WQ0028653_Renewal Application_20231204

Initial Review
Reviewer nathaniel.thorn burg
Is this submittal an application? (Excluding additional information.) *
Yes No
Permit Number (IR) * WQ0028653
Applicant/Permittee Pilgrim's Pride Corporation
Applicant/Permittee Address 484 Zimmermann Road Sanford, NC 27331
Is the owner in BIMS? Yes No Is the facility in BIMS? Yes No
Owner Type
Facility Name
County
Fee Category Minor
Is this a complete application?*
Yes No
Signature Authority
Signature Authority Title
Signature Authority Email
Document Type (if non -application)
Email Notifications
Organization
Pilgrim's Pride - Sanford Class A Residuals Program
Lee
Does this need review by the hydrogeologist? * Yes No
Regional Office
CO Reviewer
Admin Reviewer
Fee Amount
Complete App Date
12/04/2023
$0
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* Robert T. Branch
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*
3363129007
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:*
WQ0028653
Has Current Existing permit number
Applicant/Permittee*
Pilgrim's Pride Corporation
Applicant/Permittee Address*
484 Zimmermann Road Sanford, NC 27331
Facility Name*
Pilgrim's Pride - Sanford Class A Residuals Program
Please provide comments/notes on your current submittal below.
Renewal Only
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.)
DoR_PP_2023_final.pdf 2.43MB
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 12/4/2023

PERMIT RENEWAL FOR THE
DISTRIBUTION OF RESIDUAL SOLIDS
WQ0028653
PILGRIM'S PRIDE CORPORATION
SANFORD, NC FACILITY WATER
TREATMENT PLANT RESIDUALS
SANFORD, NORTH CAROLINA
Prepared For:
Pilgrim's Pride Corporation
484 Zimmerman Road
Sanford, NC 27331-3668
Prepared By:
Branch Residuals & Soils, LLC
1535 Heckle Blvd, Suite 103-291
Rock Hill, SC 29732
November 2023

BRANCH RESIDUALS & SOILS, LLC
1735 Heckle Blvd, Suite 103-291, Rock Hill, SC 29732
PHONE [phone] CELL [phone]
November 30, 2023
North Carolina Department of Environment and Natural Resources
Division of Water Resources/Aquifer Protection Section
Land Application Unit
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Attention: Mr. Nathaniel Thornburg
Reference: PERMIT MODIFICATION DISTRIBUTION OF RESIDUAL SOLIDS
Permit WQ0028653.
Pilgrim's Pride Corporation — Sanford Facility
Sanford, North Carolina
BR&S Job No. 2007-66
Dear Mr. Thornburg:
Branch Residuals & Soils, LLC is under contract with the Pilgrim's Pride Corporation to renew
Permit WQ0028653, a Distribution of Residuals Solids (DOR) for the water treatment plant residuals
generated from the Sanford facility's water treatment plant. This material will be given away as a
soil amendment to local farmers or used on facility land sites not permitted under other activities.
This material is generated from water treatment plant processes and has no domestic wastewater
components.
Please contact me immediately if you require additional information or have questions in the review
of the permit application.
cerely,
Robert T. Branch, L. S. S.
Project Manager
cc: Mrs. Tina Pedley — Pilgrim's Pride Corporation — Sanford Facility

TABLE OF CONTENTS
Section No. Title
I DISTRIBUTION OF RESIDUAL SOLIDS APPLICATION FORM
II RESIDUALS SOURCE CERTIFICATION ATTACHMENT
Vicinity Map
Process Flow Diagram and Narrative
Justification of Residuals Production Rate
Sampling Plan
Residual Analytical Reports
III MANAGEMENT PLAN
Overview of Process and Residual Solids Handling
Distribution Methods for Reuse
Transportation and Logistics
Monitoring and Recordkeeping
Leachate Collection
IV PILGRIM'S PRIDE SANFORD WTP RESIDUALS LABEL AND
PRODUCT INFORMATION SHEET
V SPILL CONTROL PLAN
VI PILGRIM'S PRIDE SANFORD WATER PLANT RESIDUALS RECEIPT
FORM
VII APPLICATION RATES
VIII OPERATION AND MAINTENANCE PLAN

SECTION I
DISTRIBUTION OF RESIDUAL SOLIDS APPLCIATION FORM

State of North Carolina
DWR
Department of Environmental Quality
Division of Water Resources
Division of Water Resources 15A NCAC 02T .1100 — DISTRIBUTION OF CLASS A RESIDUALS
INSTRUCTIONS FOR FORM: DCAR 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 Applicant shall submit one original and two copies of the application and
supporting documentation
For more information, visit the Water Quality Permitting Section's Non -Discharge Permittine Unit website
General — This application is for treatment, storage, transport, distribution, land application, and/or marketing of Class A (or Equivalent)
residuals 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. Distribution of Class A Residuals (FORM: DCAR 06-16):
® Submit the completed and appropriately executed Distribution of Class A Residuals (FORM: DCAR 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 project name should be consistent on the plans, specifications, etc.
® The Applicant's Certification on Page 3 of this form shall be signed in accordance with 15A NCAC 02T .0I06(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
Major (residuals permitted fdr distribution > 3,000 dry tons/year) $1,310 $395
Minor (residuals permitted for distribution < 3,000 dry tons/year) $810 $245
I - A major modification shall be defined as any permit modification that: increases the generating facility's residuals dry tonnage;
adds additional residuals sources; or includes the addition of new treatment or storage units/processes not previously permitted.
There is no fee for minor permit modifications.
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.
INSTRUCTIONS FOR FORM: DCAR 06-16 Page 1 of 3

D. Program Information (All Application Packages)
® Provide a narrative explaining the following:
® How the materials will be handled and transported from where the residuals were produced to where it will be treated.
® How the residuals will be processed/treated (attach process flow diagram).
® How leachate collection will be handled.
® Where the residuals will be stored until processed.
® How the final product will be distributed (packaging, bulk, etc.)
® What nutrients or other constituents (i.e. nitrogen, phosphorous, aluminum, calcium, etc.) are used or recommended as the
limiting parameter for determination of residuals loading rate to ensure that it does not overload the soil and cause
contravention of surface water or groundwater standards, limit crop growth, or adversely impact soil quality.
® Attach a marketability statement detailing destinations and approximate amounts of the final product to be distributed.
® Provide either a label that shall be affixed to the bagged processed residual or an information sheet that shall be provided to the
person who receives the processed residual. The label or information sheet shall contain, at a minimum, the following
information:
® Name and address of the person who prepared the residual that is sold or given away.
® A statement that application of the residuals to the land shall be in accordance with the instructions on the label or
information sheet.
® A statement that the residuals shall not be applied to any site that is flooded, frozen or snow-covered.
® A statement that adequate procedures shall be provided to prevent surface runoff from carrying any disposed or stored
residuals into any surface waters.
® Information on all applicable setbacks in accordance with 15A NCAC 02T .1108(b).
❑ A statement that the residuals shall be applied at agronomic or recommended rates for intended uses.
E. Detailed Plans and Specifications (Application Involving New or Changes to Treatment or Storage Units)
❑ Submit detailed plans and specifications that have been signed, sealed, and dated by a NC Professional Engineer per 15A
NCAC 02T .1104(a). Specifications for standard equipment may only be omitted for municipalities with approved standard
specifications, but use of the standard specifications must be noted on each sheet of the plans.
❑ Plans must include the following minimum items: a general location map, a topographic map, plan and profile view of the
residuals treatment and storage units as well as the proximity of the residuals treatment and storage units to other utilities and
natural features within 500 feet of all treatment and storage facilities, and detail drawings of all items pertinent to the residuals
treatment and storage units. Depict minimum separations required in 15A NCAC 02T .1108(a) on the plans.
❑ Specifications must include, at a minimum, the following for all items pertinent to residuals treatment and storage units:
description of materials to be used, methods of construction, quality of construction testing procedures to ensure the integrity
of the final product in accordance with 15A NCAC 02T .1104(a)(2)(B), including leakage and pressure testing as appropriate.
❑ Plans and specifications must 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 and specifications. However, the plans and
specifications may be labeled with the phrase: FINAL DESIGN — NOT RELEASED FOR CONSTRUCTION.
F. Engineering Calculations (Application Involving New or Changes to Treatment or Storage Units)
❑ Submit all design calculations that have been signed, sealed, and dated by a NC Professional Engineer per 15A NCAC 02T
.1 104a .
G. 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: DCAR 06-16 Page 2 of 3

