is closest to
House
the application area. The Review Boundary is "10 N►g�
Pond
established midway between the Compliance
Boundary ane
d the perimeter of the residuals 400 200 0 400
Soil Boundary
application area.
Feet
Scale: 1 inch = 400 feet
SM FIELD 1 SOIL MAP Figure
Drawn by: DM
SOIL PL lJ S GFI Land Application Permit (WQ0000838)
PLUS
Reviewed by:
Ringwood, North Carolina
Date: July 2024
Soil Plus Project # 200705

willcox&mate
SO I L SOL U T I ON S
October 23, 2024
Granville Farms, Inc.
P.O. Box 1396
Oxford, North Carolina 27565
Attention: Mr. Jason Smith
Reference: Soil Scientist Services for Non -Discharge Permit Modification Application
Granville Farms — Permit No. WQ0000838
Halifax and Nash County Sites — KA Site, SM Site and EBLLC Site
WMSS Project No. 19-06, Phase: 02
Dear Mr. Smith:
Willcox & Mabe Soil Solutions, PLLC (WMSS) has provided a Soil Scientist Evaluation
per WMSS Proposal No. 2019-P11 dated October 3, 2019. The evaluation was
performed to provide information for submitting a modification to the referenced non -
discharge permit to the North Carolina Department of Environmental Quality (NCDEQ)
— Division of Water Resources (DWR), Non -Discharge Branch (NDB). The evaluation
was conducted to assess the soil properties of the referenced acreage and to determine
suitability for land application activities proposed in the referenced permit application in
accordance with 15A NCAC 2T .I 104(c)(2)(A).
WMSS has included our findings in Appendix I and II in order for this information to be
incorporated into a permit modification package being prepared by Granville Farms, Inc.
(Granville Farms). The Appendices summarize our evaluations, findings, and
recommendations. Should you have any questions or comments about this report please
feel free to contact us at [phone].
Sincerely,
Willcox & Mabe Soil Solutions, PLLC
Martin Mabe
Partner / Agronomist
Rob Willcox, L.S.S.
Partner / Soil Scientist
Attachments: Appendix I — Summary Table
Appendix H — Maps, Soil Profile Description Sheets
Shared\WMSS Projects\2019\19-06 Granville Farms\Phase 02 - Technical Assistance\2024\Phase 02 Soil Scientist
Report - Granville Farms (WQ0000838).doc
Willcox & Mabe Soil Solutions, PLLC / 7231 B Summerfield Road / Summerfield, NC 27358 / Rob 336.339.9128 or
Martin 336.312.1396 / www.willcoxmabesoil.com

APPENDIX I - SUMMARY TABLE

On October 22, 2024, a Willcox & Mabe Soil Solutions, PLLC (WMSS) licensed soil
scientist, advanced hand auger borings on the fields listed below (denoted on the attached
maps). It was determined that the noted soil series were present/identified as
predominant for each of the following fields:
Farm Name/
Predominant Soil Series
Project/Permit
County
Field No.
Site No.
/ Mapping Unit
1 Norfolk / NrB
Nash EBLLC 2 Georgeville / GeB
Granville Farms 3 Georgeville / GeB
/ WQ0000838 1 Emporia / EwB
KA
Halifax 2 Dothan / DoB
SM 1 Pacolet / PeB2
The hand auger borings were performed to determine if the proposed land application
sites are suitable for land application activities in accordance with 15A NCAC 2T
.1104(c)(2)(A) and to be incorporated into a permit modification package for Granville
Farms, Inc. All fields evaluated were found to consist of suitable soils for land
application activities. Please reference the attached maps for hand auger boring locations
and subsequent soil profile descriptions.
9 SOIL
9. SC� W ► �F
N
\� O � 1098 P�O
\F NO RTH G /
10/23/24
Rob Willcox
NC Licensed Soil Scientist # 1098

APPENDIX II - MAPS, SOIL PROFILE DESCRIPTION SHEETS

&I
V
® FIE
Legend #t 4
1 Structure
Well
Ditch
Stream
Application Area a
® Buffer The Compliance Boundary is established either 250
Field Boundary feet from the residuals application area or 50 feet P
House within the property boundary, whichever is closest to Legend
the application area. The Review Boundary is
El On Site House established midway between the Compliance ® Hand Auger Boring
Pond PoBoundary and the perimeter of the residuals 400 200 0 400 J
Soil Boundary application area.
Feet
Scale: I inch = 400 feet EBLLC FIELD 1 SOIL MAP
Figure
Drawn by: DM SOIL PLUS GFI Land Application Permit (WQ0000838)
Reviewed by: Spring Hope, North Carolina
Date: June 2024 Soil Plus Project # 200705

N L,--
D NET AC.
w E 20.39
S . "... "..
rF
FIELD 31
i i
is
K �
FIELD 2
t�
:.
401
—
Ai
Legend
,4.
xa,
A Structure
�
Well
Ditch��
Stream
,
Application Area
t"
®Buffer
The Compliance Boundary is established either 250
7
❑ Field Boundary
feet from the residuals application area or 50 feet
House
within the property boundary, whichever is closest to
Legend
El On Site House
the application area. The Review Boundary is
®
Hand Auger Boring
Pond Po
established midway between the Compliance
Boundary and the perimeter of the residuals 400 200
0 400
L Soil Boundary
application area.. =4
I
P
Feet
Scale: 1 inch = 400 feet
EBLLC FIELD 2 SOIL MAP
Figure
Drawn by: DM
IL PLUS
5� US GFI Land Application Permit (WQ0000838)
Reviewed by:
Spring Hope, North Carolina
Date: June 2024
Soil Plus Project # 200705

N
FIELD NET AC.
3
W— — EL 17.52
S
a- I d1liffin I
Legend
A Structure
0 Well
Ditch
Stream
MApplication Area
Buffer
The Compliance Boundary is established either 250
'.4
jig
Field Boundary
feet from the residuals application area or 50 feet
k,
House
within the property boundary, whichever is closest to
Legend
El On Site House
the application area. The Review Boundary is
(9 Hand Auger Boring
E7Pond
established midway between the Compliance liance
Boundary and the perimeter of the residuals
400 200 0
400
Soil Boundary
application area.
Feet
Scale: 1 inch = 400 feet
EBLLC FIELD 3 SOIL MAP
Figure
Drawn by: DM
solL PLUS GFI Land Application Permit (WQ0000838)
Reviewed by:
Spring Hope, North Carolina
Date: Tune 2024
Soil Plus Proiect # 200705

N FIELD NET AC.
E 1 29.30.
11 b
LegendK
1 Structure
DoB
Well
Ditch
Stream
E-WB
Application Area
® Buffer
The Compliance Boundary is established either 250
Field Boundary
feet from the residuals application area or 50 feet
■House
within the p property boundary, whichever is closest to Legend
❑ Site House
the application area. The Review Boundary is
® Hand Auger Boring
established midway between the Compliance
Pond Po
Boundary and the perimeter of the residuals 400 200 0 400
Soil Boundary
application area.
Feet
Scale: I inch = 400 feet
KA FIELDS I & 2 SOIL MAP Figure
Drawn by: DM
SOIL PLUS GFI Land Application Permit (WQ0000838)
Reviewed by:
Ringwood, North Carolina
Date: July 2024
Soil Plus Project # 200705

N
W E
S
FIELD NET AC.
1 29.30
2 19.46
.k
FIELD 1
Legend
1 Structure
Well
Ditch
Stream
Application Area
® Buffer
❑ Field Boundary
E House
❑ On Site House
Pond
Soil Boundary
Scale: 1 inch = 400 feet
Drawn by: DM
Reviewed by:
Date: July 2024
® >. �R
4110
The Compliance Boundary is established either 250
feet from the residuals application area or 50 feet
within the property boundary, whichever is closest to Legend
the application area. The Review Boundary is ® Hand Auger Boring
established midway between the Compliance
Boundary and the perimeter of the residuals 400 200 0 400
application area.
Feet
KA FIELDS 1 & 2 SOIL MAP Figure
SOIL PLUS GFI Land Application Permit (WQ0000838)
Ringwood, North Carolina
Soil Plus Project # 200705
a

N
FIELD NET AC.
E `' 1 13.83

WILLCOX & MABE SOIL SOLUTIONS, PLLC
SITE/SOIL EVALUATION e�G'c I or- 2-
Project No. /9-Dh;PA45;F-:02Phone No. Date: M12�i24
Location �L�, L -C Pin County: :/r Property Size
Proposed Facility: �AAJI) 09PpLtCA77-1 p n) Water Supply: On -Site Well ❑ Evaluation:
Described By:
Weather:
FACTORS
Landscape Position %
Horizon Depth I
Color Munsell
Texture
Structure
Consistence
Boundary
Horizon Depth II
Color — Munsell
Texture
Mottles
Structure
Consistence
Boundary
Horizon Depth III
Color — Munsell
Texture
Mottles
Structure
Consistence
Boundary
Horizon Depth IV
Color — Munsell
Texture
Mottles
Structure
Consistence
Boundary
Su It1Nt/' l lJA/? m Antecedent Moistur
PROFILE PROFILE,,, I
L - ?-4%
/0 U� 314
SC 1 ccl I
iusb k
sr s Q 1�-r
_M,
I ✓ I �
-14.
IAKh !C
ss sP �__
M- Gravel S
J
/4 - 26
/bcle Sid
70 - n"'A Le
Gr�Sh 1L
sP�"
4 sl. 1
Esc � I
-P- /Dole&14- I
cdsb �<</✓�1� cci, cl
I I
I
I
Soil Wetness
Restrictive Horizon
Saprolite I I
LTAR
Classification I
42 - SS +
M'(S Lm
Ss s D -Y�/
-fe x 4a✓4
4 J/ 11,1D >
' 55 to
IWAC&�&I
091,71,61UT
Community ❑
Public ❑
e i)or S T Surface Water:
MiX60 ;RASSEt11-4A
PROFILE
2-I
L-7-
D -.S
/D yP 4-14 1
i
14 -- 3D
2, Sup. 4lg
lG
wJ4 /msb1C
���
2 ,Su/Z 4-1L
/a.
m- 1.Sup2Sig
PROFILE
4S-SS+
2. Sy2 41b
Wi t/"I
Auger Boring
Pit ❑
Cut A I �r ❑
I LEGEND
LANDSCAPE
POSITION
R
Ridge Interfluve
S
Shoulder
L
Linear Slope
FS
Foot Slope
N
Nose Slope
H
Head Slope
Cc
Concave Slope
Cv
Convex Slope
T
Terrace
P
Flood Plain
I TEXTURE
S yl sl e I s sand
/nwr S; Jae " I Is loamy sand
SS Sa 1� I sl sandy loam
I 1 1
oam
si
silt
sil
silt loam
sicl
silty clay loam
cl
clay loam
scl
sandy clay loam
sc
sandy clay
sic
silty clay
c
clay
CONSISTENCE
WET
Ns
non -sticky
Ss
slightly sticky
S
sticky
Vs
very sticky
1 Np
non -plastic
Sp
slightly plastic
P
plastic
Vp
very plastic
MOIST
1 vfr
Very friable
fr
friable
fi
firm
vfi
Very firm
STRUCTURE
? SS ' sg
single grain
In
massive
cr
crumb
gr
granular
r,'9W�,FmIF I sbk subangular blocky
abk
angular blocky
1 pl
platy
pr
prismatic

WILLCOX & MABE SOIL SOLUTIONS, PLLC ;IR6E- 2 of 2
SITE/SOIL EVALUATION
Project No.
Location
Proposed Facility
Described By:
Weather:
FACTORS
Landscape Position %
Horizon Depth I
Color Munsell
Texture
Structure
Consistence
Boundary
Horizon Depth II
Color — Munsell
Texture
Mottles
Structure
Consistence
Boundary
Horizon Depth III
Color — Munsell
Texture
Mottles
Structure
Consistence
Boundary
Horizon Depth IV
Color — Munsell
Texture
Mottles
Structure
Consistence
Boundary
Soil Wetness
Restrictive Horizon
Saprolite
LTAR
Classification
1�-66 rpN RSA' Uc'Phone No. Date:
g L Pin County: ,'f _' Property Size
Z IV0 906ICA-T10►✓ Water Supply: On -Site Well ❑ Evaluation:
U' / Community ❑
S WILC.C6 X Public ❑
' ,iw jw.' /, 9/ 9W Antecedent Moisture Surface Water:
PROFILE PROFILE PROFILE
r)
/G y 4-/4
I �,r J1.blC I I
I I I I
1 /2-,55 .
SS �Sn/
I
I
I
1 Z.Sv,,e 416
1 &_ c.l
17 a41S
Ss s �
r
C
CIA- %04614-
I ss SP
7f ve 4-1 R
I <
55 it
(_4602loF V 1 LLE
PROFILE
Auger Boring ❑
Pit ❑
Cut /N// t ❑
LEGEND
LANDSCAPE
POSITION
R
Ridge Interfluve
S
Shoulder
L
Linear Slope
FS
Foot Slope
N
Nose Slope
H
Head Slope
Cc
Concave Slope
Cv
Convex Slope
T
Terrace
P
Flood Plain
ITEXTURE
Is
sand
Is
loamy sand
sl
sandy loam
I
loam
si
silt
sil
silt loam
sicl
silty clay loam
cl
clay loam
scl
sandy clay loam
sc
sandy clay
sic
silty clay
c
clay
CONSISTENCE
WET
Ns
non -sticky
Ss
slightly sticky
S
sticky
Vs
very sticky
Np
non -plastic
Sp
slightly plastic
P
plastic
Vp
very plastic
MOIST
vfr
Very friable
fr
friable
fi
firm
vfi
Very firm
STRUCTURE
sg
single grain
in
massive
cr
crumb
gr
granular
sbk
subangular blocky
abk
angular blocky
pl
platy
pr
prismatic

WILLCOX & MABE SOIL SOLUTIONS, PLLC
SITE/SOIL EVALUATION
Project No. /�-��o ` Q,�q' DZPhone No. Date: 1012(/2
Location Pin County: Property Size
Proposed Facility: 4,91JD At*,We J7rA1Water Supply: On -Site Well
Described By:
poa wlacox
Community
P, lic
Weather:
.Syi(/ v,' /.f;9kM Antecedent Moisture
A/14 6r2F
l47V2g
FACTORS
PROFILE PROFILE PROFILE
�— i )- /C('dn t� 2_
Landscape Position %
2_ 2 -3 °>o
L - 3 - 4--026
Horizon Depth I—
I I
0 -- 9
Color Munsell
14 V2 3/3 1 I
/0 y/Z 315
Texture
1 / S( I I
` S
Structure
I /,1J <` / I I
IU 1 C
Consistence
S ASP k
I I I
� 1 I
Boundary
Horizon Depth II
I (� — / 2 1
4R - 55 +
y - Z6
Color — Munsell
I /� (,% g% I
rn u 1 I
/D ve sl,q
Texture
I �S�
(f I
SCI CSC
Mottles
Structure
I P.Ct'b 1C I
/Y/Gssl V<
Consistence
1 SS $IJ
SS SP
SS SP
I Boundary
❑ Evaluation: Auger Boring �]
❑ Pit ` ❑
❑ Cut N/ ig ❑
Surface Water: /
Horizon Depth III
1 12 - 2e, I
I 2� — 4-S I
Color — Munsell
I 10 r1Z S/L I
I /J y!L Sl g 1
Texture
1 S�(� SC I
1 /SC / I
Mottles
I I� 1
I t'/m - 2. 5w?Q. 1
Structure
UlCb1C I
I %USb'ej fms�) ✓P— I
Consistence
1 f 1
I SS `50
Boundary
Horizon Depth IV
I 20_ 4 g 1
!-5 -SS -1
Color — Munsell
Texture
Mottles
I IC - ZJ"112 5/9 1
I
Structure
I WSbX SS./ "o
Consistence
I
I SS S.D
I Boundary
Soil Wetness >
Restrictive Horizon 1
Saprolite
LTAR I I
Classification I 1 F/IAPO2J A I -,i VT7gA Y�l
PROFILE
LEGEND
LANDSCAPE
POSITION
R
Ridge Interfluve
S
Shoulder
L
Linear Slope
FS
Foot Slope
N
Nose Slope
H
Head Slope
Cc
Concave Slope
Cv
Convex Slope
T
Terrace
P
Flood Plain
I TEXTURE
1 s
sand
Is
loamy sand
sl
sandy loam
I
loam
si
silt
sil
silt loam
sicl
silty clay loam
cl
clay loam
scl
sandy clay loam
sc
sandy clay
sic
silty clay
c
clay
CONSISTENCE WET
Ns
non -sticky
Ss
slightly sticky
S
sticky
Vs
very sticky
Np
non -plastic
Sp
slightly plastic
I P
plastic
Vp
very plastic
MOIST
vfr
Very friable
fr
friable
fi
firm
vfi
Very firm
ISTRUCTURE
I sg
single grain
m
massive
cr
crumb
gr
granular
sbk
subangular blocky
abk
angular blocky
pl
plat'
pr
prismatic

WILLCOX & MABE SOIL SOLUTIONS, PLLC
SITE/SOIL EVALUATION
Project No. �Q-��.�flASF_', 02Phone No. Date: 1124
Location S' /i'j Pin County: � ,;'
Property Size
t*' f:
Proposed Facility: I AiUO &PV Cg77D /tJ Water Supply:
Described By:
Weather:
FACTORS
Landscape Position %
Horizon Depth I
Color Munsell
Texture
Structure
Consistence
Boundary
Horizon Depth II
Color — Munsell
Texture
Mottles
Structure
Consistence
Boundary
Horizon Depth III
Color — Munsell
Texture
Mottles
Structure
Consistence
Boundary
Horizon Depth IV
Color — Munsell
Texture
1 Mottles
1 Structure
1 Consistence
Boundary
Soil Wetness
Restrictive Horizon
Saprolite
LTAR
Classification
KOB W1111D V
SyNivra: GJA�'In Antecedent Moisture
On -Site Well
Community
Public
PROFILE
PROFILE PROFILE
- 2-3%
S.
b4.
I I
I
I I
I
1
39- SS +-
1u2 4 0 1
M04 i
I h_I I
01 I
wsb!/ I �ssr Ue
r ► i
I I > 4S
I
I
iv�rDL T
I I
❑ Evaluation:
El
El
Surface Water:
PROFILE
Auger Boring
Pit ❑
Cut 1 ❑
N �
f LEGEND
LANDSCAPE
POSITION
R
Ridge Interfluve
S
Shoulder
L
Linear Slope
FS
Foot Slope
N
Nose Slope
H
Head Slope
Cc
Concave Slope
Cv
Convex Slope
T
Terrace
P
Flood Plain
(TEXTURE
1 s
sand
Is
loamy sand
sl
sandy loam
I
loam
si
silt
1 sil
silt loam
sicl
silty clay loam
1 cl
clay loam
scl
sandy clay loam
sc
sandy clay
sic
silty clay
c
clay
CONSISTENCE
WET
Ns
non -sticky
Ss
slightly sticky
S
sticky
Vs
very sticky
Np
non -plastic
1 Sp
slightly plastic
1 P
plastic
Vp
very plastic
MOIST
1 vfr
Very friable
fr
friable
fi
firm
vfi
Very firm
STRUCTURE
sg
single grain
m
massive
1 cr
crumb
1 gr
granular
sbk
subangular blocky
abk
angular blocky
pi
platy
pr
prismatic

NCDA&CS Agronomic Division Phone: [phone] Website: www.ncagr.gov/Divisions/Agronomic-Services
Report No. FY25-SL002880
Heavy Metals
Soil Report
Soil Testina Section
Mehlich-3 Extraction
Client: Jason Smith
Granville Farms, Inc.
PO Box 1396
Oxford, NC 27565
Sampled County: Halifax
Client ID: 405110
Advisor: Drew Matthews
Soil Plus LLC
PO Box 1396 / 8220 NC
Hwy 96
Oxford, NC 27565
Advisor ID: 398292
Sampled: 08/22/2024 Received: 08/29/2024 Completed: 09/03/2024 Farm: SM
Agronomist's Comments:
This report contains both routine soil test information as well as heavy metals data in a section labeled as Heavy Metals under soil test lab results. Using Mehlich 3 as a
soil test extractant, background levels of these metals typically seen in NC soils when analyzed are as follows: arsenic (As)- 4.5 ppm, cadmium (Cd)- 0.1 ppm, chromium
(Cr)- 0.2 ppm, lead (Pb)- 4.2 ppm, nickel (Ni)- 0.8 ppm, & selenium (Se)- 0.2 ppm (FY2005-2007). Although the above metals here are not believed to pose a concern for
plant qrowth, continue to monitor these and note where elevated above backqround levels. Note any lime and fertilizer recommendations. Jaqathi Kamalakanthan 9/3/2024
Sample ID: 001
Recommendations: Lime
Nutrients (lb/acre)
More
Crop (tons/acre) N P2O5
K2O
Mg S
Mn Zn
Cu B Information
Lime History:
1 - Fescue/OGrass/Tim, M 0.6 120-200 20
90
0 20
0 0
0 0 Note: 12
2 - 0.0
Test Results [units - WN in g/cm3; CEC and Na in meq/100 cm3; NO3-N in mg/dM3]:
Soil Class:
Mineral
HM% WN CEC
BS% Ac pH P-1 K-1 Ca% Mg% S-1
Mn-I
Mn-All Mn-Al2
Zn-I Zn-AI
Cu-I Na ESP SS-1 NO3-N
0.18 1.12 4.8
70 1.4 5.5 54 24 56 11 23
281
186
157 157
180 0.1 2
Heavy Metals (parts per million):
North Carolina
kk:- 1W
1
I0W-XLu trust FL*dCMITlisslan
Arsenic, 0.2 Cadmium, 0.1 Nickel, 0.3 Chromium, 0.2 Lead, 3.4 Selenium, 0.1
Reprogramming of the laboratory -information -management system that makes this report possible is being funded
through a grant from the North Carolina Tobacco Trust Fund Commission.
Thank you for using agronomic services to manage nutrients and safeguard environmental quality.
- Steve Troxler, Commissioner of Aqriculture

NCDA&CS Agronomic Division Phone: [phone] Website: www.ncagr.gov/Divisions/Agronomic-Services
Jason Smith
Understanding the Soil Report: explanation of measurements, abbreviations and units
Recommendations
Lime
If testing finds that soil pH is too low for the crop(s) indicated, a time recommendation will be given in units of either
ton/acre or Ib/1000 sq ft. For best results, mix the lime into the top 6 to 8 inches of soil several months before planting.
For no -till or established plantings where this is not possible, apply no more than 1 to 1.5 ton/acre (50 to 75 Ib/1000 sq ft)
at one time, even if the report recommends more. You can apply the rest in similar increments every six months until the
full rate is applied. If Mg is recommended and lime is needed, use dolomitic lime.
Fertilizer
Each nutrient recommendation for field crops or other large areas are listed separately in units of lb/acre unless
otherwise specified. Recommendations for N (and sometimes for B) are based on research/field studies for the crop
being grown, not on soil test results. Recommendations for K and P will depend on K-1 and P-1 soil test results and the
crop to be grown. Generally, at K-1 and P-1 values > 50, recommendations will be minimal. If Mg is needed and no lime is
recommended, 0-0-22 (11.5% Mg) is an excellent source; 175 to 250 lb/acre alone or in a fertilizer blend will usually
satisfy crop needs. Soluble salt levels (SS-1) appear only on reports for diagnostic/problem samples.
Farmers and other commercial producers should pay special attention to micronutrient levels. If $, pH$, $pH, C or Z
notations appear on the soil report in the recommendation section, refer to NCDA&CS
$Note: Secondary Nutrients and Micronutrients. Various NCDA&CS crop notes also address lime and fertilizer needs.
Recommendations forsmall areas, such as home lawns/gardens, are listed in units of Ib/1000 sq ft. If you cannot find
the exact fertilizer grade recommended on the report, visit NCDA&CS Fertilizer Substitutions to find information that may
help you choose a comparable alternate. For more information, read NCSU publication,
A Homeowner's Guide to Fertilizer. In general, homeowners do not need to be concerned about micronutrients.
Test Results
The first seven parameters [soil class, HM%, W/V, CEC, BS%, Ac and pH] describe the soil and its degree of acidity.
The remaining 16 parameters [P-1, K-1, Ca%, Mg%, Mn-1, Mn-All, Mn-AI2, Zn-I, Zn-AI, Cu-I, S-1, SS -I, Na, ESP, SS -I,
NO3-N (not routinely available)] indicate levels of plant nutrients or other fertility measurement. Visit NCDA&CS
Understand Your Report for more information.
Report No. FY25-SL002880
Page 2 of 2
Report Abbreviations
Ac
exchangeable acidity
B
boron
BS%
% CEC occupied by basic
cations
Ca%
% CEC occupied by calcium
CEC
cation exchange capacity
Cu-I
copper index
ESP
exchangeable sodium percent
HM%
percent humic matter
K-I
potassium index
K20
potash
Mg%
% CEC occupied by magnesium
MIN
mineral soil class
Mn
manganese
Mn-All
Mn-availability index for crop 1
Mn-Al2
Mn-availability index for crop 2
Mn-I
manganese index
M-0
mineral -organic soil class
N
nitrogen
Na
sodium
NO3-N
nitrate nitrogen
ORG
organic soil class
pH
current soil pH
P-1
phosphorus index
P205
phosphate
S-1
sulfur index
SS-1
soluble salt index
WN
weight per volume
Zn-AI
zinc availability index

Waypointo
ANALYTICAL
9/6/2024
Soil Plus, LLC
Joyce Barrett
P.O. Box 1396
Oxford, NC, 27565
Ref: Analytical Testing
Report Number: 24-243-0002
Project Description: Granville Farms/SM
7621 Whitepine Road, Richmond, VA 23237
Main 804-743-9401 0 Fax [phone]
www.waypointanalytical.com
Dear Joyce Barrett:
Waypoint Analytical Virginia, Inc. received sample(s) on 8/30/2024 for the analyses presented in the following
report.
The above referenced project has been analyzed per your instructions. The analyses were performed in
accordance with the applicable analytical method. Sub -contracted testing is noted on the Sample Summary Table
if applicable.
The analytical data has been validated using standard quality control measures performed as required by the
analytical method. Quality Assurance, method validations, instrumentation maintenance and calibration for all
parameters (NELAP and non-NELAP) were performed in accordance with guidelines established by the USEPA
(including 40 CFR 136 Method Update Rule May 2012) and NELAC unless otherwise indicated.
Certain parameters (chlorine, pH, dissolved oxygen, sulfite...) are required to be analyzed within 15 minutes of
sampling. Usually, but not always, any field parameter analyzed at the laboratory is outside of this holding time
Refer to sample analysis time for confirmation of holding time compliance.
The results are shown on the attached Report of Analysis(s). Results for solid matrices are reported on an as -
received basis unless otherwise indicated. This report shall not be reproduced except in full and relates only to
the samples included in this report.
Please do not hesitate to contact me or client services if you have any questions or need additional information
Sincerely,
&'-� ­AldA�
Brandi Watson
Laboratory's liability in any claim relating to analyses performed shall be limited to, at laboratory's option, repeating the
analysis in question at laboratory's expense, or the refund of the charges paid for performance of said analysis.
Page 1 of 5

Waypoint
ANALYTICAL
Report Number:
Client Project Description:
Lab No Client Sample ID
66524 1
7621 Whitepine Road, Richmond, VA 23237
Main 804-743-9401 0 Fax [phone]
www.waypointanalytical.com
Sample Summary Table
24-243-0002
Granville Farms/SM
Matrix
Solids
Date Collected
Date Received Method Lab ID
08/30/2024 SW-7471B WP MTN
WP MTN - Memphis, TN: Waypoint Analytical - TN, Memphis, TN
Page 2 of 5

Waypointo
ANALYTICAL
04596
Soil Plus, LLC
Project
Joyce Barrett
P.O. Box 1396
Information
Oxford , NC 27565
Report Number : 24-243-0002
Lab No : 66524
Sample ID : 1
Test
Mercury
Qualifiers/ DF Dilution Factor
Definitions
7621 Whitepine Road, Richmond, VA 23237
Main 804-743-9401 0 Fax [phone]
www.waypointanalytical.com
Granville Farms/SM
REPORT OFANALYSIS
Results Units
<0.162 mg/Kg
Report Date : 09/06/2024
Received : 08/30/2024
Brandi Watson
Matrix: Solids
Sampled:
MQL DF Date / Time By Analytical
Analyzed Method
0.162 1 09/06/24 12:13 FDS SW-7471B
MQL Method Quantitation Limit
Page 3 of 5

WayPAoInt..
NALYTICAL
Customer Number: 04596
Customer Name: Soil Plus, LLC
Report Number: 24-243-0002
7621 Whitepine Road, Richmond, VA 23237
Main 804-743-9401 0 Fax [phone]
www.waypointanalytical.com
Shipment Receipt Form
Shipping Method
0 Fed Ex 0 US Postal 0 Lab 0 Other:
0 UPS 0 Client 0 Courier Thermometer ID:
Shipping container/cooler uncompromised?
Number of coolers/boxes received
Custody seals intact on shipping container/cooler?
Custody seals intact on sample bottles?
Chain of Custody (COC) present?
COC agrees with sample label(s)?
COC properly completed
Samples in proper containers?
Sample containers intact?
Sufficient sample volume for indicated test(s)?
All samples received within holding time?
Cooler temperature in compliance?
Cooler/Samples arrived at the laboratory on ice.
Samples were considered acceptable as cooling
process had begun.
Water - Sample containers properly preserved
Water - VOA vials free of headspace
Yes
0 No
l '
0 Yes
0 No Not Present
0 Yes
0 No Not Present
Yes
0 No
Yes
0 No
Yes
0 No
Yes
0 No
Yes
0 No
Yes
0 No
Yes
0 No
0 Yes
No 0 Not Present
0 Yes
No
Trip Blanks received with VOAs
Soil VOA method 5035 — compliance criteria met
F_ High concentration container (48 hr)
F_ High concentration pre -weighed (methanol -14 d)
Special precautions or instructions included?
Comments:
0 Yes
0 No
N/A
0 Yes
0 No
N/A
0 Yes
0 No
N/A
0 Yes
0 No
0 N/A
F_ Low concentration EnCore samplers (48 hr)
F_ Low conc pre -weighed
vials (Sod Bis -14 d)
0 Yes
* No
Signature: IDavid Lennon I Date & Time: I08/30/2024 08:13:42 1
Page 4 of 5