H. 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 equipments 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.
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 Delivery:
512 N. SALISBURY STREET
RALEIGH, NORTH CAROLINA 27604
FAX NUMBER: [phone]
INSTRUCTIONS FOR FORM: DCAR 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 — DISTRIBUTION OF CLASS A RESIDUALS
FORM: DCAR 06-16
I. APPLICANT INFORMATION:
1. Applicant's name: Pilgrim's Pride Corporation
Applicant type: ❑ Individual ® Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State ❑ Municipal ❑ County
Signature authority's name per 15A NCAC 02T .0106: Mr. Daniel Shaw Title: Plant Manager
Applicant's mailing address: 484 Zimmerman Road
City: Sanford State: NC Zip: 27330-
Telephone number: (91�9 895-3455 Email Address: daniel.shawapilgrims.com
2. Consultant's name: Branch Residuals & Soils, LLC. License Number (for P.E.):
Affiliation: ❑ On Staff ® Retained (Firm: )
Consultant's mailing address: 1535 Heckle Blvd, Suite 103-291
City: Rock Hill State: SC Zip: 29732-
Telephone number: (336 312-9007 Email Address: bbranchRbranchrs.com
3. Fee submitted: $0.00 (See Instruction B)
II. 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: W00028653
Date of most -recently issued permit: February 25, 2019
Date of most -recently certified Attachment A (if different than the permit):
III. FACILITY INFORMATION:
1. Name of residuals processing facility: Pilgrim's Pride Corporation - Sanford, NC Water Treatment Plant
City: Sanford State: NC Zip: 27330-
Coordinates: Latitude: 35' 33' 47" Longitude: 79= 13' S8"
Datum: NC State Plane Level of accuracy: 1 "
Method of measurement: Man
County where facility is located: Lee
2. Facility contact (person familiar with residuals preparation):
Name: Tina Pedley Title: Environmental Manager
Mailing address: 484 Zimmerman Road
City: Sanford State: NC Zip: 27330-
Telephone number: [phone] E-mail address: tina.pedley(a-)pilgrims.com
FORM: DCAR 06-16 Page 1 of 3

3. Is the residual process facility also the generator? ® Yes; ❑ No
If No, please specify delivery frequency and quantity of residual to be processed:
4. Length of residuals storage at facility: 365+ days (Note: the Division requires minimum 30 days storage in units that are separate
from treatment system, i.e. not in clarifiers, aeration basins, etc.)
IV. RESIDUALS QUALITY INFORMATION:
Specify how these residuals will be distributed:
❑ sold or given away in bags or other containers; ❑ lawn (bulk); ❑ home garden (bulk);
® other (explain); Bulk applied to land owned by Pilgrim's Pride facility
Note: Bulk residuals shall mean residuals that are transported and not sold or giving away in a bag or other receptacles with a
load capacity of one metric ton or less.
2. Complete the following if residuals are to be mixed with other materials:
Type of Materials Amounts to be added
per 1.0 dry ton of residuals (dry ton)
3. Approximate amounts of the residuals received and processed at the facility: 300 dry tons per year.
4. Approximate amounts of the final product (processed residuals) to be distributed: 300 dry tons per year.
5. Provide a description of the onsite storage management plan for the treated residuals (including estimated average and
maximum storage times prior to distribution): Residuals are kept in lagoon until time of disposal
6. Does the facility have a stormwater management plan? ❑ Yes; ® No
Explain whether the treatment and storage areas are under roof or how stormwater runoff will be handled: Stormwater or runoff
water will be contained or directed back to the lagoon.
V. RESIDUALS SOURCE INFORMATION: (Required for all new, renewed, or modified residuals source)
Complete and submit the attached Residuals Source Certification and all associated documentation.
I
LI
Residuals Source
Certification
FORM: DCAR 06-16 Page 2 of 3

Professional Engineer's Certification: (Application Involving New or Changes to Treatment or Storage Units)
attest that this application for
has been reviewed by me and is accurate and complete to the best of rsy knowledge. I further attest that to the best of my knowledge
the proposed design has been prepared in accordance with the applicable regulations. Although certain portions of this submittal package
may have been developed by other professionals, inclusion of these materials under my signature and seal signifies that I have reviewed
this material and have judged it to be consistent with the proposed design.
North Carolina Professional Engineer's Seal, Signature, and Date:
Applicant's Certification:
The applicant or any affiliate has not been convicted of an environmentai 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 ❑ No, Explain;
(Signature Authority's Name — PLEASE PRINT)
attest that this application for P-4 a.,
(Facility Name)
14&
n� Ar ��
(Titrtle)
d; A2. L ,4-O,d
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 zot included, this application package will be returned to me as
incomplete.
Note: In accordance with North Carolina General Statutes § 143-215.6A and § 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application shall be guilt' of a Class 2 misdemeanor, which may include a fine not to
exceed 510,000 as well as civil penalties up to $25,000 per violation.
Signature: Date:
FORM: DCAR 06-16
Page 3 of 3

SECTION II
RESIDUALS SOURCE CERTIFICATION ATTACHMENT

State of North Carolina
DWR
Department of Environmental Quality
Division of Water Resources
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 Applicant shall submit one original and two copies of the application and
supportinz 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 .1 100. 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 "Map Guidance for
Residuals Land Application 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 I

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DWR
Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
RESIDUALS SOURCE CERTIFICATION
FORM: RSC 06-16
I. RESIDUALS SOURCE -GENERATING FACILITY INFORMATION (See Instruction B.):
I . Facility Name: Pilg_rim's Pride Corporation
2. Facility permit holder is: ❑ Federal, ❑ State, ❑ Local Government, or ® Private.
Facility permit issued by: ❑ Div. of Water Resources, ® Div. of Environmental Health,
or ❑ Other (explain: ).
3. Facility contact person and title: Ms Tina Pedley, Environmental Manager Sanford. NC facility
Complete mailing address: 484 Zimmerman Road
City: Sanford State: NC Zip: 27330-
Telephone number: [phone] E-mail address: tina.pedley@pilp-,rims.com
4. Facility physical address: 484 Zimmerman Road
City: Sanford State: NC Zip: 27330-
Coordinates: Latitude: 35' 33' 47" Longitude: 79 13' 58"
Datum: NC State Plane Level of accuracy: 1 "
Method of measurement: Man
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: 1_5 MGD and facility average daily flow: 1_1 MGD
8. Average amount of residuals being generated at this facility 300 dry tons per year.
9. Specify the following regarding treatment and storage volumes available at the facility:
Type and volume of residuals treatment: two 0.5MG Lagoons
Type and volume of residuals storage (i.e., outside of residuals treatment units): None
Il. 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. ] 102(6) as:
❑ Biological ® Non -Biological
FORM: RSC 06-16 Page 1 of 5

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).
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: ❑ 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: ❑ yes ® 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: Environmental Chemists. Inc. and Date of analysis: 10/16/23
Passed corrosivity test: ® yes ❑ no. pH: s.u. (2 < pH < 12.5)
Passed ignitability test: ® yes ❑ no. Flashpoint: >158 OF (> 140°F)
Passed reactivity test: ® yes ❑no. HCN: 2.55 mg/kg (<250) & H2S: 4.84 mg/kg (<500)
TCLP Parameter
Limit
(mg/1)
Result
(mg/l)
TCLP Parameter
Limit
(mg/1)
Result
(mg/1)
Arsenic
5.0
< 1.0
Hexachlorobenzene
0.13
< 0.05
Barium
100.0
< 1.0
Hexachloro-1,3-Butadiene
0.5
<0.05
Benzene
0.5
< 0.01
Hexachloroethane
3.0
< 0.05
Cadmium
1.0
< 1.0
Lead
5.0
< 1.0
Carbon Tetrachloride
0.5
< 0.01
Lindane
0.4
< 0.0005
Chlordane
0.03
< 0.02
Mercury
0.2
<0.0002
Chlorobenzene
100.0
< 0.01
Methoxychlor
10.0
< 0.0005
Chloroform
6.0
< 0.01
Methyl Ethyl Ketone
200.0
< 0.05
Chromium
5.0
< 1.0
Nitrobenzene
2.0
< 0.05
m-Cresol
200.0
< 0.05
Pentachlorophenol
100.0
< 0.25
o-Cresol
200.0
< 0.05
Pyridine
5.0
< 0.05
p-Cresol
200.0
< 0.05
Selenium
1.0
< 1.0
Cresol
200.0
< 0.05
Silver
5.0
< 1.0
2,4-D
10.0
< 0.003
Tetrachloroethylene
0.7
< 0.01
1,4-Dichlorobenzene
7.5
< 0.05
Toxaphene
0.5
< 0.05
1,2-Dichloroethane
0.5
< 0.01
Trichloroethylene
0.5
< 0.01
1, 1 -Dichloroethylene
0.7
< 0.01
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
< 0.003
Heptachlor and its Hydroxide
0.008
< 0.0005
Vinyl Chloride
0.2
< 0.01
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 .1 105.
a. For Distribution/Laid 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: Waypoint Analytical and Date of analysis: 8/9/23
Parameter
Ceiling
Monthly Average
Result
Concentration Limits
Concentration Limits
(ClassA & ClassB)
(Class A Only)
(mg/kg)
(mg/kg)
(mg/kg)
Arsenic
75
41
<31.30
Cadmium
85
39
<6.25
Copper
4,300
1,500
85.00
Lead
840
300
<18 80
Mercury
57
17
<11.60
Molybdenum
75
n/a
<15.60
Nickel
420
420
<15.60
Selenium
100
100
<31.30
Zinc
7,500
2,800
<78.10
b. For Surface Disposal Unit (lardfll): 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)
Arsenic
(mg/kg)
Chromium
(mg/kg)
Nickel
(mg/kg)
❑ > 0 but < 25
30
200
210
❑ > 25 but < 50
34
220
240
❑ >_ 50 but < 75
39
260
270
❑ > 75 but < 100
46
300
320
❑ > 100 but < 125
53
360
390
❑ > 125
62
450
420
Result (mg/kg)
FORM: RSC 06-16 Page 3 of