0
Waypoint
ANALYTICAL
Grower/Project Information
_4-243-000-
1111111111111111111111II111111111[1[ 11111] IIIII IIIII IIIII IIII IIII 004596
s 30-2gz4
Sal Plus. L.LC 07 30 2
Granville Farms'SM
................... _..nation
r
Account: I 04596
Granville Farms Inc Submitted By I Charge To
Drew Matthews
Soil Plus
Farm ID SM I Field ID
Credit Card I, I CSV I I Exp. Date: I
E-rnail address [e-mail]
Soil Analysis Plant Analysis
Lab Number (Lab Sample ID Soluble Additional
Use Only) Sim I S3M I NCDA NO,-N I Salts PT1 I PT2 I NON Tests
1 Mercury
Soil Plus
PO Box 1396
Oxford. NC 27565
Phone # I 252-883-9301
Crop Into For Recommendations
Crop)Growth Stage Yield Alternative I Yield
Goal Crop Goa!
I
Mehlich III Test Packages I Plants Analysis Packages
S1M - Organic matter Phosphorus, PotaSSwm, Calcium Magnesium, pH, PT1 - Sulfur Phosphorus Potassium, Iron, Calcium Mangesium, Sodium,
Buffer pH Cation Exchange Capacity. and % Base Saturation Zinc Copper Manganese, Boron and Aluminium
S3M - SiM plus Sodium, Sulfur, Boron, Zinc Manganese. Copper, and Iron PT2 - PT plus Total Nitrogen
NCDA - HNI%. wN. CEC. BS% Ac. pH, P-I, K-I, S-I, Ca%, Mg%, Mn-1 Mn-AI.
Zn-I Cu-I Na and ESP
W *PLEASE RUN MERCURY ONLY
°z **Please make sure that the Farm ID is on the soil test results. Email results to [e-mail]

(1) (2) (3)
(4)
(5)
Farm Field Soil Type
Gross Ac.
Net Ac
SM 1 Pacolet (PeB2)
21.30
13.83
Totals
21.3
13.83
(6) (7)
(8)
(9)
(10)
Application
N Req.
Gallons
Total Gallons
Crop Method
(lbs/Ac.)
Per Ac.
Per Field
Fescue Surface
194
66,127
914,531
914,531
Total Gallons
66,127
Gallons Per Ac.
90.00
Total Dry Tons
6.51
Dry Tons Per Ac.
(8) Derived from http://nutrients.soil.ncsu.edu/yields/ for Halifax County (Realistic Nitrogen Rate)
(9) Column (8) divided by 29.81 lbs N per DT multiplied by 10,161 Gallons Per DT
(10) Column (9) multiplied by Column (5)

APPENDIX 7
2024 PERMIT MODIFICATION
Granville Farms, Inc. (WQ0000838)
E. Brantley. LLC (EBLLC)
County Manager Notification
Land Owner Agreements
Maps
Soil Boring & Certification
Soil Samples and Biosolid Utilization

North Carolina Department of Environmental Quality
Pat McCrory Donald R. van der Vaart
Governor Secretary
Date: 10/14/2024
To: Name of Chairman to the Board of County Commissioners: Robbie B. Davis
Complete mailing address: 120 W. Washinaton Street, Suite 3072
City: Nashville State: NC Zip: 27856-
County where land application sites are located: Nash
From: Applicant's name: Liranville Farms. Inc. (on behalf of the Division of Water Resources in accordance with
Session Law 2013-340)
Contact person and title: Jason Smith. Vice President
Complete mailing address: PO Box 1391
City: oxford State: Zip: 27565-
Telephone number: [phone] E-mail address: ismith(a,aranvillefarmsinc.com
Subject: Notification of residual land application site proposal
This is to notify you that the Applicant listed above will be submitting an application to the Division of Water
Resources for the land application of residual solids to site(s) located in your county. During this review, the Division
will ensure that all federal and state regulations are enforced. Attached to this form is information regarding residuals -
generating sources and locations of the proposed land application sites. Please forward this letter and its associated
attachments to the appropriate Department within your County (i.e., Health or Environmental Health Department and
Planning Department) if applicable.
More information of the land application sites included in this application will be available at the following
Division of Water Resources Regional Office:
Name of appropriate regional office: Ra
Complete mailing address:
City: _ State: Zip: 27609
Telephone number: 19) 791-4200
Expected date of application submission:
Should you desire to comment on this application, please do so no later than 30 calendar days following the
expected application submission date. If you have any questions or comments about this notification, or if you would like
more information, please contact the appropriate regional office at the telephone number provided above. Thank you in
advance for your attention to this matter.
Enclosures: Source Facility Summary
Land Application Site Summary
Maps
Non -Discharge Permitting Unit
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
Phone: [phone] \ Internet: htto://oortal.ncdenr.ora/web/wa
An Equal Opportunity \Affirmative Action Employer — Made in part with recycled paper FORM: CBN 06-16

ATTACHMENT A — APPROVED RESIDUAL SOURCES
Granville Farms, Inc.
Certification Date: June 27, 2023
Permit Number: WQ0000838 Version: 4.0
Monitoring
Maximum
Monitoring
Monitoring
Frequency for
Approved
Owner
Facility Name
County
Permit Number
Biological
Dry Tons
Frequency for Non-
Frequency for
Pathogen &
Mineralization
Residuals
per Year r
hazardous
Metals &
Vector
Rate
z
Characteristics
Nutrients3,5
Attraction
Reductions a, 5
Mallinckrodt, LLC
Mallinckrodt WWTP
Wake
CHEM
Yes
790
Once Per Permit Cycle
See Table Below
See Table Below
0.3
Town of Spring Hope
Spring Hope WWTP
Nash
NCO020061
Yes
50
Once Per Permit Cycle
Annually
Annually
0.3
Town of Louisburg
Louisburg WRE
Franklin
NCO020231
Yes
318
Once Per Permit Cycle
Annually
Annually
0.3
Town of Pittsboro
Pittsboro WWTP
Chatham
NCO020354
Yes
200
Annually
Annually
Annually
0.3
City of Henderson
Henderson WRF
Vance
NCO020559
Yes
1,600
Once Per Permit Cycle
See Table Below
See Table Below
0.3
Town of Warrenton
Warrenton WWTP
Warren
NCO020834
Yes
318
Once Per Permit Cycle
Annually
Annually
0.3
City of Wilson
Wilson WWTP
Wilson
NCO023906
Yes
2,000
Once Per Permit Cycle
See Table Below
See Table Below
0.2
Roanoke Rapids Sanitary
Roanoke River WWTP
Halifax
NCO024201
Yes
318
Annually
Annually
Annually
0.3
District
City of Oxford
Oxford WWTP
Granville
NCO025054
Yes
500
Once Per Permit Cycle
See Table Below
See Table Below
0.3
Town of Enfield
Enfield WWTP
Halifax
NCO025402
Yes
100
Once Per Permit Cycle
Annually
Annually
0.3
South Granville Water &
Sewer Authority
SGWASA WWTP
Granville
NCO026824
Yes
650
Once Per Permit Cycle
See Table Below
See Table Below
0.3
City of Raleigh
Neuse River RRF
Wake
NCO029033
Yes
1,000
Once Per Permit Cycle
See Table Below
See Table Below
0.3
U.S. Department of Labor
Kittrell Job Corps Center
Vance
NCO029131
Yes
10
Not Required
Annually
Annually
0.3
City of Rocky Mount
Tar River Regional
WWTP
Edgecombe
NCO030317
Yes
800
Once Per Permit Cycle
See Table Below
See Table Below
0.3
Arbor Hill MHP
Arbor Hill MHP WWTP
Orange
NCO037869
Yes
10
Not Required
Annually
Annually
0.3
Aqua North Carolina, Ina
Neuse River p illage
Wake
NCO038784
Yes
15
Not Required
Annually
Annually
0.3
WWTDuke
Energy Progress, LLC
Shearon Harris NPP
Wake
NCO039586
Yes
15
Not Required
Annually
Annually
0.3
Knightdale Estates MHP
Knightdale Estates MHP
Wake
NCO040266
Yes
15
Not Required
Annually
Annually
0.3
Limited Partnership
WWTP
Aqua North Carolina, Inc.
Barclay Downs WWTP
Wake
NCO040606
Yes
10
Not Required
Annually
Annually
0.3
Town of Bunn
Bunn WWTP
Franklin
NCO042269
Yes
75
Once Per Permit Cycle
Annually
Annually
0.3
Total Environmental
Lake Royale WWTP
Franklin
NCO042510
Yes
10
Not Required
Annually
Annually
0.3
Solutions, Inc.
WQ0000838 Version 4.0 Attachment A Page 1 of 4

ATTACHMENT A — APPROVED RESIDUAL SOURCES
Granville Farms, Inc.
Certification Date: June 27, 2023
Permit Number: WQ0000838 Version: 4.0
Maximum Monitoring Monitoring
Biological Frequency for Non- Frequency for
Owner Facility Name County Permit Number Residuals Dry Tons hazardous Metals &
Per Year 1 Characteristics 2 Nutrients 3,5
ACG Birchwood, LLC
Birchwood MHP WWTP
Orange
NCO042803
Nature Trails Association
Nature Trails MHP
Chatham
NCO043257
CLP
WWTP
Fearrington Utilities, LLC
Fearrinngt�PVillage
Chatham
NCO043559
Aqua North Carolina, Inc.
Hawthorne SSubbdivision
Wake
NCO049662
WWT
Aqua North Carolina, Inc.
Cole Park Plaza Shopping
Chatham
NCO051314
Center WWTP
Carolina Water Services,
Ashley Hills WWTP
Wake
NCO051322
Inc. of North Carolina
Aqua North Carolina, Inc.
Avocet WWTP
Wake
NCO055051
Aqua North Carolina, Inc.
Cross Creek Mobile
Wake
NCO056391
Estates
Aqua North Carolina, Inc.
Chatham WRF
Wake
NCO056413
South Granville Water &
SGWASA WTP
Granville
NCO058416 /
Sewer Authority
NCO239107-WTI
Aqua North Carolina, Inc.
Mallard Crossing WWTP
Wake
NCO058505
Aqua North Carolina, Inc.
Lake Ridges Aeero Park
Durham
NCO059099
WWTP
Pope Industrial Park II Ltd
Pope Industrial Park
Wake
NCO060526
Partnership
WWTP
Aqua North Carolina, Inc.
Beachwood WWTP
Wake
NCO060577
Carolina Water Service, Inc.
Amherst Subdivision
Wake
NCO061638
of North Carolina
WWTP
Aqua North Carolina, Inc.
Woodlakw�Ptry Club
Moore
NCO061719
Carolina Water Service, Inc.
Kings Grant Subdivision
Wake
NCO062219
of North Carolina
WWTP
Aqua North Carolina, Inc.
Crooked Creek WWTP
Wake
NCO062715
Aqua North Carolina, Inc.
Briarwood Farms WWTP
Wake
NCO062740
Aqua North Carolina, Inc.
Wildwood Green WWTP
Wake
NCO063614
Clarke Utilities, Inc.
Deer Chase WWTP
Wake
NCO063746
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
No
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
10
Not Required
20
Not Required
100
Not Required
80
Not Required
25
Not Required
50
Not Required
20
Not Required
10
Not Required
100
Not Required
318
Once Per Permit Cycle
30
Not Required
10
Not Required
10
Not Required
10
Not Required
10
Not Required
25
Not Required
10
Not Required
40
Not Required
30
Not Required
30
Not Required
10
Not Required
Annually
Annually
Annually
Annually
Annually
Annually
Annually
Annually
Annually
Annually
Annually
Annually
Annually
Annually
Annually
Annually
Annually
Annually
Annually
Annually
Annually
Monitoring
Frequency for
Pathogen &
Vector
Attraction
Reductions a, s
Annually
Annually
Annually
Annually
Annually
Annually
Annually
Annually
Annually
None 6
Annually
Annually
Annually
Annually
Annually
Annually
Annually
Annually
Annually
Annually
Annually
Approved
Mineralization
Rate
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
WQ0000838 Version 4.0 Attachment A Page 2 of 4

ATTACHMENT A — APPROVED RESIDUAL SOURCES
Granville Farms, Inc.
Certification Date: June 27, 2023
Permit Number: WQ0000838 Version: 4.0
Monitoring
Maximum
Monitoring
Monitoring
Frequency for
Approved
Owner
Facility Name
County
Permit Number
Biological
Dry Tons
Frequency for Non-
Frequency for
Pathogen &
Mineralization
Residuals
per Year r
hazardous
Metals &
Vector
Rate
Characteristics z
Nutrients3,5
Attraction
Reductions a, 5
Carolina Water Service, Inc.
of North Carolina
Willowbrook WWTP
Wake
NCO064378
Yes
10
Not Required
Annually
Annually
0.3
Aqua North Carolina, Inc.
Neuse Colony WWTP
Johnston
NCO064564
Yes
250
Not Required
Annually
Annually
0.3
Town of Kenly
Kenly Regional WWTP
Johnston
NCO064891
Yes
318
Once Per Permit Cycle
Annually
Annually
0.3
Crosby Utilities, Inc.
Cotton WV�P ywood
Wake
NCO065706
Yes
15
Not Required
Annually
Annually
0.3
Aqua North Carolina, Inc.
Tradewinds WWTP
Wake
NCO065714
Yes
10
Not Required
Annually
Annually
0.3
Franklin County
Franklin County WWTP
Franklin
NCO069311
Yes
318
Once Per Permit Cycle
Annually
Annually
0.3
City of Rocky Mount
Tar River WTP
Nash
NCO072125 /
NC0464010-WT2
No
318
Not Required
Annually
None 6
--
City of Rocky Mount
Sunset Avenue WTP
Nash
NCO072133 /
NC0464010-WTI
No
318
Not Required
Annually
None 6
--
Clarke Utilities, Inc.
Whippoorwill Valley
Wake
NCO073318
Yes
15
Not Required
Annually
Annually
0.3
City of Raleigh
Little Creek RRF
Wake
NCO079316
Yes
150
Once Per Permit Cycle
Annually
Annually
0.3
City of Henderson
Kerr Lake Regional WTP
Vance
NCO083101 /
NCO291010-WT1
No
318
Once Per Permit Cycle
Annually
None 6
--
Town of Enfield
Enfield WTP
Halifax
NCO084034 /
NC0442025-WTI
No
50
Once Per Permit Cycle
Annually
None 6
--
Aqua North Carolina, Inc.
Governors Club WWTP
Chatham
WQ0000088
Yes
40
Not Required
Annually
Annually
0.3
Aqua North Carolina, Inc.
The Preserve at Jordan
Lake WWTP
Wake
WQ0018146
Yes
20
Not Required
Annually
Annually
0.3
Aqua North Carolina, Inc.
Colvard Farms
Orange
WQ0019569
Yes
10
Not Required
Annually
Annually
0.3
Aqua North Carolina, Inc.
Chapel Ridge WWTP
Chatham
WQ0022870
Yes
10
Once Per Permit Cycle
Annually
Annually
0.3
KRJ, Inc.
Rockbridge WWTP
Wake
WQ0024320
Yes
10
Not Required
Annually
Annually
0.3
Aqua North Carolina, Inc.
Legacy Jordan Lake
Chatham
WQ0024844
Yes
20
Not Required
Annually
Annually
0.3
Old North State Water
Company, LLC
Briar Chapel WWTP
Chatham
WQ0028552
Yes
100
Not Required
Annually
Annually
0.3
Aqua North Carolina, Inc.
Westfall WWTP
Chatham
WQ0028798
Yes
10
Not Required
Annually
Annually
0.3
Hasentree Owners
Hasentree Golf
Wake
WQ0033816
Yes
50
Not Required
Annually
Annually
0.3
Association, Inc.
Community
WQ0000838 Version 4.0
Attachment
A
Page 3 of 4

ATTACHMENT A — APPROVED RESIDUAL SOURCES
Granville Farms, Inc.
Certification Date: June 27, 2023
Permit Number: WQ0000838 Version: 4.0
Monitoring
Maximum
Monitoring
Monitoring
Frequency for
Approved
Biological
Owner Facility Name County Permit Number Dry Tons
Frequency for Non-
Frequency for
Pathogen &
Mineralization
Residuals per Year 1
hazardous
Metals &
Vector
Rate
z
Characteristics
Nutrients3,5
Attraction
Reductions a, 5
Consolidated Diesel Consolidated Diesel Nash WQ0040079 Yes 20
Once Per Permit Cycle
Annually
Annually
0.3
Total 12,132
1. Maximum Dry Tons per Year is the number of residuals approved for land application from each permitted facility.
2. Analyses to demonstrate that residuals are non -hazardous (i.e., TCLP, ignitability, reactivity, and coirosivity) as stipulated under permit Condition IV.2.
3. Testing of metals and nutrients as stipulated under permit Condition IV.3.
4. Analyses of the pathogen and vector attraction reductions as stipulated under permit Condition IVA.
5. Monitoring frequencies are based on the actual dry tons applied per year using the table below unless specified above.
Dry Tons Applied Monitoring Frequency
Dry Tons Applied (metric tons) (short tons per year) (40 CFR 503 and 15A NCAC 02T
.1111(c))
< 290 < 319 Once per year (Annually)
> 290 to < 1,500 > 319 to < 1,650 Once per quarter (4 x Year)
> 1,500 to < 15,000 > 1,650 to < 16,500 Once per 60 days (6 x Year)
> 15,000 > 16,500 Once per month (12 x Year)
6. Class A water treatment plant residuals are exempt from meeting the pathogen & vector attraction reduction requirements in Condition IVA, provided they are not mixed with residuals that have
been generated during the treatment of domestic wastewater, the treatment of animal processing wastewater, or the biological treatment of industrial wastewater. The Class A water treatment plant
residuals must be treated and processed in a manner as to not meet the definition of "Biological Residuals" as defined in 15A NCAC 02T .1102(6).
If no land application events occur during a required sampling period (e.g., no land application occurs during an entire year when annual monitoring is required), then no sampling data is
required during the period of inactivity. The annual report shall include an explanation for missing sampling data. Those required to submit the annual report to the United States
Environmental Protection Agency (US EPA) may be required to make up the missed sampling. Contact the US EPA for additional information.
WQ0000838 Version 4.0 Attachment A Page 4 of 4

LAND APPLICATION SITE CERTIFICATION
Applicant's name: &anville Farms. Inc.
Land application sites currently certified: 1,414.8 net acres and Total to be certified: 1,560.41 net acres.
I. LAND APPLICATION SITE INFORMATION (See Instruction B):
Status Site/Field Codes ID Landowner(s) Lessee(s) or Operator(s) Net Acres County Crop(s)
Predominant Soil
Series Nameb Mapping Unit
or Rep. Slope°
N KA-1
Michael Kelly Adkins
29.30
Halifax
Fescue
N KA-2
Pattie Epps Heirs
19.46
Halifax
Fescue
N SM-1
Samuel Mills
13.83
Halifax
Fescue
N EBLLC-1
E. Brantley, LLC
45.02
Nash
Fescue
N EBLLC-2
E. Brantley, LLC
20.39
Nash
Fescue
N EBLLC-3
E. Brantley, LLC
17.52
Nash
Fescue
N
J
N
'Status Code for land application sites are: ♦ N (New) ♦ R (Renewed)
♦ M (Modified)
♦ T (Transferred) ♦ D (Deleted)
b Soil Series Name (i.e. Appling, Cecil, etc.)
°Mapping Unit must be consistent with those used in the County Soil Survey (i.e. for a 2-8% slope
Cecil in
Anson County the mapping
unit is CeB2)
IL WATERBODY AND CLASSIFICATIONS INFORMATION (See Instruction
C):
Site/Field ID
Latitude Longitude Location Location Method Code Location Accuracy
Waterbody Subbasin and
Datum
Stream Index No.
KA-1
360 14' 44.3" 770 51' 25.9" NAD 83
GPS
Nearest Second
Little Fishing Creek / 28-79-25
KA-2
360 12' 53.4" 770 51' 11.4" NAD 83
GPS
Nearest Second
Little Fishing Creek / 28-79-25
SM-1
360 14' 45.5" 770 51' 57.7" NAD 83
GPS
Nearest Second
Little Fishing Creek / 28-79-25
EBLLC-1
350 56' 58.7" 780 07' 26.Q" NAD 83
GPS
Nearest Second
Tar River / 28-(24.7)
EBLLC-2
, 50 57' 12.8" 780 07' 9.8" NAD 83
GPS
Nearest Second
Tar River / 28-(24.7)
EBLLC no N' 19.9" 780 06' =" NAD 83 ADD Nearest Second
Note: Please keep the site information (I.) and waterbody information (IL) of the same field on the same page.
Tar River / 28-(24.7)
1
Ed 1
Current and Proposed
Class
C NSW
C NSW
C NSW
C NSW
C NSW
C NSW
WS-V
WS-V
NSW
NSW
WS-V
WS-V
NSW
NSW
WS-V
WS-V
NSW
NSW
FORM: LASC 06-16 Page 1

\ / N
W E
S
Legend
— Road
iRiver/Stream
Field Boundary
County Boundary
❑ Municipal Boundary
❑ Water Supply Watershed
I �
Scale: 1 inch = 1 mile
Drawn by: DM
Reviewed by:
Date: October 2024
EBLLC
FIELDS 1-3
EVAO a
r
LOCATION MAP
SOIL PLUS Granville Farms RLAP (WQ0000838)
Spring Hope, North Carolina
Soil Plus Project # 200705
f
r
Figure
1

SENDER: COMPLETE. SECTION
■ Complete items 1, 2, and 3.
■ Print your name and address on the reverse
so that we can return the card -to you.
■ Attach this card to the back of the mailpiece,
or on the front if space permits.
1. Article Addressed to: r
A-�A r% lzo>a5. ` -r)oJi S
L-� �.i�i }.iCZSlitt��or, $�uYl-, ��✓i�'�J7�,
II I �IIIII IIII ICI I II"II II it II I I IIII I I I I IIII III
9590 9402 8946 4064 7969 06
2. Article Number (Transfer from
A. S' ature WjW �,/
Lei �4gent
X XM)K A4 CJ Addre
B rued by (Prin ) C. DE4e of eli
D. IF& —livery addresA di ere tc om item 1? -W.ye;
If YES, enter dellvW address below: n0 No
3. Service Type
i
❑ Priority Mail Express®
❑ Adult Signature
❑ Registered Mail"'
❑ Adult Signature Restricted Delivery
❑ Registered Mali Restricted
9LCertified Malla
Delivery
❑ Certified Mail Restricted Delivery
❑ Signature ConfirmationTm
❑ Collect on Delivery
E3 Collect on Delivery Restricted Deliver
U.S. Postal
❑ Insured Mail
❑ insured Mail Restricted Delivery
CERTIFIED MAIL@RECEIPT
(over $500)
Ln
PS Form 3811, July 2020 PSN `7530-02-000-9053 ■
_
M
� •ara ,.
Certified Mail Feb 4 c c
0106
ru 14 fit G5
rR Extra Services & Fees (check box, edd re epdate)
rU .Return Receipt (hardcopy) $ _
❑ Return Receipt (electronic) $I_t,!-tf! Postmark
d ❑ Certified Mall Restricted Delivery $
f"' ❑Adult Signature Required $! I �i..l Here
fU ❑ Adult Signature Restricted Delivery$
Ln postage
O $
[r-1 btage and Fees 10/15I2024
0 $ Y
Sent To
o,n M _ ,
cCI treetandApt, No., orPZ5"Box o.----�--
`n (2� ��5+ WaS�t",,,5bn S �`l Z
p- City, te.--iP+4�------------- ---'
USPS TRACKING a k j i t l t -
• :,r r rr rrr.r
Postage & Fees Paid
USPS
5 L Permit No. G-10
9590 9402 8946 4064 7969 06
United States • Sender: Please print your name, address, and ZIPW in this box•
Postal Service
s c t 1
Owgor-et, PC
I;IifWill iJillly;I3�liltt�S[''liii}l�ll'1'1'llllililil�i�tlilff}

State of North Carolina
DWR
Department of Environmental Quality
Division of Water Resources
Division of Water Resources 15A NCAC 02T .1100 —LAND OWNER AGREEMENT
FORM: LOA 06-16
Please use the following instructions as a checklist in order to ensure all required items are submitted. Adherence to these
instructions and checking the provided boxes will help produce a quicker review time and reduce the amount of additional
information requested. Failure to submit all of the required items will lead to additional processing and review time for the
permit application. Unless otherwise noted. the Annlicant shall submit one original and two conies of the application and
sunnortin2 documentation
For more information, visit the Water Quality Permitting Section's Non-Discharee Permittinty Unit.
General — This document is an agreement between the Applicant and land owner(s) of residuals receiving sites for land application of
Class B residuals (may include water treatment plant or other type residuals) in accordance with 15A NCAC 02T .1100. Do not submit
this agreement for review without a corresponding application form (FORM: RLAP 06-16).
Unless otherwise noted, the Applicant shall submit one original and two copies of the application and supporting documentation listed
below.
A. Land Owner Agreement (FORM: LOA 06-16):
❑ Submit the completed and appropriately executed Land Application Site Certification (FORM: LASC 06-16) form. Please do
not make any unauthorized content changes to this form. If necessary for clarity or due to space restrictions, attachments to
the application may be made, as long as the attachments are numbered to correspond to the section and item to which they
refer.
❑ Prepare a separate agreement for each set of land application sites that are owned or operated by an entity other than the
Applicant.
❑ A copy of the completed and appropriately executed agreement must be provided to the landowner and the lessee/operator.
AGREEMENT FOR THE LAND APPLICATION OF RESIDUALS TO PRIVATELY OWNED LAND
The undersigned landowner or his representative hereby permits:
Applicant's name: Granville Farms, Inc.
hereinafter referred to as
application site(s) (i.e., see
Agreement:
Site/Field ID
the Permittee, to land apply residuals from the following facility(ies) onto the following land
attached setback maps) in accordance with the stipulations and restrictions as given in this
Lease Land Use or
(yes/no) Cropping Patterns
EBLLC Fields 1-3 No Fescue Hay
Intended Use of Crops
Animal Consumption
Residuals Source
(optional)
See Attachment A
Special note
(no-till/over-seed/
pasture)
The landowner or his representative receives, in consideration, full use of the nutrient value of the applied residuals while the
Permittee receives, in consideration, the use of the land application site(s) described above for the disposal of the residuals.
This Agreement shall remain in effect for the length of the Division's permit for the residuals land application program and
shall be renewed each time this permit is renewed.
The undersigned landowner or his representative and the Permittee agree to abide with the following restrictions and
stipulations until such time as written notification, given 30 calendar days in advance, modifies or cancels this Agreement.
FORM: LOA 06-16 Page 1 of 3

L STIPULATIONS:
1. The landowner or his representative shall not enter into any additional residuals application contracts or agreements with another permitted
entity for the site(s) specified by this Agreement.
2. Should the landowner or his representative lease or otherwise permit the use of the land application site(s) to a third party, the landowner shall
be responsible to ensure that the third party agrees and complies with the terms and conditions of this Agreement.
3. The landowner or his representative shall adhere to the provisions of this Agreement until all of the site restrictions (under Section II) are met.
4. Notification of cancellation of this Agreement shall be immediately forwarded to NCDENR-DWR, Non -Discharge Permitting Unit, 1617 Mail
Service Center, Raleigh, NC 27699-1617.
5. The Permittee must request and obtain a permit modification from the Division prior to a transfer of the land application site(s) to a new
landowner. In addition, the current landowner shall give a notice to the new landowner that gives full details of the residuals applied at the land
application site(s).
6. The Permittee has provided the landowner or his representative with information and data concerning the residuals land application program,
including an analysis of constituents of the residuals, residuals application methods, schedules for typical cropping patterns, a description of the
equipment used by the Permittee.
7. The Permittee will provide the landowner or his representative with a copy of the residuals permit prior to commencement of any residuals land
application event and a copy of the results of each soil analysis.
8. If the soil pH of the land application site(s) is not maintained at 6.0 or greater, sufficient amounts of lime shall be applied to achieve a final soil
pH of at least 6.0, unless an agronomist provides information indicating that the pH of the soil, residuals and lime mixture is suitable for the
specified crop.
9. The landowner or his representative and the Permittee will agree on residuals application rates and schedules based on crop patterns, results of
soil samples, and the permitted application limits.
10. The landowner or his representative will provide the Permittee with information regarding the amount and analysis of other sources of nutrients
(e.g., fertilizer, unregulated animal waste, etc.) that have been applied to the land application site(s).
11. The landowner or his representative will inform the Permittee of any revisions or modifications to the intended use and cropping patterns for
the land application site(s) prior to each planting season to enable the Permittee to amend this Agreement and schedule residuals land application
events at appropriate periods.
12. Specific residuals land application area boundaries shall be clearly marked on the land application site(s) by the Permittee, the landowner, or
his representative prior to and during a residuals land application event.
13. The landowner or his representative hereby authorizes the Permittee, local officials, and State officials or their representatives to; enter and
inspect any property, premises, or place on or related to the land application site(s) at any reasonable time for the purpose of determining
compliance with the permit; establish monitoring facilities on or near the land application site(s) as required by the permit; copy any records
that must be kept under the terms and conditions of the permit; take necessary leachate, surface water, groundwater, or soil samples during the
term of, and 12 months after termination of, this Agreement.
H. RESTRICTIONS:
1. Appropriate measures must be taken by the Permittee and/or the landowner or his representative to control public access to the land application
site(s) during active use and for the 12-month period following a residuals land application event. Such controls may include the posting of
signs that indicate the activities being conducted at the land application site(s).
2. Animals shall not be grazed on the land application site(s) for a 30-day period following a residuals land application event. Land application
sites that are to be used for grazing shall have fencing that will be used to prevent access during these periods after such residuals land application
events.
3. Food crops, feed crops, and fiber crops shall not be harvested for a 30-day period following a residuals land application event.
4. Food crops with harvested parts that touch the residuals/soil mixture and are totally above the land surface shall not be harvested for a 14-month
period following a residuals land application event.
5. Food crops with harvested parts below the surface of the land shall not be harvested for a 20-month period following a residuals land application
event when the residuals remain on the land surface for four months or longer prior to incorporation into the soil.
6. Food crops with harvested parts below the surface of the land shall not be harvested for a 38-month period following a residuals land application
event when the residuals remain on the land surface for less than four months prior to incorporation into the soil.
7. Turf grown on land where residuals are applied shall not be harvested for a 12-month period following a residuals land application event.
HLALTERNATIVES FOR WATER SUPPLY WELLS INSIDE THE COMPLIANCE BOUNDARY: (please check one)
15A NCAC 02L .0107(d) prohibits water supply wells within the compliance boundary. However, 15A NCAC 02T .0105(h) allows the compliance
boundary to be placed closer to the waste disposal area, such that the water supply well is situated outside of the compliance boundary provided
the groundwater standards can be met at the newly -established compliance boundary. Please mark one of the following;
® A re -defined compliance boundary is needed for field(s) ID: EBLLC Field 1
(Please include the rationale for the requested re -location of the compliance boundary and attach a map showing the newly proposed compliance
boundary to the application package)
❑ A re -defined compliance boundary is not needed for this site.
IV. ACKNOWLEDGEMENT OF FIELD TRANSFER: (if needed)
❑ The land application field(s) ID: . is currently permitted under another
residuals land application program; Permit Number WQ: The land owner hereby acknowledge that by signing this
agreement, he/she is requesting that the field(s) be removed from the previously permitted residuals land application program and transferred
into the new program:
(Name of the new program)
FORM: LOA 06-16 Page 2 of 3