5. Nutrient/Micronutrient Determination: Complete the following:
a. Total solids: 1.58 %.
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: WWoint Anal3qical and Date of analysis: 8/9/23
Parameter
Result
(mg/kg)
Aluminum
<90,000.00
Ammonia -Nitrogen
<6,250.00
Calcium
<3,130.00
Magnesium
614.00
Nitrate -Nitrite Nitrogen
<625.00
pH (Standard Unit)
8.00
Phosphorus
844.00
Potassium
<625.00
Sodium
<1,890.00
Total Kjeldahl Nitrogen
<12,100.00
c. Using the results listed in Item I1. 5b. above, calculate the sodium adsorption ration (SAR): 1.01
[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: 0_4 %. This rate
is a (check one): ® default value, or ❑ actually established.
If the residuals are not generated from the treatment of municipal or domestic wastewater, explain or provide technical
justification as to why the selected default value is appropriate to be applied to these residuals:
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 (15') Year PAN
Five -Year
Maximum Adjusted PAN
(mg/kg)
(mg/kg)
Surface
6,090
7,259
Injection/Incorporation
9,215
10,384
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:
FORM: RSC 06-16 Page 4 of

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 Equivalent:
® A fecal coliform density that is demonstrated to be less than 1,000 MPN per gram of total dry solids,
or
❑ 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):
❑ Alternative 1 [15A NCAC 02T.1106(b)(3)(A)] - Time/Temperature Compliance.
❑ Alternative 2 [15A NCAC 02T.I 106(b)(3)(B)] - Alkaline Treatment.
❑ Alternative 3 [15A NCAC 02T.I 106(b)(3)(C)] - Prior Testing for Enteric Virus/Viable Helminth Ova.
❑ 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, ❑ heat drying, ❑ 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.1106(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, ❑ air drying, ❑ anaerobic digestion,
❑ composting, or ❑ lime stabilization.
c. For Surface Disposal:
❑ Select One of the Class A or Equivalent Pathogen Reduction Alternatives in Item If. 7a. above.
❑ Select One of the Class B or Equivalent Pathogen Reduction Alternatives in Item II. 7b. above.
❑ Exempt -If Daily Cover Alternative is chosen in Item 11.8. below [15A NCAC 02T.1106(a)(2)].
❑ Not Applicable - Non -Biological Residuals with NO Domestic Wastewater Contribution.
8. Vector Attraction Reduction (VAR): Per 15A NCAC 02T.1 107, specify how residuals will meet the VAR requirements:
❑ Alternative 1 [15A NCAC 02T.] 107(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.1 107(a)(3)] - 30-Day Bench Scale Test (Aerobic Digestion).
❑ Alternative 4 [15A NCAC 02T.I 107(a)(4)] - Specific Oxygen Uptake Rate Test (Aerobic Digestion).
❑ Alternative 5 [15A NCAC 02T.1 107(a)(5)] - 14-Day Aerobic Processes.
❑ Alternative 6 [15A NCAC 02T.I 107(a)(6)] - Alkaline Stabilization.
❑ Alternative 7 [15A NCAC 02T.1107(a)(7)] - Drying of Stabilized Residuals.
❑ 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.I 107(a)(10)] - Incorporation.
❑ Alternative for Surface Disposal Units Only - Soil/Other Material Cover [15A NCAC 02T. ] 107(b)(2)].
® 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

Vicinity Map

Pii , 's Pri&i Sanfvrd, -, C Watei
cumn�`k
• � V
n
�t
1 C
�h
8
Sources. Esn. HERE. DeLorme, USGS, Intermap, INCREMENT P,
NRCan, Esri Japan. METI, Esri China (Hong Kong), Esri Korea, Esri
�J (Thailand)- Mapmylndia, NGCC, © OpenStreetMap.contributors, and the
i, GIS User Community
SCALE: 1 " = 1,500 ft Pilgrims Pride Sanford NC Site
CHECKED BY: RTB Solids Distribution Program Vicinity
DRAWN BY: RTB BRANCH Pilgrim's Pride Sanford NC WTP Map
+,,
ESIDUALS
DATE: 11/30/2023 OILSLLC ProjutNo. 2007-66

Process Flow Diagram and Narrative

Process Flow Diagram and Narrative
The Pilgrim's Pride Corporation Sanford facility Water Treatment Plant (WTP) (PWSID:03-35-130)
is located at 484 Zimmerman Road in Lee County. The WTP is a 1.5 million gallon per day (MGD)
package plant that serves the Pilgrim's Pride Poultry Plant.
The WTP draws its raw water from the Deep River as seen in the attached drawing. This water is
pumped from the river approximately 3,000 linear feet to the raw water reservoir. Water is drawn
from the reservoir to the WTP where it is treated with alum and polymer then directed into the
clarifiers for flocculation. Once flocculation has occurred, the treated water is sent to the sand filters
where it is injected with chlorine and passed to the clear well for storage. Residual solids from the
clarifiers and sand filter backwash are sent to two (2) 0.5 million -gallon lagoons.
When the solids get sufficiently high, a land application event will be planned. These solids will
probably be land applied every 1 to 2 years. Prior to each land application event, appropriate residual
solids samples will be collected and sent to a qualified lab.
See following for the diagram for process flow schematics for the water and solids for the Pilgrim's
Pride Sanford Water Treatment Plant.

1
po
b�
�—1
►5

Justification of Residuals Production Rate

Justification of Residuals Production Rate
The Pilgrim's Pride Sanford Water Treatment Plant has two 0.5 million -gallon lagoons. At a maximum of
10% solids each lagoon would have less than 300 dry tons.

Sampling Plan

Sampling Plan
Pilgrim's Pride Sanford will collect grab samples from the sludge lagoons(s) that are to be cleaned
and ultimately land applied. Fecal and nutrient samples will be collected annually. If land application
occurs at a frequency of less than annually, these samples will be collected and analyzed for each
distribution event. A TCLP sample will be collected and analyzed every permit cycle.
Prior to each first distribution event, seven independent grab samples of Pilgrim's Pride Sanford WTP
Residuals will be collected and analyzed for fecal coliform. These samples will be received and
compared to the fecal coliform density standard of 1,000 either by Most Probable Number (MPN) or
Colony Forming Units (CFU). If any sample fails this requirement, the residuals will not be
distributed.
A mixture of the grab samples collected from the sludge lagoons will be analyzed for both nutrient
and metal. The nutrient and metal sample will be collected annually and analyzed for: Iron,
Aluminum, Ammonia, Arsenic, Cadmium, Calcium, Copper, Lead, Magnesium, Mercury,
Molybdenum, Nickel, Nitrate -Nitrite, Zinc, % Total Solids, pH, Phosphorus, Potassium, TKN,
Selenium, and Sodium. From this information, the Plant Available Nitrogen (PAN) will be
calculated. This sample of the Pilgrim's Pride Sanford WTP Residuals will be collected and
composited prior to being sent to a qualified laboratory that is familiar with routine environmental
sample preparation and standards.
Pilgrim's Pride Corporation will remove residual solids from one of the two alum lagoons. While
one of the lagoons is being dewatered and residual solids removed, the other lagoon will receive the
flow. After one lagoon is emptied, flow will be diverted to the recently cleaned lagoon. The other
lagoon will be allowed to settle, and effluent discharged under NPDES permit No. NC0083852.
When the solids have thickened enough, another land application event will be scheduled. It is
unlikely that both lagoons will be land applied in the same year, but dry tons have been estimated that
allows for this possibility. Additional solids samples will be collected when solids content changes in
the removed residual solids. Once a permit cycle a composite residuals solid sample will be analyzed
for TCLP.

TCLP parameters are following:
Arsenic
Hexachlorobenzene
ph for Corrosivity
Barium
Hexachloro-1,3-Butadiene
Benzene
Hexachloroethane
Flash point for ignitability
Cadmium
Lead
Carbon Tetrachloride
Lindane
Sulfides and Cyanides for reactivity
Chlordane
Mercury
1,2-Dichloroethane
Chlorobenzene
Methoxychlor
1,1-Dichloroethylene
Chloroform
Methyl Ethyl Ketone
2,4-Dinitrotoluene
Chromium
Nitrobenzene
Endrin
m-Cresol
Pentachlorophenol
Heptachlor and its Hydroxide
o-Cresol
Pyridine
Trichloroethylene
p-Cresol
Selenium
2,4,5-Trichlorophenol
Cresol
Silver
2,4,6-Trichlorophenol
2,4-D
Tetrachloroethylene
2,4,5-TP (Silvex)
1,4-Dichlorobenzene
Toxaphene
Vinyl Chloride