Landowner's Cerdtication:
I certify that I am a deeded landowner of the above -referenced land application site(s) and am authorized to make decisions
regarding the use of the land application site(s) on behalf of other deeded landowners QR that I am otherwise authorized, through
a power of attorney or other legal delegation, to make decisions regarding the use of the land application site(s) on behalf of the
deeded landowners. I certify that the above -referenced land application site(s) are not included in any waste disposal contract or
agreement with another municipality, contractor, or other permitted entity. Furthermore, I certify that I have read this Agreement,
understand the stipulations, restrictions, alternatives for water supply wells inside the compliance boundary, acknowledgement of
field transfer, and do hereby grant permission to the Pcrmittee to land apply residuals to the land application site(s) as specified
herein.
Landowner name: E Brantley LLC
Address: PO Box 1089
city. Spring Hope State: NC Zip. 27882
Phone: E-mail address:_
Signature: dY, .�ti t!E'� ��� 1�i�i �.. /v kte: �-Y
NORTH CAROLINA, Grn-vt v i �' C COUNTY t
1, the undersigned Notary Public do hereby certify that EC(w r' Yl 'H 3 r a n t_ y 1 r
personally appeared before me this day and acknowledged the due execution of the forgoing instrument.
WITNESS my hand and official seal this the l k &k
day of Sv n e
Signature and seal: `,04M G�
My commission expires: O 1/ — O �O S'
Lessee's/Operator's Cerdfieadon:
,20D_Y
j0YGE BQRRArr
NOTARY PUBLIC
GRANVILLE COUN r Y, N.L.
I certify that 1 have read this Agreement and do hereby agree to abide by the stipulations and restrictions as specified herein.
Lessee/operator name:
Address:
City:
Phone:
Signature:
Permittee's Cerdfleadon:
State: Zip:
E-mail address:
Date:
I certify that I have read this Agreement and do hereby agree to abide by the stipulations and restrictions as specified herein.
Signing official ame: I, nn i
Signature: a.,+ /� ///;.i� Date:
� / y
FORM: LOA 06-16 Page 3 of 3

State of North Carolina
DWR
Department of Environmental Quality
Division of Water Resources
Division of Water Resources 15A NCAC 02T .1100 —LAND OWNER AGREEMENT
FORM: LOA 06-16
Please use the following instructions as a checklist in order to ensure all required items are submitted. Adherence to these
instructions and checking the provided boxes will help produce a quicker review time and reduce the amount of additional
information requested. Failure to submit all of the required items will lead to additional processing and review time for the
permit application. Unless otherwise noted. the Annlicant shall submit one original and two conies of the application and
sunnortin2 documentation
For more information, visit the Water Quality Permitting Section's Non-Discharee Permittinty Unit.
General — This document is an agreement between the Applicant and land owner(s) of residuals receiving sites for land application of
Class B residuals (may include water treatment plant or other type residuals) in accordance with 15A NCAC 02T .1100. Do not submit
this agreement for review without a corresponding application form (FORM: RLAP 06-16).
Unless otherwise noted, the Applicant shall submit one original and two copies of the application and supporting documentation listed
below.
A. Land Owner Agreement (FORM: LOA 06-16):
❑ Submit the completed and appropriately executed Land Application Site Certification (FORM: LASC 06-16) form. Please do
not make any unauthorized content changes to this form. If necessary for clarity or due to space restrictions, attachments to
the application may be made, as long as the attachments are numbered to correspond to the section and item to which they
refer.
❑ Prepare a separate agreement for each set of land application sites that are owned or operated by an entity other than the
Applicant.
❑ A copy of the completed and appropriately executed agreement must be provided to the landowner and the lessee/operator.
AGREEMENT FOR THE LAND APPLICATION OF RESIDUALS TO PRIVATELY OWNED LAND
The undersigned landowner or his representative hereby permits:
Applicant's name: Granville Farms, Inc.
hereinafter referred to as the Permittee, to land apply residuals from the following facility(ies) onto the following land
application site(s) (i.e., see attached setback maps) in accordance with the stipulations and restrictions as given in this
Agreement:
Site/Field ID Lease Land Use or
(yes/no) Cropping Patterns
EBLLC Field 2 No Fescue Hay
Residuals Source Special note
Intended Use of Crops (optional) (no-till/over-seed/
pasture)
Animal Consumption See Attachment A
The landowner or his representative receives, in consideration, full use of the nutrient value of the applied residuals while the
Permittee receives, in consideration, the use of the land application site(s) described above for the disposal of the residuals.
This Agreement shall remain in effect for the length of the Division's permit for the residuals land application program and
shall be renewed each time this permit is renewed.
The undersigned landowner or his representative and the Permittee agree to abide with the following restrictions and
stipulations until such time as written notification, given 30 calendar days in advance, modifies or cancels this Agreement.
FORM: LOA 06-16 Page 1 of 3

L STIPULATIONS:
1. The landowner or his representative shall not enter into any additional residuals application contracts or agreements with another permitted
entity for the site(s) specified by this Agreement.
2. Should the landowner or his representative lease or otherwise permit the use of the land application site(s) to a third party, the landowner shall
be responsible to ensure that the third party agrees and complies with the terms and conditions of this Agreement.
3. The landowner or his representative shall adhere to the provisions of this Agreement until all of the site restrictions (under Section II) are met.
4. Notification of cancellation of this Agreement shall be immediately forwarded to NCDENR-DWR, Non -Discharge Permitting Unit, 1617 Mail
Service Center, Raleigh, NC 27699-1617.
5. The Permittee must request and obtain a permit modification from the Division prior to a transfer of the land application site(s) to a new
landowner. In addition, the current landowner shall give a notice to the new landowner that gives full details of the residuals applied at the land
application site(s).
6. The Permittee has provided the landowner or his representative with information and data concerning the residuals land application program,
including an analysis of constituents of the residuals, residuals application methods, schedules for typical cropping patterns, a description of the
equipment used by the Permittee.
7. The Permittee will provide the landowner or his representative with a copy of the residuals permit prior to commencement of any residuals land
application event and a copy of the results of each soil analysis.
8. If the soil pH of the land application site(s) is not maintained at 6.0 or greater, sufficient amounts of lime shall be applied to achieve a final soil
pH of at least 6.0, unless an agronomist provides information indicating that the pH of the soil, residuals and lime mixture is suitable for the
specified crop.
9. The landowner or his representative and the Permittee will agree on residuals application rates and schedules based on crop patterns, results of
soil samples, and the permitted application limits.
10. The landowner or his representative will provide the Permittee with information regarding the amount and analysis of other sources of nutrients
(e.g., fertilizer, unregulated animal waste, etc.) that have been applied to the land application site(s).
11. The landowner or his representative will inform the Permittee of any revisions or modifications to the intended use and cropping patterns for
the land application site(s) prior to each planting season to enable the Permittee to amend this Agreement and schedule residuals land application
events at appropriate periods.
12. Specific residuals land application area boundaries shall be clearly marked on the land application site(s) by the Permittee, the landowner, or
his representative prior to and during a residuals land application event.
13. The landowner or his representative hereby authorizes the Permittee, local officials, and State officials or their representatives to; enter and
inspect any property, premises, or place on or related to the land application site(s) at any reasonable time for the purpose of determining
compliance with the permit; establish monitoring facilities on or near the land application site(s) as required by the permit; copy any records
that must be kept under the terms and conditions of the permit; take necessary leachate, surface water, groundwater, or soil samples during the
term of, and 12 months after termination of, this Agreement.
H. RESTRICTIONS:
1. Appropriate measures must be taken by the Permittee and/or the landowner or his representative to control public access to the land application
site(s) during active use and for the 12-month period following a residuals land application event. Such controls may include the posting of
signs that indicate the activities being conducted at the land application site(s).
2. Animals shall not be grazed on the land application site(s) for a 30-day period following a residuals land application event. Land application
sites that are to be used for grazing shall have fencing that will be used to prevent access during these periods after such residuals land application
events.
3. Food crops, feed crops, and fiber crops shall not be harvested for a 30-day period following a residuals land application event.
4. Food crops with harvested parts that touch the residuals/soil mixture and are totally above the land surface shall not be harvested for a 14-month
period following a residuals land application event.
5. Food crops with harvested parts below the surface of the land shall not be harvested for a 20-month period following a residuals land application
event when the residuals remain on the land surface for four months or longer prior to incorporation into the soil.
6. Food crops with harvested parts below the surface of the land shall not be harvested for a 38-month period following a residuals land application
event when the residuals remain on the land surface for less than four months prior to incorporation into the soil.
7. Turf grown on land where residuals are applied shall not be harvested for a 12-month period following a residuals land application event.
HLALTERNATIVES FOR WATER SUPPLY WELLS INSIDE THE COMPLIANCE BOUNDARY: (please check one)
15A NCAC 02L .0107(d) prohibits water supply wells within the compliance boundary. However, 15A NCAC 02T .0105(h) allows the compliance
boundary to be placed closer to the waste disposal area, such that the water supply well is situated outside of the compliance boundary provided
the groundwater standards can be met at the newly -established compliance boundary. Please mark one of the following;
❑ A re -defined compliance boundary is needed for field(s) ID:
(Please include the rationale for the requested re -location of the compliance boundary and attach a map showing the newly proposed compliance
boundary to the application package)
® A re -defined compliance boundary is not needed for this site.
IV. ACKNOWLEDGEMENT OF FIELD TRANSFER: (if needed)
❑ The land application field(s) ID: . is currently permitted under another
residuals land application program; Permit Number WQ: The land owner hereby acknowledge that by signing this
agreement, he/she is requesting that the field(s) be removed from the previously permitted residuals land application program and transferred
into the new program:
(Name of the new program)
FORM: LOA 06-16 Page 2 of 3

Landowner's Certification:
I certify that I am a deeded landowner of the above -referenced land application site(s) and am authorized to make decisions
regarding the use of the land application site(s) on behalf of other deeded landowners OR that I am otherwise authorized, through
a power of attorney or other legal delegation, to make decisions regarding the use of the land application site(s) on behalf of the
deeded landowners. I certify that the above -referenced land application site(s) are not included in any waste disposal contract or
agreement with another municipality, contractor, or other permitted entity. Furthermore, I certify that I have read this Agreement,
understand the stipulations, restrictions, alternatives for water supply wells inside the compliance boundary, acknowledgement of
field transfer, and do hereby grant permission to the Permittce to land apply residuals to the land application sites) as specified
herein.
Landowner name: Edwin H. Brantley Jr.
Address: PO Box 1089
city: Spring Hope State: NC Zip: 27882
Phone: E-mail address:
.
signature: ��Ctt .^ H� /WL �1 I L� Date:
NORTH CAROLINA, G r at n v i' I l e COUNTY
I, the undersigned Notary Public do hereby certify that Ed W I h H Q ra hfl e t/ J f
personally appeared before me this day and acknowledged the due execution of the forgoing instrument.
WITNESS my hand and official seal this the
day of 3U n c, , 20,2 V
Signature and seal: c t—
'If I.1UYL t t$AHHt I I
My commission expires: O y a 0 1� 5_� NOTARY RUM) Ii
GRANVILLE COUNTY, N.C.
Lessee's/Operator's Certification:
I certify that I have read this Agreement and do hereby agree to abide by the stipulations and restrictions as specified herein.
Lessee/operator name:
Address:
City:
Phone:
Signature:
Permittee's Certification:
State: Zip:
E-mail address:
Date:
I certify that I have read this Agreement and do hereby agree to abide by the stipulations and restrictions as specified herein.
Signing officia name: 11 r U 12 A M i 7 vl
Signature: Date:
FORM: LOA 06-16 Page 3 of 3

State of North Carolina
DWR
Department of Environmental Quality
Division of Water Resources
Division of Water Resources 15A NCAC 02T .1100 —LAND OWNER AGREEMENT
FORM: LOA 06-16
Please use the following instructions as a checklist in order to ensure all required items are submitted. Adherence to these
instructions and checking the provided boxes will help produce a quicker review time and reduce the amount of additional
information requested. Failure to submit all of the required items will lead to additional processing and review time for the
permit application. Unless otherwise noted. the Annlicant shall submit one original and two conies of the application and
sunnortin2 documentation
For more information, visit the Water Quality Permitting Section's Non-Discharee Permittinty Unit.
General — This document is an agreement between the Applicant and land owner(s) of residuals receiving sites for land application of
Class B residuals (may include water treatment plant or other type residuals) in accordance with 15A NCAC 02T .1100. Do not submit
this agreement for review without a corresponding application form (FORM: RLAP 06-16).
Unless otherwise noted, the Applicant shall submit one original and two copies of the application and supporting documentation listed
below.
A. Land Owner Agreement (FORM: LOA 06-16):
❑ Submit the completed and appropriately executed Land Application Site Certification (FORM: LASC 06-16) form. Please do
not make any unauthorized content changes to this form. If necessary for clarity or due to space restrictions, attachments to
the application may be made, as long as the attachments are numbered to correspond to the section and item to which they
refer.
❑ Prepare a separate agreement for each set of land application sites that are owned or operated by an entity other than the
Applicant.
❑ A copy of the completed and appropriately executed agreement must be provided to the landowner and the lessee/operator.
AGREEMENT FOR THE LAND APPLICATION OF RESIDUALS TO PRIVATELY OWNED LAND
The undersigned landowner or his representative hereby permits:
Applicant's name: Granville Farms, Inc.
hereinafter referred to as
application site(s) (i.e., see
Agreement:
Site/Field ID
EBLLC Field 2
the Permittee, to land apply residuals from the following facility(ies) onto the following land
attached setback maps) in accordance with the stipulations and restrictions as given in this
Lease Land Use or
(yes/no) Cropping Patterns
NO Fescue Hay
Intended Use of Crops
Animal Consumption
Residuals Source
(optional)
See Attachment A
Special note
(no-till/over-seed/
pasture)
The landowner or his representative receives, in consideration, full use of the nutrient value of the applied residuals while the
Permittee receives, in consideration, the use of the land application site(s) described above for the disposal of the residuals.
This Agreement shall remain in effect for the length of the Division's permit for the residuals land application program and
shall be renewed each time this permit is renewed.
The undersigned landowner or his representative and the Permittee agree to abide with the following restrictions and
stipulations until such time as written notification, given 30 calendar days in advance, modifies or cancels this Agreement.
FORM: LOA 06-16 Page 1 of 3

L STIPULATIONS:
1. The landowner or his representative shall not enter into any additional residuals application contracts or agreements with another permitted
entity for the site(s) specified by this Agreement.
2. Should the landowner or his representative lease or otherwise permit the use of the land application site(s) to a third party, the landowner shall
be responsible to ensure that the third party agrees and complies with the terms and conditions of this Agreement.
3. The landowner or his representative shall adhere to the provisions of this Agreement until all of the site restrictions (under Section II) are met.
4. Notification of cancellation of this Agreement shall be immediately forwarded to NCDENR-DWR, Non -Discharge Permitting Unit, 1617 Mail
Service Center, Raleigh, NC 27699-1617.
5. The Permittee must request and obtain a permit modification from the Division prior to a transfer of the land application site(s) to a new
landowner. In addition, the current landowner shall give a notice to the new landowner that gives full details of the residuals applied at the land
application site(s).
6. The Permittee has provided the landowner or his representative with information and data concerning the residuals land application program,
including an analysis of constituents of the residuals, residuals application methods, schedules for typical cropping patterns, a description of the
equipment used by the Permittee.
7. The Permittee will provide the landowner or his representative with a copy of the residuals permit prior to commencement of any residuals land
application event and a copy of the results of each soil analysis.
8. If the soil pH of the land application site(s) is not maintained at 6.0 or greater, sufficient amounts of lime shall be applied to achieve a final soil
pH of at least 6.0, unless an agronomist provides information indicating that the pH of the soil, residuals and lime mixture is suitable for the
specified crop.
9. The landowner or his representative and the Permittee will agree on residuals application rates and schedules based on crop patterns, results of
soil samples, and the permitted application limits.
10. The landowner or his representative will provide the Permittee with information regarding the amount and analysis of other sources of nutrients
(e.g., fertilizer, unregulated animal waste, etc.) that have been applied to the land application site(s).
11. The landowner or his representative will inform the Permittee of any revisions or modifications to the intended use and cropping patterns for
the land application site(s) prior to each planting season to enable the Permittee to amend this Agreement and schedule residuals land application
events at appropriate periods.
12. Specific residuals land application area boundaries shall be clearly marked on the land application site(s) by the Permittee, the landowner, or
his representative prior to and during a residuals land application event.
13. The landowner or his representative hereby authorizes the Permittee, local officials, and State officials or their representatives to; enter and
inspect any property, premises, or place on or related to the land application site(s) at any reasonable time for the purpose of determining
compliance with the permit; establish monitoring facilities on or near the land application site(s) as required by the permit; copy any records
that must be kept under the terms and conditions of the permit; take necessary leachate, surface water, groundwater, or soil samples during the
term of, and 12 months after termination of, this Agreement.
H. RESTRICTIONS:
1. Appropriate measures must be taken by the Permittee and/or the landowner or his representative to control public access to the land application
site(s) during active use and for the 12-month period following a residuals land application event. Such controls may include the posting of
signs that indicate the activities being conducted at the land application site(s).
2. Animals shall not be grazed on the land application site(s) for a 30-day period following a residuals land application event. Land application
sites that are to be used for grazing shall have fencing that will be used to prevent access during these periods after such residuals land application
events.
3. Food crops, feed crops, and fiber crops shall not be harvested for a 30-day period following a residuals land application event.
4. Food crops with harvested parts that touch the residuals/soil mixture and are totally above the land surface shall not be harvested for a 14-month
period following a residuals land application event.
5. Food crops with harvested parts below the surface of the land shall not be harvested for a 20-month period following a residuals land application
event when the residuals remain on the land surface for four months or longer prior to incorporation into the soil.
6. Food crops with harvested parts below the surface of the land shall not be harvested for a 38-month period following a residuals land application
event when the residuals remain on the land surface for less than four months prior to incorporation into the soil.
7. Turf grown on land where residuals are applied shall not be harvested for a 12-month period following a residuals land application event.
HLALTERNATIVES FOR WATER SUPPLY WELLS INSIDE THE COMPLIANCE BOUNDARY: (please check one)
15A NCAC 02L .0107(d) prohibits water supply wells within the compliance boundary. However, 15A NCAC 02T .0105(h) allows the compliance
boundary to be placed closer to the waste disposal area, such that the water supply well is situated outside of the compliance boundary provided
the groundwater standards can be met at the newly -established compliance boundary. Please mark one of the following;
❑ A re -defined compliance boundary is needed for field(s) ID:
(Please include the rationale for the requested re -location of the compliance boundary and attach a map showing the newly proposed compliance
boundary to the application package)
® A re -defined compliance boundary is not needed for this site.
IV. ACKNOWLEDGEMENT OF FIELD TRANSFER: (if needed)
❑ The land application field(s) ID: . is currently permitted under another
residuals land application program; Permit Number WQ: The land owner hereby acknowledge that by signing this
agreement, he/she is requesting that the field(s) be removed from the previously permitted residuals land application program and transferred
into the new program:
(Name of the new program)
FORM: LOA 06-16 Page 2 of 3

Landowner's Certification:
I certify that I am a deeded landowner of the above -referenced land application site(s) and am authorized to make decisions
regarding the use of the land application site(s) on behalf of other deeded landowners OR that I am otherwise authorized, through
a power of attorney or other legal delegation, to make decisions regarding the use of the land application site(s) on behalf of the
deeded landowners. I certify that the above -referenced land application site(s) are not included in any waste disposal contract or
agreement with another municipality, contractor, or other permitted entity. Furthermore, I certify that I have read this Agreement,
understand the stipulations, restrictions, alternatives for water supply wells inside the compliance boundary, acknowledgement of
field transfer, and do hereby grant permission to the Permittee to land apply residuals to the land application site(s) as specified
herein.
Landownername: Richard Jeffreys Brantley
Address: PO Box 1420
City: Spring Hope
State: NC
Phone: E-mail addr s:r
Signature: /r C 7tC 4 ( `,I°�� i�(� ,/
J�
NORTH CAROLINA,, Gi'aAV i i COUNTY
zip: 27882
Date: 6 ` i
I, the undersigned Notary Public do hereby certify that R ►' t✓n a rGi J e T'f re ys 13ranf /ey
personally appeared before me this day and acknowledged the due execution of the forgoing instrument.
WITNESS my hand and official seal this the / S' &/
day of U rt r
Signature and seal: �-//� ,6,4,C'e- N
My commission expire 0 V --0 .20,�
Lessee's/Operator's Certification:
,20,1Y
JUYCE BARRETT
NOTARY
GRANVILLE COUNTY, N.C.
I certify that I have read this Agreement and do hereby agree to abide by the stipulations and restrictions as specified herein.
Lessee/operator name:
Address:
City:
Phone:
Signature:
Permittee's Certification:
State:
E-mail address:
Date:
Zip:
I certify that 1 have read this Agreement and do hereby agree to abide by the stipulations and restrictions as specified herein.
Signing offic' Warne: F t-V 2h cS'm g <
Signature: CG^-L [�C- Date:
FORM: LOA 06-16 Page 3 of 3

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rJL+},{. +2Rr l�iF:.YN' x �4 � i5e rt .Yt1, :p � a; S•' „s .i ._
.�:.:..,x
Legend
t
A Structure
Well
'}
► Ditch
A
► Stream
Application Area
® Buffer
The Compliance Boundary is established either 250
❑ Field Boundary
feet from the residuals application area or 50 feet
EHouse
within the property boundary, whichever is closest to
❑ On Site House
the application area. The Review Boundary is
Pond
established midway between the Compliance
❑ Property Boundary
Boundary and the perimeter of the residuals 400 200 0
400
application area.
Feet
Scale: 1 inch = 400 feet
EBLLC FIELD 1 BUFFER MAP
Figure
Drawn by: DM
SOIL PLUS GFI Land Application Permit (WQ0000838)
Reviewed by:
Spring Hope, North Carolina
Date: June 2024
Soil Plus Project # 200705
F

9
i
Legend
A Structure
7A
40 Well
Ditch
Stream
Application Area
® Buffer The Compliance Boundary is established either 250 1
Field Boundary feet from the residuals application area or 50 feet
House within the property boundary, whichever is closest to
❑ On Site House the application area. The Review Boundary is
established midway between the Compliance
Pond Boundary and the perimeter of the residuals 400 200 0 400
L Soil Boundary application area.
Feet
Scale: 1 inch = 400 feet PLUS
EBLLC FIELD 1 SOIL MAP Figure
Drawn by: DM SOIL PL lJ S GFI Land Application Permit (WQ0000838)
Reviewed by: Spring Hope, North Carolina
Date: June 2024 Soil Plus Project # 200705

N
FIELD NET AC.
w E 2 20.39
S
{
y
/
r
J
a
®I a
r
Legend
A Structure
• Well
► Ditch
► Stream
Application Area
® Buffer
❑ Field Boundary
E House
❑ On Site House
❑ Pond
❑ Property Boundary
Scale: 1 inch = 400 feet
Drawn by: DM
Reviewed by:
Date: June 2024
w:
s
The Compliance Boundary is established either 250
feet from the residuals application area or 50 feet
within the property boundary, whichever is closest to
the application area. The Review Boundary is
established midway between the Compliance
Boundary and the perimeter of the residuals 400 200 0 400
application area.
Feet
EBLLC FIELD 2 BUFFER MAP Figure
SOIL PLUS GFI Land Application Permit (WQ0000838)
Spring Hope, North Carolina
Soil Plus Project # 200705

N
FIELD NET AC.
w E 2 20.39
S _
r.--
"M
^�
is T
d
Legend
A Structure
LE U
40 Well
Ditch
Nr6 GeC
Stream
Application Area
® Buffer
The Compliance Boundary is established either 250
Field Boundary
feet from the residuals application area or 50 feet
House
within the property boundary, whichever is closest to
❑ On Site House
the application area. The Review Boundary is NCB
established midway between the Compliance
Pond
Boundary and the perimeter of the residuals 400 200 0 400
L Soil Boundary
B application area.
Feet
Scale: 1 inch = 400 feet EBLLC FIELD 2 SOIL MAP Figure
Drawn by: DM
PLUS
SOIL PL lJ S GFI Land Application Permit (WQ0000838)
Reviewed by:
Spring Hope, North Carolina
Date: June 2024
Soil Plus Project # 200705

I�FE+LD a2
Legend
t
A Structure
•
• Well
_
Ditch
Stream
Application Area
® Buffer
The Compliance Boundary is established either 250
Field Boundary
feet from the residuals application area or 50 feet
House
within the property boundary, whichever is closest to
❑ On Site House
the application area. The Review Boundary is
established midway between the Compliance
Pond
Boundary and the perimeter of the residuals 400 200 0
400
L Property Boundary
application area.
Feet
Scale: 1 inch = 400 feet
EBLLC FIELD 3 BUFFER MAP
Figure
Drawn by: DM
SOIL PL lJ S GFI Land Application Permit (WQ0000838)
PLUS
Reviewed by:
Spring Hope, North Carolina
Date: June 2024
Soil Plus Project # 200705

N FIELD NET AC. t,
w E 3 17.52
S i
/ \ orES®
1 � 'MMD �3 'j
A�
Legend
x
A Structure
Q!
N
40 Well
Ditch
-
Ge
Stream
Application Area
® Buffer
The Compliance Boundary is established either 250
Field Boundary
feet from the residuals application area or 50 feet
House
within the property boundary, whichever is closest to GhB
r
❑ On Site House
the application area. The Review Boundary is
Pond
established midway between the Compliance
Soil Boundary
Boundaryd the perimeter of the residuals
ane P 400 200 0 400
application area.
Feet
Scale: 1 inch = 400 feet
EBLLC FIELD 3 SOIL MAP Figure
Drawn by: DM
PLUS
SOIL PL lJ S GFI Land Application Permit (WQ0000838)
Reviewed by:
Spring Hope, North Carolina
Date: June 2024
Soil Plus Project # 200705

willcox&mate
SO I L SOL U T I ON S
October 23, 2024
Granville Farms, Inc.
P.O. Box 1396
Oxford, North Carolina 27565
Attention: Mr. Jason Smith
Reference: Soil Scientist Services for Non -Discharge Permit Modification Application
Granville Farms — Permit No. WQ0000838
Halifax and Nash County Sites — KA Site, SM Site and EBLLC Site
WMSS Project No. 19-06, Phase: 02
Dear Mr. Smith:
Willcox & Mabe Soil Solutions, PLLC (WMSS) has provided a Soil Scientist Evaluation
per WMSS Proposal No. 2019-P11 dated October 3, 2019. The evaluation was
performed to provide information for submitting a modification to the referenced non -
discharge permit to the North Carolina Department of Environmental Quality (NCDEQ)
— Division of Water Resources (DWR), Non -Discharge Branch (NDB). The evaluation
was conducted to assess the soil properties of the referenced acreage and to determine
suitability for land application activities proposed in the referenced permit application in
accordance with 15A NCAC 2T .I 104(c)(2)(A).
WMSS has included our findings in Appendix I and II in order for this information to be
incorporated into a permit modification package being prepared by Granville Farms, Inc.
(Granville Farms). The Appendices summarize our evaluations, findings, and
recommendations. Should you have any questions or comments about this report please
feel free to contact us at [phone].
Sincerely,
Willcox & Mabe Soil Solutions, PLLC
Martin Mabe
Partner / Agronomist
Rob Willcox, L.S.S.
Partner / Soil Scientist
Attachments: Appendix I — Summary Table
Appendix H — Maps, Soil Profile Description Sheets
Shared\WMSS Projects\2019\19-06 Granville Farms\Phase 02 - Technical Assistance\2024\Phase 02 Soil Scientist
Report - Granville Farms (WQ0000838).doc
Willcox & Mabe Soil Solutions, PLLC / 7231 B Summerfield Road / Summerfield, NC 27358 / Rob 336.339.9128 or
Martin 336.312.1396 / www.willcoxmabesoil.com

APPENDIX I - SUMMARY TABLE

On October 22, 2024, a Willcox & Mabe Soil Solutions, PLLC (WMSS) licensed soil
scientist, advanced hand auger borings on the fields listed below (denoted on the attached
maps). It was determined that the noted soil series were present/identified as
predominant for each of the following fields:
Farm Name/
Predominant Soil Series
Project/Permit
County
Field No.
Site No.
/ Mapping Unit
1 Norfolk / NrB
Nash EBLLC 2 Georgeville / GeB
Granville Farms 3 Georgeville / GeB
/ WQ0000838 1 Emporia / EwB
KA
Halifax 2 Dothan / DoB
SM 1 Pacolet / PeB2
The hand auger borings were performed to determine if the proposed land application
sites are suitable for land application activities in accordance with 15A NCAC 2T
.1104(c)(2)(A) and to be incorporated into a permit modification package for Granville
Farms, Inc. All fields evaluated were found to consist of suitable soils for land
application activities. Please reference the attached maps for hand auger boring locations
and subsequent soil profile descriptions.
9 SOIL
9. SC� W ► �F
N
\� O � 1098 P�O
\F NO RTH G /
10/23/24
Rob Willcox
NC Licensed Soil Scientist # 1098

APPENDIX II - MAPS, SOIL PROFILE DESCRIPTION SHEETS

&I
V
® FIE
Legend #t 4
1 Structure
Well
Ditch
Stream
Application Area a
® Buffer The Compliance Boundary is established either 250
Field Boundary feet from the residuals application area or 50 feet P
House within the property boundary, whichever is closest to Legend
the application area. The Review Boundary is
El On Site House established midway between the Compliance ® Hand Auger Boring
Pond PoBoundary and the perimeter of the residuals 400 200 0 400 J
Soil Boundary application area.
Feet
Scale: I inch = 400 feet EBLLC FIELD 1 SOIL MAP
Figure
Drawn by: DM SOIL PLUS GFI Land Application Permit (WQ0000838)
Reviewed by: Spring Hope, North Carolina
Date: June 2024 Soil Plus Project # 200705

N L,--
D NET AC.
w E 20.39
S . "... "..
rF
FIELD 31
i i
is
K �
FIELD 2
t�
:.
401
—
Ai
Legend
,4.
xa,
A Structure
�
Well
Ditch��
Stream
,
Application Area
t"
®Buffer
The Compliance Boundary is established either 250
7
❑ Field Boundary
feet from the residuals application area or 50 feet
House
within the property boundary, whichever is closest to
Legend
El On Site House
the application area. The Review Boundary is
®
Hand Auger Boring
Pond Po
established midway between the Compliance
Boundary and the perimeter of the residuals 400 200
0 400
L Soil Boundary
application area.. =4
I
P
Feet
Scale: 1 inch = 400 feet
EBLLC FIELD 2 SOIL MAP
Figure
Drawn by: DM
IL PLUS
5� US GFI Land Application Permit (WQ0000838)
Reviewed by:
Spring Hope, North Carolina
Date: June 2024
Soil Plus Project # 200705

N
FIELD NET AC.
3
W— — EL 17.52
S
a- I d1liffin I
Legend
A Structure
0 Well
Ditch
Stream
MApplication Area
Buffer
The Compliance Boundary is established either 250
'.4
jig
Field Boundary
feet from the residuals application area or 50 feet
k,
House
within the property boundary, whichever is closest to
Legend
El On Site House
the application area. The Review Boundary is
(9 Hand Auger Boring
E7Pond
established midway between the Compliance liance
Boundary and the perimeter of the residuals
400 200 0
400
Soil Boundary
application area.
Feet
Scale: 1 inch = 400 feet
EBLLC FIELD 3 SOIL MAP
Figure
Drawn by: DM
solL PLUS GFI Land Application Permit (WQ0000838)
Reviewed by:
Spring Hope, North Carolina
Date: Tune 2024
Soil Plus Proiect # 200705