Residual Analytical Reports

Facility:
Source:
Location:
Contractor:
Type of Analysis:
Report No:
Date Sampled:
Date Reported:
Pilgrim's Pride WTP
Water Treatment Plant
Sanford, North Carolina
Denali Water Solutions
Water Treatment Plant
23-222-0072
8/9/2023
8/18/2023
Reporting Period: Annual 2023
Parameter
%
PPM
Dry Weight
EPA
Monthly Limits
Solids*
1.58
Nitrogen (TKN)
1.210
12,100.000
Phosphorus
0.084
844.000
Potassium
0.063
625.000
Sulfur
0.000
Calcium
0.313
3,130.000
Magnesium
0.061
614.000
Sodium
0.189
1,890.000
Iron
---
Aluminum
---
90,000.000
Manganese
---
Copper
---
85.000
1,500
Zinc
---
78.100
2,800
Ammonia Nitrogen
0.625
6,250.000
Nitrate N / Nitrite N
---
625.000
Cadmium
---
6.250
39
Chromium
---
1,200
Nickel
---
15.600
420
Lead
---
18.800
300
Arsenic
---
31.300
41
Mercury
---
11.600
17
Selenium
---
31.300
100
pH
8.000
Calcium Carbonate Eq.
0.000
Organic Nitrogen
0.585
Molybdenum
---
15.600
75
Chloride
---
Boron
Available P2O5
Specific Gravity

Pilgrim's Pride WTP
Water Treatment Plant
Sanford, North Carolina
Denali Water Solutions
Annual 2023
Date Reported: 8/18/2023 Report No: 23-222-0072
Note All Units in Pounds Per Dry Ton
Macro Nutrients Physical Characteristics
PAN Surf.
12.180
PAN Inj.
18.430
P
1.688
K
1.250
Lime
0.000
Secondary Nutrients
Calcium
6.260
Magnesium
1.228
Sodium
3.780
SAR
1.014
Chloride
0.000
Iron
0.000
Alumium
180.000
Manganese
0.000
Boron
0.000
Sulfur
0.000
Residual Nitrogen Calculation
Year Min Rate PAN #/Acre
% Solids
1.58
pH
8.000
Min Rate 40.400
Metals
Arsenic
0.063
Cadmium
0.013
Chromium
0.000
Copper
0.170
Lead
0.038
Mercury
0.023
Molybdenum
0.031
Nickel
0.031
Seleniun
0.063
Zinc
0.156
2021
2022
2023
0.40
4.68
2024
0.20
1.40
2025
0.10
0.56
2026
0.05
0.25
2027
2028
2029
2030
2031

Waypoint(2)
ANALYTICAL
8/18/2023
Branch Residuals and Soils LLC
Mr. Bob Branch
1735 Heckle Blvd
Suite 103-291
Rock Hill, SC, 29732
Ref: Analytical Testing
Lab Report Number. 23-222-0072
Client Project Description: Sanford, NC
Project #2007-66
2790 Whitten Road, Memphis, TN 38133
Main 901.213.2400 ° Fax [phone]
www.waypointanalytical.com
Dear Mr. Bob Branch:
Waypoint Analytical, LLC. received sample(s) on 8/10/2023 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. Where the laboratory was not responsible for the sampling
stage (refer to the chain of custody) results apply to the sample as received.
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 2021) and NELAC unless otherwise indicated. Any parameter
for which the laboratory is not officially NELAP accredited is indicated by a' —'symbol. These are not included in
the scope because NELAP accreditation is either not available or has not been applied for. Additional
certifications may be held/are available for parameters, where NELAP accreditation is not required or applicable.
A full list of certifications is available upon request.
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,
Connie Cook
Project Manager
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.
-llt
Page 1 of 8

Waypointo
ANALYTICAL
2790 Whitten Road, Memphis, TN 38133
Main 901.213.2400 ° Fax [phone]
www.waypointanalytical.com
Certification Summary
Laboratory ID: WP MTN: Waypoint Analytical, LLC., Memphis, TN
State
Program
Lab ID
Expiration Date
Alabama
State Program
40750
02/29/2024
Arkansas
State Program
88-0650
02/07/2024
California
State Program
2904
06/30/2024
Florida
State Program - NELAP
E871157
06/30/2024
Georgia
State Program
C044
11/14/2025
Georgia
State Program
04015
06/30/2024
Illinois
State Program - NELAP
200078
10/31/2024
Kentucky
State Program
80215
06/30/2024
Kentucky
State Program
KY90047
12/31/2023
Louisiana
State Program - NELAP
LA037
12/31/2023
Louisiana
State Program - NELAP
04015
06/30/2024
Mississippi
State Program
MS
11/14/2025
North Carolina
State Program
47701
07/31/2024
North Carolina
State Program
415
12/31/2023
Pennsylvania
State Program - NELAP
68-03195
05/31/2024
South Carolina
State Program
84002
06/30/2023
Tennessee
State Program
02027
11/14/2025
Texas
State Program - NELAP
T104704180
09/30/2023
Virginia
State Program
00106
06/30/2024
Virginia
State Program - NELAP
460181
09/14/2023
Page 1 of 1 00001:23-222-0072
Page 2 of 8

(2)
2790 Whitten Road, Memphis, TN 38133
Waypoint. Main 901.213.2400 ° Fax [phone]
ANALYTICAL www.waypointanalytical.com
Sample Summary Table
Report Number: 23-222-0072
Client Project Description: Sanford, NC
Project #2007-66
Lab No Client Sample ID
92508 PS
Matrix Date Collected Date Received
Solids 08/09/202310:35 08/10/2023
Page 3 of 8

Waypointo
ANALYTICAL
Client: Branch Residuals and Soils LLC
Project: Sanford, NC
Lab Report Number: 23-222-0072
Date: 8/17/2023
2790 Whitten Road, Memphis, TN 38133
Main 901.213.2400 0 Fax [phone]
www.waypointanalytical.com
CASE NARRATIVE
Block Digestion and FIA Method 4500NORGD-2011
Analyte: Total Kjeldahl Nitrogen
QC Batch No: L698416/L698358
Matrix spike recovery is outside of control limits. Acceptable LCS recovery indicates the system was in control,
but the reported result could be affected by matrix interference.
Metals Analysis Method 6010D
Sample 63033 (Chesterfield)
Analyte: Aluminum
QC Batch No: 1-698628/1-698102
The matrix spike and/or the matrix spike duplicate was outside quality control acceptance ranges. A dilution test
was performed and passed quality control acceptance ranges. No matrix interference is suspected.
Sample 63033 (Chesterfield)
Analyte: Potassium
QC Batch No: 1-698628/1-698102
The matrix spike and/or the matrix spike duplicate was outside quality control acceptance ranges. A dilution test
was performed and passed quality control acceptance ranges. No matrix interference is suspected.
Solids Total Mercury Analysis - CVAA Method 7471A
Sample 92740 (23-3182-0809-1)
Analyte: Mercury
QC Batch No: 1-698441/1-698222
The matrix spike and/or the matrix spike duplicate was outside quality control acceptance ranges. A post
digestion spike was performed and passed quality control acceptance ranges. No matrix interference is
suspected.
Anions by Ion Chromatography Method 9056A
Sample 92446 (Sludge)
QC Batch No: 1-698919/1-698345
The sample was diluted due to the nature of the sample matrix. Reporting limits have been adjusted accordingly.
Sample 92508 (PS)
QC Batch No: 1-698919/1-698345
The sample was diluted due to the nature of the sample matrix. Reporting limits have been adjusted accordingly.
Page 4 of 8

0 Waypoint, 2790 Whitten Road, Memphis, TN 38133
Main 901.213.2400 ° Fax [phone]
ANALYTICAL www.waypointanalytical.com
22972
Branch Residuals and Soils LLC Project Sanford, NC
Mr. Bob Branch Report Date : 08/18/2023
1735 Heckle Blvd Information : Project #2007-66 Received : 08/10/2023
Suite 103-291
Rock Hill , SC 29732
Report Number,. 23-222-0072 REPORT OFANALYSlS
Lab No : 92508
Matrix: Solids
Sample ID: PS
Sampled:
8/9/2023 10:35
Test
Results
Units
MQL
DF
Date 1 Time
By
Analytical
Analyzed
Method
Moisture
98.4
%
0.010
1
08/14/23 16:57
OR
2540G-2011
Ammonia Nitrogen
<6250
mg/Kg - dry
6250
1
08/17/23 14:30
JPJ
4500NH3C-2011
Nitrate (NO3-N)
<625
mg/Kg - dry
625
10
08/15/23 20:32
SDS
9056A
Nitrite (NO2-N)
<625
mg/Kg - dry
625
10
08/15/23 20:32
SDS
9056A
Nitrate+Nitrite-N
<625
mg/Kg - dry
625
10
08/15/23 20:32
9056A
pH
8.0
s.u.
1
08/14/2316:00
CNB
9045D
Totaf Solids
1.58
%
0.010
1
08/14/23 16:57
OR
254OG-2011
Total Volatile Solids
30.8
%
0.010
1
08/14/23 16:57
OR
2540G-2011
Total Kjeldahl Nitrogen
<12100
mg/Kg - dry
12100
1
08/14/23 13:40
ANH 4500NORGD-2011
Phosphorus
844
mg/Kg - dry
313
1
08/14/23 23:21
TJS
6010D
Aluminum
90000
mg/Kg - dry
313
1
08/14/23 23:21
TJS
6010D
Arsenic
<31.3
mg/Kg - dry
31.3
1
08/14/23 23:21
TJS
6010D
Cadmium
<6.25
mg/Kg - dry
6.25
1
08/14/23 23:21
TJS
6010D
Calcium
<3130
mg/Kg - dry
3130
1
08/14/23 23:21
TJS
6010D
Copper
85.0
mg/Kg - dry
31.3
1
08/14/23 23:21
TJS
6010D
Lead
<18.8
mg/Kg - dry
18.8
1
08/14/23 23:21
TJS
6010D
Magnesium
614
mg/Kg - dry
313
1
08/14/23 23:21
TJS
6010D
Mercury
<11.6
mg/Kg - dry
11.6
1
08/14/23 11:07
FDS
7471A
Molybdenum
<15.6
mg/Kg - dry
15.6
1
08/14/23 23:21
TJS
6010D
Nickel
<15.6
mg/Kg - dry
15.6
1
08/14/23 23:21
TJS
6010D
Potassium
<625
mg/Kg - dry
625
1
08/14/23 23:21
TJS
6010D
Selenium
<31.3
mg/Kg - dry
31.3
1
08/14/23 23:21
TJS
6010D
Sodium
1890
mg/Kg - dry
1560
1
08/14/23 23:21
T]S
6010D
Qualifiers/ DF
Dilution Factor
MQL Method Quantitation Limit
Definitions
Page 5 of 8