N FIELD NET AC.
E 1 29.30.
11 b
LegendK
1 Structure
DoB
Well
Ditch
Stream
E-WB
Application Area
® Buffer
The Compliance Boundary is established either 250
Field Boundary
feet from the residuals application area or 50 feet
■House
within the p property boundary, whichever is closest to Legend
❑ Site House
the application area. The Review Boundary is
® Hand Auger Boring
established midway between the Compliance
Pond Po
Boundary and the perimeter of the residuals 400 200 0 400
Soil Boundary
application area.
Feet
Scale: I inch = 400 feet
KA FIELDS I & 2 SOIL MAP Figure
Drawn by: DM
SOIL PLUS GFI Land Application Permit (WQ0000838)
Reviewed by:
Ringwood, North Carolina
Date: July 2024
Soil Plus Project # 200705

N
W E
S
FIELD NET AC.
1 29.30
2 19.46
.k
FIELD 1
Legend
1 Structure
Well
Ditch
Stream
Application Area
® Buffer
❑ Field Boundary
E House
❑ On Site House
Pond
Soil Boundary
Scale: 1 inch = 400 feet
Drawn by: DM
Reviewed by:
Date: July 2024
® >. �R
4110
The Compliance Boundary is established either 250
feet from the residuals application area or 50 feet
within the property boundary, whichever is closest to Legend
the application area. The Review Boundary is ® Hand Auger Boring
established midway between the Compliance
Boundary and the perimeter of the residuals 400 200 0 400
application area.
Feet
KA FIELDS 1 & 2 SOIL MAP Figure
SOIL PLUS GFI Land Application Permit (WQ0000838)
Ringwood, North Carolina
Soil Plus Project # 200705
a

N
FIELD NET AC.
E `' 1 13.83

WILLCOX & MABE SOIL SOLUTIONS, PLLC
SITE/SOIL EVALUATION e�G'c I or- 2-
Project No. /9-Dh;PA45;F-:02Phone No. Date: M12�i24
Location �L�, L -C Pin County: :/r Property Size
Proposed Facility: �AAJI) 09PpLtCA77-1 p n) Water Supply: On -Site Well ❑ Evaluation:
Described By:
Weather:
FACTORS
Landscape Position %
Horizon Depth I
Color Munsell
Texture
Structure
Consistence
Boundary
Horizon Depth II
Color — Munsell
Texture
Mottles
Structure
Consistence
Boundary
Horizon Depth III
Color — Munsell
Texture
Mottles
Structure
Consistence
Boundary
Horizon Depth IV
Color — Munsell
Texture
Mottles
Structure
Consistence
Boundary
Su It1Nt/' l lJA/? m Antecedent Moistur
PROFILE PROFILE,,, I
L - ?-4%
/0 U� 314
SC 1 ccl I
iusb k
sr s Q 1�-r
_M,
I ✓ I �
-14.
IAKh !C
ss sP �__
M- Gravel S
J
/4 - 26
/bcle Sid
70 - n"'A Le
Gr�Sh 1L
sP�"
4 sl. 1
Esc � I
-P- /Dole&14- I
cdsb �<</✓�1� cci, cl
I I
I
I
Soil Wetness
Restrictive Horizon
Saprolite I I
LTAR
Classification I
42 - SS +
M'(S Lm
Ss s D -Y�/
-fe x 4a✓4
4 J/ 11,1D >
' 55 to
IWAC&�&I
091,71,61UT
Community ❑
Public ❑
e i)or S T Surface Water:
MiX60 ;RASSEt11-4A
PROFILE
2-I
L-7-
D -.S
/D yP 4-14 1
i
14 -- 3D
2, Sup. 4lg
lG
wJ4 /msb1C
���
2 ,Su/Z 4-1L
/a.
m- 1.Sup2Sig
PROFILE
4S-SS+
2. Sy2 41b
Wi t/"I
Auger Boring
Pit ❑
Cut A I �r ❑
I LEGEND
LANDSCAPE
POSITION
R
Ridge Interfluve
S
Shoulder
L
Linear Slope
FS
Foot Slope
N
Nose Slope
H
Head Slope
Cc
Concave Slope
Cv
Convex Slope
T
Terrace
P
Flood Plain
I TEXTURE
S yl sl e I s sand
/nwr S; Jae " I Is loamy sand
SS Sa 1� I sl sandy loam
I 1 1
oam
si
silt
sil
silt loam
sicl
silty clay loam
cl
clay loam
scl
sandy clay loam
sc
sandy clay
sic
silty clay
c
clay
CONSISTENCE
WET
Ns
non -sticky
Ss
slightly sticky
S
sticky
Vs
very sticky
1 Np
non -plastic
Sp
slightly plastic
P
plastic
Vp
very plastic
MOIST
1 vfr
Very friable
fr
friable
fi
firm
vfi
Very firm
STRUCTURE
? SS ' sg
single grain
In
massive
cr
crumb
gr
granular
r,'9W�,FmIF I sbk subangular blocky
abk
angular blocky
1 pl
platy
pr
prismatic

WILLCOX & MABE SOIL SOLUTIONS, PLLC ;IR6E- 2 of 2
SITE/SOIL EVALUATION
Project No.
Location
Proposed Facility
Described By:
Weather:
FACTORS
Landscape Position %
Horizon Depth I
Color Munsell
Texture
Structure
Consistence
Boundary
Horizon Depth II
Color — Munsell
Texture
Mottles
Structure
Consistence
Boundary
Horizon Depth III
Color — Munsell
Texture
Mottles
Structure
Consistence
Boundary
Horizon Depth IV
Color — Munsell
Texture
Mottles
Structure
Consistence
Boundary
Soil Wetness
Restrictive Horizon
Saprolite
LTAR
Classification
1�-66 rpN RSA' Uc'Phone No. Date:
g L Pin County: ,'f _' Property Size
Z IV0 906ICA-T10►✓ Water Supply: On -Site Well ❑ Evaluation:
U' / Community ❑
S WILC.C6 X Public ❑
' ,iw jw.' /, 9/ 9W Antecedent Moisture Surface Water:
PROFILE PROFILE PROFILE
r)
/G y 4-/4
I �,r J1.blC I I
I I I I
1 /2-,55 .
SS �Sn/
I
I
I
1 Z.Sv,,e 416
1 &_ c.l
17 a41S
Ss s �
r
C
CIA- %04614-
I ss SP
7f ve 4-1 R
I <
55 it
(_4602loF V 1 LLE
PROFILE
Auger Boring ❑
Pit ❑
Cut /N// t ❑
LEGEND
LANDSCAPE
POSITION
R
Ridge Interfluve
S
Shoulder
L
Linear Slope
FS
Foot Slope
N
Nose Slope
H
Head Slope
Cc
Concave Slope
Cv
Convex Slope
T
Terrace
P
Flood Plain
ITEXTURE
Is
sand
Is
loamy sand
sl
sandy loam
I
loam
si
silt
sil
silt loam
sicl
silty clay loam
cl
clay loam
scl
sandy clay loam
sc
sandy clay
sic
silty clay
c
clay
CONSISTENCE
WET
Ns
non -sticky
Ss
slightly sticky
S
sticky
Vs
very sticky
Np
non -plastic
Sp
slightly plastic
P
plastic
Vp
very plastic
MOIST
vfr
Very friable
fr
friable
fi
firm
vfi
Very firm
STRUCTURE
sg
single grain
in
massive
cr
crumb
gr
granular
sbk
subangular blocky
abk
angular blocky
pl
platy
pr
prismatic

WILLCOX & MABE SOIL SOLUTIONS, PLLC
SITE/SOIL EVALUATION
Project No. /�-��o ` Q,�q' DZPhone No. Date: 1012(/2
Location Pin County: Property Size
Proposed Facility: 4,91JD At*,We J7rA1Water Supply: On -Site Well
Described By:
poa wlacox
Community
P, lic
Weather:
.Syi(/ v,' /.f;9kM Antecedent Moisture
A/14 6r2F
l47V2g
FACTORS
PROFILE PROFILE PROFILE
�— i )- /C('dn t� 2_
Landscape Position %
2_ 2 -3 °>o
L - 3 - 4--026
Horizon Depth I—
I I
0 -- 9
Color Munsell
14 V2 3/3 1 I
/0 y/Z 315
Texture
1 / S( I I
` S
Structure
I /,1J <` / I I
IU 1 C
Consistence
S ASP k
I I I
� 1 I
Boundary
Horizon Depth II
I (� — / 2 1
4R - 55 +
y - Z6
Color — Munsell
I /� (,% g% I
rn u 1 I
/D ve sl,q
Texture
I �S�
(f I
SCI CSC
Mottles
Structure
I P.Ct'b 1C I
/Y/Gssl V<
Consistence
1 SS $IJ
SS SP
SS SP
I Boundary
❑ Evaluation: Auger Boring �]
❑ Pit ` ❑
❑ Cut N/ ig ❑
Surface Water: /
Horizon Depth III
1 12 - 2e, I
I 2� — 4-S I
Color — Munsell
I 10 r1Z S/L I
I /J y!L Sl g 1
Texture
1 S�(� SC I
1 /SC / I
Mottles
I I� 1
I t'/m - 2. 5w?Q. 1
Structure
UlCb1C I
I %USb'ej fms�) ✓P— I
Consistence
1 f 1
I SS `50
Boundary
Horizon Depth IV
I 20_ 4 g 1
!-5 -SS -1
Color — Munsell
Texture
Mottles
I IC - ZJ"112 5/9 1
I
Structure
I WSbX SS./ "o
Consistence
I
I SS S.D
I Boundary
Soil Wetness >
Restrictive Horizon 1
Saprolite
LTAR I I
Classification I 1 F/IAPO2J A I -,i VT7gA Y�l
PROFILE
LEGEND
LANDSCAPE
POSITION
R
Ridge Interfluve
S
Shoulder
L
Linear Slope
FS
Foot Slope
N
Nose Slope
H
Head Slope
Cc
Concave Slope
Cv
Convex Slope
T
Terrace
P
Flood Plain
I TEXTURE
1 s
sand
Is
loamy sand
sl
sandy loam
I
loam
si
silt
sil
silt loam
sicl
silty clay loam
cl
clay loam
scl
sandy clay loam
sc
sandy clay
sic
silty clay
c
clay
CONSISTENCE WET
Ns
non -sticky
Ss
slightly sticky
S
sticky
Vs
very sticky
Np
non -plastic
Sp
slightly plastic
I P
plastic
Vp
very plastic
MOIST
vfr
Very friable
fr
friable
fi
firm
vfi
Very firm
ISTRUCTURE
I sg
single grain
m
massive
cr
crumb
gr
granular
sbk
subangular blocky
abk
angular blocky
pl
plat'
pr
prismatic

WILLCOX & MABE SOIL SOLUTIONS, PLLC
SITE/SOIL EVALUATION
Project No. �Q-��.�flASF_', 02Phone No. Date: 1124
Location S' /i'j Pin County: � ,;'
Property Size
t*' f:
Proposed Facility: I AiUO &PV Cg77D /tJ Water Supply:
Described By:
Weather:
FACTORS
Landscape Position %
Horizon Depth I
Color Munsell
Texture
Structure
Consistence
Boundary
Horizon Depth II
Color — Munsell
Texture
Mottles
Structure
Consistence
Boundary
Horizon Depth III
Color — Munsell
Texture
Mottles
Structure
Consistence
Boundary
Horizon Depth IV
Color — Munsell
Texture
1 Mottles
1 Structure
1 Consistence
Boundary
Soil Wetness
Restrictive Horizon
Saprolite
LTAR
Classification
KOB W1111D V
SyNivra: GJA�'In Antecedent Moisture
On -Site Well
Community
Public
PROFILE
PROFILE PROFILE
- 2-3%
S.
b4.
I I
I
I I
I
1
39- SS +-
1u2 4 0 1
M04 i
I h_I I
01 I
wsb!/ I �ssr Ue
r ► i
I I > 4S
I
I
iv�rDL T
I I
❑ Evaluation:
El
El
Surface Water:
PROFILE
Auger Boring
Pit ❑
Cut 1 ❑
N �
f LEGEND
LANDSCAPE
POSITION
R
Ridge Interfluve
S
Shoulder
L
Linear Slope
FS
Foot Slope
N
Nose Slope
H
Head Slope
Cc
Concave Slope
Cv
Convex Slope
T
Terrace
P
Flood Plain
(TEXTURE
1 s
sand
Is
loamy sand
sl
sandy loam
I
loam
si
silt
1 sil
silt loam
sicl
silty clay loam
1 cl
clay loam
scl
sandy clay loam
sc
sandy clay
sic
silty clay
c
clay
CONSISTENCE
WET
Ns
non -sticky
Ss
slightly sticky
S
sticky
Vs
very sticky
Np
non -plastic
1 Sp
slightly plastic
1 P
plastic
Vp
very plastic
MOIST
1 vfr
Very friable
fr
friable
fi
firm
vfi
Very firm
STRUCTURE
sg
single grain
m
massive
1 cr
crumb
1 gr
granular
sbk
subangular blocky
abk
angular blocky
pi
platy
pr
prismatic

NCDA&CS Agronomic Division Phone: [phone] Website: www.ncagr.gov/Divisions/Agronomic-Services
Report No. FY25-SL002878
Heavy Metals
Soil Report
Mehlich-3 Extraction
Client: Jason Smith
Granville Farms, Inc.
PO Box 1396
Oxford, NC 27565
Advisor: Drew Matthews
Soil Plus LLC
PO Box 1396 / 8220 NC
Hwy 96
Oxford, NC 27565
Soil Testina Section Sampled County: Nash
Client ID: 405110 Advisor ID: 398292
Sampled: 08/22/2024 Received: 08/29/2024 Completed: 09/04/2024 Farm: EBLLC
Agronomist's Comments:
This report contains both routine soil test information as well as heavy metals data in a section labeled as Heavy Metals under soil test lab results. Using Mehlich 3 as a
soil test extractant, background levels of these metals typically seen in NC soils when analyzed are as follows: arsenic (As)- 4.5 ppm, cadmium (Cd)- 0.1 ppm, chromium
(Cr)- 0.2 ppm, lead (Pb)- 4.2 ppm, nickel (Ni)- 0.8 ppm, & selenium (Se)- 0.2 ppm (FY2005-2007). Note elevated lead (Pb) in sample 003. Although the above metals here
are not believed to pose a concern for plant growth, continue to monitor these and note where elevated above background levels. Note any lime and fertilizer
recommendations. Where soil test phosphorus (P) is very high (P-1 > 100), crops will not respond to additional P applied. Tissue testing is advised with elevated soil pH as
in samples found here. Jaqathi Kamalakanthan 9/4/2024
Sample ID: 001 Recommendations: Lime Nutrients (lb/acre) More
Crop (tons/acre) N P2O5 K2O Mg S Mn Zn Cu B Information
Lime History: 1 - Fescue/OGrass/Tim, M 0.0 120-200 0 100 0 0 pH$ 0 0 0 Note: 12 Note: $
2 - 0.0
Test Results [units - WN in g/cm3; CEC and Na in meq/100 cm3; NO3-N in mg/dM3]: Soil Class: Mineral
HM% WN CEC BS% Ac pH P-1 K-1 Ca% Mg% S-1 Mn-I Mn-All Mn-Al2 Zn-I Zn-AI Cu-I Na ESP SS-1 NO3-N
0.32 0.93 12.5 92 1.0 6.5 430 21 85 6 32 290 183 887 887 295 0.1 1
Heavy Metals (parts per million): Arsenic, 0.1 Cadmium, 0.1 Nickel, 0.1 Chromium, 0.3 Lead, 5.4 Selenium, 0.1
Sample ID: 002 Recommendations: Lime Nutrients (lb/acre)
Crop (tons/acre) N P2O5 K2O Mg S Mn Zn
Lime History: 1- Fescue/OGrass/Tim, M 0.0 120-200 0 80 0 0 0 0
2 - 0.0
Test Results [units - WN in g/cm3; CEC and Na in meq/100 cm3; NO3-N in mg/dnf3]: Soil Class: Mineral
HM% WN CEC BS% Ac pH P-1 K-1 Ca% Mg% S-1 Mn-I Mn-All Mn-AI2 Zn-I Zn-AI
0.41 0.82 11.6 89 1.2 6.3 227 30 79 9 28 147 100 358 358
1
I0W-XLu trust FL*dCMVSWin
More
Cu B Information
0 0 Note:12
Cu-I Na ESP SS-1 NO3-N
167 0.1 1
Reprogramming of the laboratory -information -management system that makes this report possible is being funded
through a grant from the North Carolina Tobacco Trust Fund Commission.
Thank you for using agronomic services to manage nutrients and safeguard environmental quality.
- Steve Troxler, Commissioner of Aqriculture

NCDA&CS Agronomic Division Phone: [phone] Website: www.ncagr.gov/Divisions/Agronomic-Services Report No. FY25-SL002878
Jason Smith Page 2 of 3
Heavy Metals (parts per million): Arsenic, 0.1 Cadmium, 0.1 Nickel, 0.1 Chromium, 0.1 Lead, 4.7 Selenium, 0.1
Sample ID: 003 Recommendations: Lime
Nutrients (lb/acre)
More
Crop (tons/acre) N P2O5
K2O
Mg S
Mn
Zn Cu
B Information
Lime History: 1 - Fescue/OGrass/Tim, M 0.0 120-200 0
60
0 0
pH$
0 0
0 Note: 12 Note: $
2 - 0.0
Test Results [units - WN in g/crr?; CEC and Na in meq/100 cm3; NO3-N in mg/dni3]:
Soil Class:
Mineral
HM% WN CEC BS% Ac pH P-1 K-1 Ca% Mg%
S-1 Mn-I
Mn-All Mn-Al2
Zn-I
Zn-AI Cu-I
Na ESP SS-1 NO3-N
0.32 0.89 12.4 91 1.1 6.5 309 37 80 10
30 200
130
503
503 187
0.0
Heavy Metals (parts per million): Arsenic, 0.2 Cadmium, 0.1
Nickel, 0.1
Chromium, 0.2
Lead, 7.2
Selenium, 0.1

NCDA&CS Agronomic Division Phone: [phone] Website: www.ncagr.gov/Divisions/Agronomic-Services
Jason Smith
Understanding the Soil Report: explanation of measurements, abbreviations and units
Recommendations
Lime
If testing finds that soil pH is too low for the crop(s) indicated, a time recommendation will be given in units of either
ton/acre or Ib/1000 sq ft. For best results, mix the lime into the top 6 to 8 inches of soil several months before planting.
For no -till or established plantings where this is not possible, apply no more than 1 to 1.5 ton/acre (50 to 75 Ib/1000 sq ft)
at one time, even if the report recommends more. You can apply the rest in similar increments every six months until the
full rate is applied. If Mg is recommended and lime is needed, use dolomitic lime.
Fertilizer
Each nutrient recommendation for field crops or other large areas are listed separately in units of lb/acre unless
otherwise specified. Recommendations for N (and sometimes for B) are based on research/field studies for the crop
being grown, not on soil test results. Recommendations for K and P will depend on K-1 and P-1 soil test results and the
crop to be grown. Generally, at K-1 and P-1 values > 50, recommendations will be minimal. If Mg is needed and no lime is
recommended, 0-0-22 (11.5% Mg) is an excellent source; 175 to 250 lb/acre alone or in a fertilizer blend will usually
satisfy crop needs. Soluble salt levels (SS-1) appear only on reports for diagnostic/problem samples.
Farmers and other commercial producers should pay special attention to micronutrient levels. If $, pH$, $pH, C or Z
notations appear on the soil report in the recommendation section, refer to NCDA&CS
$Note: Secondary Nutrients and Micronutrients. Various NCDA&CS crop notes also address lime and fertilizer needs.
Recommendations forsmall areas, such as home lawns/gardens, are listed in units of Ib/1000 sq ft. If you cannot find
the exact fertilizer grade recommended on the report, visit NCDA&CS Fertilizer Substitutions to find information that may
help you choose a comparable alternate. For more information, read NCSU publication,
A Homeowner's Guide to Fertilizer. In general, homeowners do not need to be concerned about micronutrients.
Test Results
The first seven parameters [soil class, HM%, W/V, CEC, BS%, Ac and pH] describe the soil and its degree of acidity.
The remaining 16 parameters [P-1, K-1, Ca%, Mg%, Mn-1, Mn-All, Mn-AI2, Zn-I, Zn-AI, Cu-I, S-1, SS -I, Na, ESP, SS -I,
NO3-N (not routinely available)] indicate levels of plant nutrients or other fertility measurement. Visit NCDA&CS
Understand Your Report for more information.
Report No. FY25-SL002878
Page 3 of 3
Report Abbreviations
Ac
exchangeable acidity
B
boron
BS%
% CEC occupied by basic
cations
Ca%
% CEC occupied by calcium
CEC
cation exchange capacity
Cu-I
copper index
ESP
exchangeable sodium percent
HM%
percent humic matter
K-I
potassium index
K20
potash
Mg%
% CEC occupied by magnesium
MIN
mineral soil class
Mn
manganese
Mn-All
Mn-availability index for crop 1
Mn-Al2
Mn-availability index for crop 2
Mn-I
manganese index
M-0
mineral -organic soil class
N
nitrogen
Na
sodium
NO3-N
nitrate nitrogen
ORG
organic soil class
pH
current soil pH
P-1
phosphorus index
P205
phosphate
S-1
sulfur index
SS-1
soluble salt index
WN
weight per volume
Zn-AI
zinc availability index

Waypointo
ANALYTICAL
9/6/2024
Soil Plus, LLC
Joyce Barrett
P.O. Box 1396
Oxford, NC, 27565
Ref: Analytical Testing
Report Number: 24-243-0004
Project Description: Granville Farms/EBLLC
7621 Whitepine Road, Richmond, VA 23237
Main 804-743-9401 0 Fax [phone]
www.waypointanalytical.com
Dear Joyce Barrett:
Waypoint Analytical Virginia, Inc. received sample(s) on 8/30/2024 for the analyses presented in the following
report.
The above referenced project has been analyzed per your instructions. The analyses were performed in
accordance with the applicable analytical method. Sub -contracted testing is noted on the Sample Summary Table
if applicable.
The analytical data has been validated using standard quality control measures performed as required by the
analytical method. Quality Assurance, method validations, instrumentation maintenance and calibration for all
parameters (NELAP and non-NELAP) were performed in accordance with guidelines established by the USEPA
(including 40 CFR 136 Method Update Rule May 2012) and NELAC unless otherwise indicated.
Certain parameters (chlorine, pH, dissolved oxygen, sulfite...) are required to be analyzed within 15 minutes of
sampling. Usually, but not always, any field parameter analyzed at the laboratory is outside of this holding time
Refer to sample analysis time for confirmation of holding time compliance.
The results are shown on the attached Report of Analysis(s). Results for solid matrices are reported on an as -
received basis unless otherwise indicated. This report shall not be reproduced except in full and relates only to
the samples included in this report.
Please do not hesitate to contact me or client services if you have any questions or need additional information
Sincerely,
&'-� ­AldA�
Brandi Watson
Laboratory's liability in any claim relating to analyses performed shall be limited to, at laboratory's option, repeating the
analysis in question at laboratory's expense, or the refund of the charges paid for performance of said analysis.
Page 1 of 7

Waypoint
ANALYTICAL
7621 Whitepine Road, Richmond, VA 23237
Main 804-743-9401 0 Fax [phone]
www.waypointanalytical.com
Sample Summary Table
Report Number: 24-243-0004
Client Project Description: Granville Farms/EBLLC
Lab No Client Sample ID Matrix
66527 1 Solids
66528 2 Solids
66529 3 Solids
Date Collected
Date Received
Method
Lab ID
08/30/2024
SW-7471B
WP MTN
08/30/2024
SW-7471B
WP MTN
08/30/2024
SW-7471B
WP MTN
WP MTN - Memphis, TN: Waypoint Analytical - TN, Memphis, TN
Page 2 of 7

Waypointo
ANALYTICAL
04596
Soil Plus, LLC
Project
Joyce Barrett
P.O. Box 1396
Information
Oxford , NC 27565
Report Number : 24-243-0004
Lab No : 66527
Sample ID : 1
Test
Mercury
Qualifiers/ DF Dilution Factor
Definitions
7621 Whitepine Road, Richmond, VA 23237
Main 804-743-9401 0 Fax [phone]
www.waypointanalytical.com
Granville Farms/EBLLC
REPORT OFANALYSIS
Results Units
<0.185 mg/Kg
Report Date : 09/06/2024
Received : 08/30/2024
Brandi Watson
Matrix: Solids
Sampled:
MQL DF Date / Time By Analytical
Analyzed Method
0.185 1 09/06/24 12:21 FDS SW-7471B
MQL Method Quantitation Limit
Page 3 of 7

Waypointo
ANALYTICAL
04596
Soil Plus, LLC
Project
Joyce Barrett
P.O. Box 1396
Information
Oxford , NC 27565
Report Number : 24-243-0004
Lab No : 66528
Sample ID : 2
Test
Mercury
Qualifiers/ DF Dilution Factor
Definitions
7621 Whitepine Road, Richmond, VA 23237
Main 804-743-9401 0 Fax [phone]
www.waypointanalytical.com
Granville Farms/EBLLC
REPORT OFANALYSIS
Results Units
<0.185 mg/Kg
Report Date : 09/06/2024
Received : 08/30/2024
Brandi Watson
Matrix: Solids
Sampled:
MQL DF Date / Time By Analytical
Analyzed Method
0.185 1 09/06/24 12:22 FDS SW-7471B
MQL Method Quantitation Limit
Page 4 of 7

Waypointo
ANALYTICAL
04596
Soil Plus, LLC
Project
Joyce Barrett
P.O. Box 1396
Information
Oxford , NC 27565
Report Number : 24-243-0004
Lab No : 66529
Sample ID : 3
Test
Mercury
Qualifiers/ DF Dilution Factor
Definitions
7621 Whitepine Road, Richmond, VA 23237
Main 804-743-9401 0 Fax [phone]
www.waypointanalytical.com
Granville Farms/EBLLC
REPORT OFANALYSIS
Results Units
<0.176 mg/Kg
Report Date : 09/06/2024
Received : 08/30/2024
Brandi Watson
Matrix: Solids
Sampled:
MQL DF Date / Time By Analytical
Analyzed Method
0.176 1 09/06/24 12:23 FDS SW-7471B
MQL Method Quantitation Limit
Page 5 of 7

WayPAoInt..
NALYTICAL
Customer Number: 04596
Customer Name: Soil Plus, LLC
Report Number: 24-243-0004
7621 Whitepine Road, Richmond, VA 23237
Main 804-743-9401 0 Fax [phone]
www.waypointanalytical.com
Shipment Receipt Form
Shipping Method
0 Fed Ex 0 US Postal 0 Lab 0 Other:
0 UPS 0 Client 0 Courier Thermometer ID:
Shipping container/cooler uncompromised?
Number of coolers/boxes received
Custody seals intact on shipping container/cooler?
Custody seals intact on sample bottles?
Chain of Custody (COC) present?
COC agrees with sample label(s)?
COC properly completed
Samples in proper containers?
Sample containers intact?
Sufficient sample volume for indicated test(s)?
All samples received within holding time?
Cooler temperature in compliance?
Cooler/Samples arrived at the laboratory on ice.
Samples were considered acceptable as cooling
process had begun.
Water - Sample containers properly preserved
Water - VOA vials free of headspace
Yes
0 No
l '
0 Yes
0 No Not Present
0 Yes
0 No Not Present
Yes
0 No
Yes
0 No
Yes
0 No
Yes
0 No
Yes
0 No
Yes
0 No
Yes
0 No
0 Yes
No 0 Not Present
0 Yes
No
Trip Blanks received with VOAs
Soil VOA method 5035 — compliance criteria met
F_ High concentration container (48 hr)
F_ High concentration pre -weighed (methanol -14 d)
Special precautions or instructions included?
Comments:
0 Yes
0 No
N/A
0 Yes
0 No
N/A
0 Yes
0 No
N/A
0 Yes
0 No
0 N/A
F_ Low concentration EnCore samplers (48 hr)
F_ Low conc pre -weighed
vials (Sod Bis -14 d)
0 Yes
* No
Signature: IDavid Lennon I Date & Time: I08/30/2024 08:24:00 1
Page 6 of 7

Waypoint
r ANALYTICAL
I
Grower/Project Information
11ifl111IIIl�IIIIIIIIIIIII�I�11I1111111i�lIIKI1�11Nllllll o �20024
Sal Plus. LLC
Granville Farms EBLLC
Granville Farms Inc Submitted 13y
Drew Matthews
Soil Plus
Farm ID EBLLC I Field ID
i Credit Card # I CSV I I Exp. Date:
I E-mail address [e-mail]
Lab Number (Lab Soil Analysis Plant Analysis
Use only) Sample ID I S 1 M I S3M I NCDA I NOS-N Soluble PTt PT2 I
NO ,-N
2t3 2
2� 3
Additional
Tests
Mercury
Mercury
Mercury
I
Account: I 04596
mation
ICharge To
Soil Plus
PO Box 1396
Oxford, NC 27565
Phone # I 252-883-9301
Crop Info For Recommendations
Crop/Growth Stage Yield Aftemative Yield
Goal Crop Goal
II I
Mehlich ill Test PackaIM I Plants Analysis Packages
S1M - Organic matter, Phosphorus, Potassium, Calcium, Magnesium, pH, PT1 - Sulfur. Phosphorus, Potassium, Iron. Calcium Mangeswm. Sodium,
Buffer pH, Cation Exchange Capacity. and % Base Saturation Zinc, Copper Manganese. Boron and Aluminium
SW - S1M plus Sodium Sulfur Boron, Zinc. Manganese. Copper, and Iron PT2 - PT plus Total Nitrogen
NCDA - HWY. WIV CEC. BS`X4. Ac pH, P-1 K-1 S-I. Ca'Y, Mg% Mn-I. Mn-Al,
Zn-I, Cu-I, Na and ESP
w 'PLEASE RUN MERCURY ONLY
°z "Please make sure that the Farm ID is on the soil test results. Email results to [e-mail]
w
a
v
a,

(1)
(2)
(3)
Farm
Field
Soil Type
EBLLC
1
Norfolk (NrB)
EBLLC
2
Georgeville (GeB)
EBLLC
3
Georgeville (GeB)
Totals
(4) (5)
Gross Ac.
Net Ac
51.84
45.02
28.93
20.39
24.34
17.52
105.11 82.93
(6)
(7)
(8)
(9)
(10)
Application
N Req.
Gallons
Total Gallons
Crop
Method
(lbs/Ac.)
Per Ac.
Per Field
Fescue
Surface
158
53,856
2,424,583
Fescue
Surface
211
71,921
1,466,473
Fescue
Surface
211
71,921
1,260,059
5,151,116
Total Gallons
62,114
Gallons Per Ac.
506.95
Total Dry Tons
6.11
Dry Tons Per Ac.
(8) Derived from http://nutrients.soil.ncsu.edu/yields/ for Nash County (Realistic Nitrogen Rate)
(9) Column (8) divided by 29.81 lbs N per DT multiplied by 10,161 Gallons Per DT
(10) Column (9) multiplied by Column (5)