0 2790 Whitten Road, Memphis, TN 38133
Waypoint, Main 901.213.2400 ° Fax [phone]
ANALYTICAL www.waypointanalytical.com
22972
Branch Residuals and Soils LLC Project Sanford, NC
Mr. Bob Branch Report Date : 08/18/2023
1735 Heckle Blvd Information : Project #2007-66 Received : 08/10/2023
Suite 103-291
Rock Hill , SC 29732
Report Number :23-222-0072 REPORTOPANALYSIS
Lab No : 92508 Matrix: Solids
Sample ID : PS Sampled: 8/9/2023 10:35
Test Results Units MQL DF Date / Time By Analytical
Analyzed Method
Zinc
Qualifiers/ DF Dilution Factor
Definitions
<78.1 mg/Kg - dry 78.1 1 08/14/23 23:21 TIS 6010D
MQL Method Quantitation Limit
Page 6 of 8

Waypoint 2790 Whitten Road, Memphis, TN 38133
.2440
Main 901.213.2400 °Fax [phone]
ANALYTICAL www.waypointanalytical.com
Shipment Receipt Form
Customer Number: 22972
Customer Name: Branch Residuals and Soils LLC
Report Number: 23-222-0072
Shipping Method
Fed Ex 0 US Postal 0 Lab
• UPS 0 Client 0 Courier
Other:-
Thermometer ID:
T135
Shipping container/cooler uncompromised?
* Yes
No
Number of coolers/boxes received
F 1
Custody seals intact on shipping container/cooler?
0 Yes
0 No
0 Not Present
Custody seals intact on sample bottles?
0 Yes
0 No
Not Present
Chain of Custody (COC) present?
Yes
0 No
COC agrees with sample label(s)?
0 Yes
0 No
COC properly completed
0 Yes
0 No
Samples in proper containers?
Yes
0 No
Sample containers intact?
0 Yes
0 No
Sufficient sample volume for indicated test(s)?
0 Yes
0 No
All samples received within holding time?
Yes
0 No
Cooler temperature in compliance?
0 Yes
0 No
Cooler/Samples arrived at the laboratory on ice.
Samples were considered acceptable as cooling
process had begun.
0 Yes
0 No
Water - Sample containers properly preserved
0 Yes
0 No
NIA
Water - VOA vials free of headspace
0 Yes
0 No
N/A
Trip Blanks received with VOAs
0 Yes
0 No
0 N/A
Soil VOA method 5035 — compliance criteria met
0 Yes
0 No
N/A
High concentration container (48 hr) Low concentration EnCore samplers (48 hr)
High concentration pre -weighed (methanol -14 d) Low conc pre -weighed vials (Sod Bis -14 d)
Special precautions or instructions included?
Comments: i
Yes
0 No
Signature: Makayla Weaver Date & Time: 08/10/2023 12:31:40
Page 7 of 8

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Page 8 of 8

ropwp _. 77 Environmental Chemists, Inc.
envirochem 1 6602 Windmill Way, Wilmington, NC 28405 • 910.392.0223 Lab • 910.392.4424 Fax
710 Bowsertown Road, Manteo, NC 27954 • 252.473.5702 Lab/Fax
255-A Wilmington Highway, Jacksonville, NC 28540 • 910.347.5843 Lab/Fax
ANALYTICAL & CONSULTING CHEMISTS [e-mail]
Branch Residuals/Bob Branch
Date of Report: Oct 16, 2023
1735 Heckle Blvd Suite 103-291
Customer PO #:
Rock Hill SC 29732
Customer ID: 15060009
Attention:
Report #: 2023-21866
Project ID: Pilgrim's - Sanford
Lab ID Sample ID:
Collect Date/Time Matrix Sampled by
23-53326 Site: Pilgrim's-Sanford (Sludge) 9/20/2023
12:20 PM Solid/Sludge Bob Branch
Test
Method
Results Date Analyzed
Chlordane (TCLP)
SW-8468081 8
<0.02 mg/L
09/26/2023
Endrin (TCLP)
SW-6468081 B
<0.0005 mg/L
09/26/2023
Heptachlor (TCLP)
SW-8488081 B
<0.0005 mg/L
09/26/2023
Heptachlor epoxide (TCLP)
SW-846 80818
<0.0005 mg/L
09/26/2023
Lindane (TCLP)
SW-8468081 8
<0.0005 mg/L
09/26/2023
Methoxychlor (TCLP)
SW-8468081 8
<0.0005 mg/L
09/26/2023
Toxaphene (TCLP)
SW-846 80810
<0.05 mg/L
09/26/2023
2,4,5-TP (TCLP)
SW-846 8151 A
<0.003 mg/L
09/27/2023
2,4-D (TCLP)
SW-846 8151 A
<0.003 mg/L
09/27/2023
1,4-Dichlorobenzene (TCLP)
SW-846 8270 E
<0.050 mg/L
09/27/2023
2,4,5-Trichlorophenol (TCLP)
SW-840 8270 E
<0.050 mg/L
09/27/2023
2,4,6-Trichlorophenol (TCLP)
SW-846 8270 E
<0.050 mg/L
09/27/2023
2,4-Dinitrotoluene (TCLP)
SW-848 8270 E
<0.050 mg/L
09/27/2023
Cresol (TCLP)
SW-846 8270 E
<0.050 mg/L
09/27/2023
Hexachloro-1,3-butadiene (TCLP)
SW-846 8270 E
<0.050 mg/L
09/27/2023
Hexachlorobenzene (TCLP)
SW-846 8270 E
<0.050 mg/L
09/27/2023
Hexachloroethane (TCLP)
SW-846 8270 E
<0.050 mg/L
09/27/2023
m + p-Cresol (TCLP)
SW446 8270 E
<0.050 mg/L
09/27/2023
Nitrobenzene (TCLP)
SW-846 8270 E
<0.050 mg/L
09/27/2023
o-Cresol (TCLP)
SW-846 8270 E
<0.050 mg/L
09/27/2023
Pentachlorophenol (TCLP)
SW-846 8270 E
<0.250 mg/L
09/27/2023
Pyridine (TCLP)
SW-846 8270 E
<0.050 mg/L
09/27/2023
1,1-Dichloroethylene (TCLP)
SW-846 Method 6260D
<0.01 mg/L
09/27/2023
1,2-Dichloroethane (TCLP)
SW-a46 Method 8260D
<0.01 mg/L
09/27/2023
Benzene (TCLP)
SW-846 Method 82WD
<0.01 mg/L
09/27/2023
Carbon Tetrachloride (TCLP)
SW-846 Method 82ND
<0.01 mg/L
09/27/2023
Report # 2023-21866
Page 1 of 2

F""7 77 Environmental Chemists, Inc.
envirochem 6602 Windmill Way, Wilmington, NC 28405 • 910.392.0223 Lab • 910.392.4424 Fax
710 Bowsertown Road, Manteo, NC 27954 • 252.473.5702 Lab/Fax
255-A Wilmington Highway, Jacksonville, NC 28540 4 910.347.5843 Lab/Fax
ANALYTICAL $ CONSULTING CHEMISTS [e-mail]
Branch Residuals/Bob Branch
Date of Report: Oct 16, 2023
1735 Heckle Blvd Suite 103-291
Customer PO #:
Rock Hill SC 29732
Customer ID: 15060009
Attention:
Report #: 2023-21866
Project ID: Pilgrim's - Sanford
Chlorobenzene (TCLP)
SW-846 Method 8260D
40.01 mg/L
09/27/2023
Chloroform (TCLP)
SW-846 Method 8260D
<0.01 mg/L
09/27/2023
Methyl ethyl ketone (TCLP)
5W-846 Method 8260D
<0.05 mg/L
09/27/2023
Tetrachloroethylene (TCLP)
SW-846 Method 8260D
<0.01 mg/L
09/27/2023
Tnchloroethylene (TCLP)
SW-846 Method 8260D
<0.01 mg/L
09/27/2023
Vinyl Chloride (TCLP)
SW-846 Method 8260D
<0.01 mg/L
09/27/2023
Z61
Cyanide
SM 4500 CN D-2016
2.55 mg/kg
09/27/2023
Sulfide
SM 4500 S D-2D11
4.84 mg/kg
10/06/2023
Ignitability
SW 846 method 1010
>158 OF
09/29/2023
pH
SW 846 Method 9045D
7.80 units
10/09/2023
Resu t estimated
Analyzed out of 15 minutes hold time
TCLP Metals
Arsenic (TCLP)
EPA 200.7, Rev 4.4 1994
<1.0 mg/L
09/28/2023
Barium (TCLP)
EPA 200.7, Rev 4 4 1994
<1.0 mg/L
09/28/2023
Cadmium (TCLP)
EPA 200.7. Rev 4 4 1994
<1.0 mg/L
09/28/2023
Chromium (TCLP)
EPA 200 7. Rev 4 4 1994
<1.Omg/L
09/28/2023
Lead (TCLP)
EPA 200 7. Rev 4 4 1994
<1.0 mg/L
09/28/2023
Selenium (TCLP)
EPA 200 7, Rev 4 4, 1994
<1.0 mg/L
09/28/2023
Silver (TCLP)
EPA 200 7, Rev 4 4, 1904
<1.0 mg/L
10/03/2023
Mercury (TCLP)
EPA 2451
<0.0002 mg/L
10/04/2023
Comment:
Reviewed by:
Report # 2023-21866 Page 2 of 2

Environmental Chemist, Inc., Wilmington, NC Lab #94
6602 Windmill Way
Wilmington, NC 28405
910.392.0223
Sample Receipt Checklist
Client: �J{ a� �/h �� C� �U��� Date: 00/2
V 0 9 Report Number: 2023-
Receipt of sample:
❑ YES O NO
ECHEM Pickup PZ 'Client Delivery ❑ JUPS ❑ FedEx ❑ Other ❑
DD N/A 1. Were custody seals present on the cooler?
❑
YES
113
NO
OO N/A 2. If custody seals were present, were they intact/unbroken?
Original temperature upon receipt °C Corrected temperature upon receipt.
How temperature taken: ❑ Temperature Blank xO Against Bottles
IR Gun ID: Thomas Traceable S/N 210886869 IR Gun Correction Factor °C: 0.0
O
O
1]
YES
YES
YES
❑
❑
❑
NO
NO
NO
3. If temperature of cooler exceeded 6°C, was Project Mgr./QA notified?
4. Were proper custody procedures (relinquished/received) followed?
5. Were sample ID's listed on the COC?
©
YES
❑
NO
6. Were samples ID's listed on sample containers?
0
9
YES
YES
O
❑
NO
NO
7. Were collection date and time listed on the COC?
8. Were tests to be performed listed on the COC?
❑x
YES
❑
NO
9. Did samples arrive in proper containers for each test?
OO
YES
10. Did samples arrive in good condition for each test?
❑ NO
Ox
0
D
❑
❑
YES
YES
YES
YES
YES
❑
NO
11. Was adequate sample volume available?'
12. Were samples received within proper holding time for requested tests?
13. Were acid preserved samples received at a pH of <27
14. Were cyanide samples received at a pH >12?
15. Were sulfide samples received at a pH >9?
❑ NO
❑ NO
❑ NO
❑ NO
❑
❑
D
YES
YES
YES
❑
❑
O
NO
NO
NO
16. Were NH3/TKN/Phenol received at a chlorine residual of <0.5 m/L? **
17. Were Sulfide/Cyanide received at a chlorine residual of <0.5 m/L?
18. Were orthophosphate samples filtered in the field within 15 minutes?
" TOC/Volatiles are pH checked at time of analysis and recorded on the benchsheet.
** Bacteria samples are checked for Chlorine at time of analysis and recorded on the benchsheet.
Sample Preservation: (Must be completed for any sample(s) incorrectly preserved or with headspace)
Sample(s) were received incorrectly preserved and were adjusted accordingly
by adding (circle one): HZS04 HNO3 HCI NaOH
Time of preservation: If more than one preservative is needed, notate in comments below
Note. Notify customer service immediately for incorrectly preserved samples. Obtain a new sample or
notify the state lab if directed to analyzed by the customer Who was notified, date and time
Volatiles Sample(s) were received with headspace
COMMENTS:
DOC. QA.002 Rev 1
"C

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0
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Pilgrim's Pride WTP
Sanford, North Carolina
WQ0028653
8/l/2023
Data Analyzed 6/ 1 U/WW2-i
............ .......
.... . .....
gram..
23-43771
98
1.991
23-43772
103
2.013
23-43773
92
1.964
23-43774
97
1.987
23-43775
87
1.940
23-43776
99
1.996
23-43777
94
1.973
Totall 1 9. 6.3
Averagel
........... .........°:'::180
.
............. .............. ...........
Mean Colonies / Gram n/gram
Fecal Coliforr
Fecal Coliform values are less than 1,000 and meets the Class A pathogen
reduction requirement

envirochem
ANALYTICAL & CONSULTING CHEMISTS
Branch Residuals/Bob Branch
1735 Heckle Blvd Suite 103-291
Rock Hill SC 29732
Attention:
Lab ID Sample ID:
2343771 Site: Ps1
Environmental Chemists, Inc.
6602 Windmill Way, Wilmington, NC 28405 ' 910.392.0223 Lab ' 910.392.4424 Fax
710 Bowsertown Road, Manteo, NC 27954 ' 252.473.5702 Lab/ Fax
255-A Wilmington Highway, Jacksonville, NC 28540 ' 910.347.5843 Lab/Fax
[e-mail]
Date of Report: Aug 21, 2023
Customer PO M
Customer ID: 15060009
Report M 2023-17785
Project ID: Pilgrim's - Sanford
Collect Date/Time Matrix Sampled by
8/9/2023 10:36 AM Solid/Sludge Client
Test Method Results Date Analyzed
Total Solids (%) SM 2540 a 1.85 % 08/10/2023
Fecal Density SM 9221C E-2014 <98 MPN/g 08/09/2023
Lab ID Sample ID: Collect Date/Time Matrix Sampled by
23-43772 Site: ps2 8/9/2023 10 39 AM Solid/Sludge Client
Test Method Results Date Analyzed
Total Solids (%) SM 2540 9 1.75 % 08/10/2023
Fecal Density SM 9221C E-2014 <103 MPN/g 08/09/2023
Lab ID Sample ID: Collect Date/Time Matrix Sampled by
23-43773 Site: ps3 8/9/2023 10:42 AM Solid/Sludge Client
Test Method Results Date Analyzed
Total Solids (%) SM 2540 6 1.97 % 08/10/2023
Fecal Density SM9221C E-2014 <92 MPN/g 08/09/2023
Lab ID Sample ID: Collect Date/Time Matrix Sampled by
2343774 Site: ps4 8/9/2023 10:45 AM Solid/Sludge Client
Test Method Results Date Analyzed
Total Solids (%)
Fecal Density
Lab ID Sample ID:
23-43775 Site: ps5
SM 2540 B
SM 9221C E-2014
1.86 % 08/10/2023
<97 MPN/g 08/09/2023
Collect Date/Time Matrix Sampled by
8/9/2023 10:48 AM Solid/Sludge Client
Test Method Results Date Analyzed
Total Solids (%)
Fecal Density
SM 2540 B
SM 9221C E-2014
2.09 % 08/10/2023
<87 MPN/g 08/09/2023
Report#.. 2023-1 n8s
Page 1 of 2

[e7nvirrochem
ANALYTICAL & CONSULTING CHEMISTS
Branch Residuals/Bob Branch
1735 Heckle Blvd Suite 103-291
Rock Hill SC 29732
Attention:
Lab ID Sample ID:
23-43776 Site: ps6
Environmental Chemists, Inc.
6602 Windmill Way, Wilmington, NC 28405 ' 910.392.0223 Lab ' 910.392.4424 Fax
710 Bowsertown Road, Manteo, NC 27954 ' 252.473.5702 Lab/Fax
255-A Wilmington Highway, Jacksonville, NC 28540 ' 910.347.5843 Lab/Fax
[e-mail]
Date of Report: Aug 21, 2023
Customer PO #:
Customer ID: 15060009
Report #: 2023-17785
Project ID: Pilgrim's - Sanford
Collect DateITime
8/9/2023 10:51 AM
Matrix Sampled by
Solid/Sludge Client
Test Method Results Date Analyzed
Total Solids (%)
Fecal Density
Lab ID Sample ID:
23-43777 Site: ps7
SM 2540 B
SM9221C E-2014
1.83 % 08/10/2023
<99 MPN/g 08/09/2023
Collect Date/Time Matrix Sampled by
8/9/2023 10:54 AM Solid/Sludge Client
Test Method Results Date Analyzed
Total Solids (%)
Fecal Density
SM 2540 B
SM 9221 C E-2014
Comment:
Reviewed by: aAcL(�� S�;� in on
1.92 % 08/10/2023
<94 MPN/g 08/09/2023
Report # 2023-17785 Page 2 of 2

Environmental Chemist, Inc., Wilmington, NC Lab #94
6602 Windmill Way
Wilmington, NC 28405
910 392 022
Sample Receipt Checklist 3
Client: tAuLal5 b
Date: Report Number: _ 2023-
Receipt of sample:
❑ YES ❑ NO
jECHEM Pickup Client Delivery ❑ UPS ❑ FeclEx ❑ Other
❑
N/A
1. Were custody seals present on the cooler?
YES ❑ NO
Original temperature upo.i
N/A 2. If custody seals were present, were they intact/unbroken?
receipt "C
Corrected temperature upon rreip; C
How temperature taken: ❑ Temperature Blank lx
Against Bottles
IR Gun ID: Thomas Traceable S/N 210886869 IR Gun Correction Factor *C: 0.0
O YES
YES
❑ NO
❑
3. If temperature of cooler exceeded VC, was Project Mgr./QA notified?
©
NO
4. Were proper custody procedures (relinquished/received) followed?
YES
❑ NO
5. Were sample ID's listed on the COC?
O YES
❑ NO
6. Were samples ID's listed on sample containers?
YES
❑ NO
7. Were collection date and time listed on the COC?
O YES
❑ NO
8. Were tests to be performed listed on the COC?
❑O YES
19
❑ NO
9. Did samples arrive in proper containers for each test?
YES
❑ NO
10. Did samples arrive in good condition for each test?
91 YES
❑ NO
11. Was adequate sample volume availableT
© YES
❑
❑ NO
12. Were samples received within proper holding time for requested tests?
YES
❑
❑ NO
13. Were acid preserved samples received at a pH of <2?
YES
❑ NO
14. Were cyanide samples received at a pH >12?
❑ YES
❑ NO
15. Were sulfide samples received at a pH >9?
❑ YES
❑ YES
❑ NO
❑
16. Were NH3/TKN/Phenol received at a chlorine residual of <0.5 m/L? **
-Were
D YES
NO
❑
17 Sulfide/Cyanide received at a chlorine residual of <0.5 m/L?
NO
18. Were orthophosphate samples filtered in the field within 15 minutes?
* TOC/Volatiles are pH checked at time of analysis and recorded on the benchsheet.
** Bacteria
samples are checked for Chlorine at time of analysis and recorded on the benchsheet.
Sample Preservation:
(Must be completed for any sample(s) incorrectly
Sample(s)
preserved or with headspace)
by adding (circle one):
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Note: Notify customer service immediately for incorrectly preserved samples. obtain
a new sample or
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Volatiles Sample(s)
were received with headspace
COMMENTS:
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SECTION III
MANAGEMENT PLAN

Pilgrim's Pride Corporation produces alum residual solids from its Sanford, North Carolina Water
Treatment Plant (WTP) facility as a by-product of the generation of potable water. These residual
solids are water plant residuals and do not contain any domestic contributions and not subject to 40
CFR Part 503 regulation. This is a renewal of the current permit and the permitted amount to be
distributed will remain at 300 dry tons annually. The residual solids will be applied as is with no
mixing of other materials needed. The alum solids will remain in the current lagoons until land
application activities are scheduled to begin; at which time they will be transported directly from the
WTP to the application site, where they will be land applied. These residual solids are currently
applied to land on the facility that are not permitted for other activities that meet the setbacks and
restrictions. In the future, these residual solids may be land applied to local landowners.
Pilgrim's Pride or it's assigned representative will identify local landowners and/or other on facility
property as receiver sites. Application made to all sites will be based on the ability of the crop and
the land to properly assimilate the residual solids. Hydraulic loading rate of the application rate,
percent solids of the residuals applied, and the type and thickness of the vegetative cover will be the
determining factors. Nitrogen needs of the crop to be grown on the receiver sites will be considered
for these rates as well; however, this will be of a secondary nature due to the low nutrient content of
these residuals.

Overview of Process and Residual Solids Handling

Overview of Process and Residual Solids Handling
The Pilgrim's Pride Corporation Sanford facility Water Treatment Plant (WTP) (PWSID:03-35-130)
is located at 484 Zimmerman Road in Lee County. The WTP is a 1.5 million gallon per day (MGD)
package plant that serves the Pilgrim's Pride Poultry Plant.
The WTP draws its raw water from the Deep River as seen in the attached drawing. This water is
pumped from the river approximately 3,000 linear feet to the raw water reservoir. Water is draws
from the reservoir to the WTP where it is treated with alum and polymer then directed into the
clarifiers for flocculation. Once flocculation has occurred, the treated water is sent to the sand filters
where it is injected with chlorine and passed to the clear well for storage. Residual solids from the
clarifiers and sand filter backwash are sent to two (2) 0.5-million gallon lagoons.
When the solids get sufficiently high, a land application event will be planned. These solids are land
applied every 1 to 2 years. Prior to each land application event, appropriate residual solids samples
will be collected and sent to a qualified lab.

Distribution Methods for Reuse

Distribution Methods for Reuse
The product will be given away to local landowners who desire the material as a soil amendment
or used on the grounds of the current facility. The amount of material produced annually is
estimated to be 150 dry tons, depending on weather conditions and water usage needs of the
surrounding industries. Because of cleanout schedules, the amount to be land applied is estimated
to be about 300 dry tons, the amount likely found in one, if not both, of the two lagoons.
Pilgrim's Pride Sanford WTP Residuals will be distributed to local farmers or land applied on to
Pilgrim's Pride Sanford facility that meets buffer and site restrictions and is not permitted for other
activities already. Application rates will be set based on the requirements below.

Transportation and Logistics

Transportation and Logistics
Pilgrim's Pride Sanford WTP Residuals will be removed from the sludge lagoons and transported to
the application sites in sealed tanker trucks. Trucks will travel on major traffic routes to the
application sites. If the sites are close enough to the lagoons, these residuals may be loaded directly
on to a pull behind applicator and transported over highways to the application sites.
Individuals, agencies, or companies wishing to receive the Pilgrim's Pride Sanford WTP Residuals
will be issued a product information sheet, the most recent copy of the analytical information, and
Product Receipt Form. The product information sheet will specify the buffer requirements of the
Pilgrim's Pride Sanford WTP Residuals as well as application restrictions. The Product Receipt Form
will document:
• Amount of Pilgrim's Pride Sanford WTP Residuals received,
• The name, address and telephone number of the person who prepared the residuals,
• The name, address and telephone number of the person distributing/land applying the
residuals,
• A description of the source or process by which the residuals are generated,
• A summary of the results from the most recent residuals sampling event,
• A summary of the volume of residuals distributed/land applied per acre,
• A summary of the nutrients land applied per acre, and
• A list of recommendations to the recipient of the residual regarding field use, soil testing,
pH adjustment, and other relevant agronomic information.
Both the Product Label and the Product Receipt Form will be required to ensure receipt of this
information and for the removal volume. Copies of this information will be retained by Pilgrim's
Pride Sanford and will be available for review upon request.
Both the land applier (if different from the site receiver) and the site receiver will be instructed as to
the proper use of this material as listed below:
• Applications should be made in accordance with approved application standards.

• Application shall not be made to land that is flooded, frozen, or snow covered.
• Application rates should be monitored to prevent runoff from the application site or to any
surface water.
• Buffer or "no application" zones as described in the approved permit and Product
Information Sheet.
• Applications must not be applied so thick as to cover and smother existing vegetation.

Monitoring and Recordkeeping

Monitoring and Recordkeeping
The Pilgrim's Pride Sanford facility requests that the WTP Residuals be monitored annually for
residuals analysis. A set of seven (7) fecal analyses will be performed prior to each distribution event.
A TCLP analysis will be performed once per permit cycle. The Pilgrim's Pride Sanford WTP
Residuals samples will be collected and delivered to a laboratory qualified to analyze residual solids
and that is familiar with routine environmental sample preparation and standards.
Records pertinent to the successful management of the land applications program will be maintained
for the benefit of the farm operator, DWQ, land applicator, and permittee. These records will contain
at a minimum:
• Source of the residuals.
• Date of the residual application,
• Information regarding the location of the residual application (i.e. field owner name, address,
and telephone number, approximate field location, and field number)
• Method of application,
• Weather conditions,
• Soil conditions,
• Type of crop or crops to be grown on the field,
• Volume or weight of residuals applied to the field,
• Annual totals of dry tons per acre of residuals, annual pounds of plant available nitrogen, and
annual pounds of phosphorus applied to the field.

Each year an annual summary of the activities of the program will be prepared and delivered
to the appropriate agencies and participants on or before the 1 st of March. The annual
summary will include:
A) Source of the Pilgrim's Pride Sanford WTP Residuals
B) Volume/Weight of the Pilgrim's Pride Sanford WTP Residuals
C) Name of the Pilgrim's Pride Sanford WTP Residuals receiver
D) Intended use(s) of the Pilgrim's Pride Sanford WTP Residuals
E) Volume/Weight of other Amendments or Bulking Agents
H) Annual totals of dry tons/acre of the Pilgrim's Pride Sanford WTP Residuals,
pounds of plant available nitrogen (PAN), phosphorus, and lime applied
distributed.
2. Annually an event nutrient and metal analyses of. Aluminum, Ammonia, Arsenic,
Cadmium, Calcium, Copper, Lead, Magnesium, Mercury, Molybdenum, Nickel,
Nitrate -Nitrite, Zinc, % Total Solids, pH, Phosphorus, Potassium, TKN, Selenium, and
Sodium will be collected and analyzed by a qualified laboratory. From this information,
the Plant Available Nitrogen (PAN) will be calculated. If land application occurs at a
frequency of less than annually, nutrient and metal analyses will be required for each
distribution event.
3. Once a permit cycle a Toxicity Characteristics Leaching Procedure (TCLP) analysis with
ignitability, reactivity, and corrosivity of the Pilgrim's Pride Sanford WTP Residuals
will be collected and analyzed by a qualified laboratory. If land application occurs at a
frequency of less than annually, a TCLP analysis with ignitability, reactivity, and
corrosivity will be required for each distribution event.

Leachate Collection

Leachate Collection
No provision is made for leachate collection since the residuals are not designed to undergo any
mixing with other products other than itself. These residuals are expected to remain in the lagoons
in -place and not be removed until the time of application.

SECTION IV
PILGRIM'S PRIDE SANFORD WTP RESIDUALS LABEL
AND PRODUCT INFORMATION SHEET

The Pilgrim's Pride Sanford WTP Residuals Label
Produced By Preparer
Pilgrim's Pride Sanford Tina Pedley [phone]
Water Treatment Plant 484 Zimmerman Road
Sanford, North Carolina 27330 Sanford, North Carolina 27330
For information on this product contact Pilgrim's Pride Sanford facility at [phone]
The Pilgrim's Pride Sanford WTP Residuals are the settled fraction of the preparation of drinking
water and process water for the Pilgrim's Pride facility in Sanford, North Carolina. The generated
residuals contain the filtered or settled sediments of the raw water collected from Deep Creek and the
chemical coagulation and treatment processes that covert raw water to drinking water. Pilgrim's
Pride Sanford WTP Residuals are an exceptional quality residual solid that is permitted for bulk
distribution.
Provisions for Application
Application of Pilgrim's Pride Sanford WTP Residuals are prohibited except in accordance with
the provisions specified in the Application Information Sheet. Application must conform to standards
identified in Permit WQ0028653 and include but are not limited to:
Maximum slope for the land application of these residuals is 10 % for surface applications and 18%
for subsurface applications.
Buffer Items
Distance
(feet)
Public or private water supply source
100
Surface waters such as intermittent and perennial streams, periennial wasterbodies and wetlands
100
Surface water diversions such as ephemeral streams, waterways and ditches
25
Groundwater lowering ditches where the botton of the ditch intersects the seasonal high water table
25
Each well with the exception of monitoring wells
100
Bedrock outcrops
25

Application Information Sheet
1. The Pilgrim's Pride Sanford WTP Residuals is designed for use as a soil conditioner. Applications of
Pilgrim's Pride Sanford WTP Residuals should be made in accordance with approved application
standards and WQ0028653 permit conditions.
2. Pilgrim's Pride Sanford WTP Residuals shall not be applied to flooded, frozen, or snow-covered
areas.
3. Application and storage of Pilgrim's Pride Sanford WTP Residuals must be conducted in such a way
as to prevent runoff from the application site to any surface water.
4. Applications of Pilgrim's Pride Sanford WTP Residuals must not be applied so thick as to cover
existing vegetation. Application that is made to sites with less than 50 percent ground cover should be
incorporated.
5. Applications of Pilgrim's Pride Sanford WTP Residuals shall be applied uniformly at a rate equal to
or less than the hydraulic rate for the site and the soils, the ability to smother the currently growing crop, or the
agronomic rate of the crop as specified by the permit and most recent residuals analysis; whichever is most
limiting.
6. An acceptable soil pH (greater than 6.0) for proper crop growth and to prevent aluminum/iron toxicity of the
growing crops shall be maintained on the receiver site. The soil pH should be verified annually with a soil sample
with recommendations. These recommendations should be followed as they relate to optimal crop growth,
monitoring and adjustment of the exchangeable sodium percentage, potential for calcium and magnesium
deficiency, as well as other relevant agronomic information. Additional fertilizer, lime, or other nutrients may
need to be added as directed by the soil sample results.
7. Applications and loading rates of Pilgrim's Pride Sanford WTP Residuals shall be applied at rates
that comply with realistic yield expectations based on the soil series and crops found at:
http://nutrients.soil.ncsu.edu/yields/
Pilgrim's Pride Sanford WTP Residuals
Approximately Contains:
2.0 % Solids (Past History) 1.58% Current Analysis
12.18 lbs. Surface Plant Available Nitrogen / Dry Ton
1.70 lbs. Phosphorus / Dry Ton
1.25 lbs. Potassium / Dry Ton
See Pilgrim's Pride Sanford WTP for a copy of the most recent residuals analysis and loading
rates.
Pilgrim's Pride Sanford WTP will provide you a copy of the nutrients that were actually applied
per acre to individual fields. An example of this type of form is attached.

SECTION V
SPILL CONTROL PLAN

Spill Control Plan
Project: Pilgrim's Pride Sanford Alum Distribution
IN THE UNLIKELY EVENT OF A SPILL, THE FOLLOWING ACTIONS
SHALL BE IMMEDIATELY TAKEN:
1. MANAGEMENT OF CLEAN UP ACTIVITIES: The Land Applier shall take
immediate charge and initiate cleanup activities. Pilgrim's and the land application company's
labor and equipment are to be utilized. In the event additional labor and equipment are
required, assistance shall be requested from the Environmental Manager as necessary.
The Environmental Manger or their assigned shall also communicate with the public
on scene, answering questions and advising of the clean-up activities.
2. HALT SOURCE OF SPILL: Such as ruptured container or damaged transport unit
3. FORM A BARRIER: Sufficient quantities of straw shall be used for such purposes. Earthen
barriers may be constructed to augment the straw bale containment area. The Land Applier
coordinating with the Land Application ORC or the person in charge on the spill site will advise the
cleanup personnel where to get the straw, lime and other items necessary to complete the cleanup
operations, ie. local farmers, farm supply center, nursery, etc.
4. CLEANUP: Employ front end loaders, vacuum equipment, sludge application equipment, and/or
septic tank service to remove as much of the spilled material as possible. Straw and/or sand should
be scattered in the spill area to soak up the remaining material. The straw and soaked material will
be collected and remove to a disposal area approved by representatives of the state regulatory
agency.
5. FINAL CLEANUP: Employ rotary brush sweeper if needed, and apply lime to the spill area
upon the approval of the cleanup efforts by the state regulatory representative. If the event occurs
on private property, the cleanup will be completed to the satisfaction of the property owner and
state representatives. The goal will be to restore the spill area to its original condition if possible.
6. Notification: As soon as possible after the spill occurs the Land Applier will notify the
Environmental Manger and the Land Application ORC or his backup if the ORC is
unavailable. Tile ORC or backup will be responsible for notifying the individuals on the
notification list.
7. Reporting: The Land Application ORC or Environmental Manager will notify the Regional Office
of the NCDEQ by telephone as soon as possible, but not more than 24 hours, or the next working day
following the occurrence. The Land Application ORC or his backup shall provide a written
report within 48 hours of the spill to the Environmental Manager (or appropriate project
personnel). The report shall list all relative information and actions taken. A written report to the
appropriate regional office of the NCDEQ will be filed within 5 days of the occurrence.
* SEE NEXT PAGE FOR NOTIFICATION LIST.

Spill Control Plan
Notification List
Role
Name
Company
Phone
Number
Land Applier
Todd
Bontem t
Denali Water
501.909-1464
Land Application ORC
Bob Branch
Branch Residuals & Soils
336.312-9007
Environmental Manager
Tina Pedley
Pil im's Pride Sanford
919.498-4471
Environmental Superintendent /
WTP ORC
Dennis
Sumpter
Pil i 's Pride Sanford
919.478-2053
WTP Lead Operator
Steve Evans
Pil m's Pride Sanford
919.5935-1502
Local Police Fire, Emergencies
911
WTP Operator Office
Pil 'm's Pride Sanford
919.895-3465
Field Maintenance
Al
Murchinson
Pil m's Pride Sanford
910.261-2411
-NCDEQ Raleigh Regional Office
919-791-4200
State of NC Warning Point
800.662-7956

SECTION VI
PILGRIM'S PRIDE SANFORD WATER PLANT RESIDUALS RECEIPT FORM

PILGRIM'S PRIDE SANFORD WTP RESIDUALS RECEIPT FORM
I, (printed name) have received
gallons/Wet tons of Pilgrim's Pride Sanford WTP Residuals, Pilgrim's Pride Sanford WTP
Residuals product label, and a copy of the most recent analysis of the product. I have read these
documents and agree to adhere to the directions specified on the Application Information Sheet
and the Product Label.
Signature of Receiver Date of Receipt

SECTION VII
APPLICATION RATES

APPLICATION RATES
Once samples are collected for analytical, private land owners may contact Pilgrim's Pride Sanford
to initiate an application or field are selected on the facility itself. Based on the acreage of the land to
receive the residual solids, the percent solids, the height of the vegetation of the crop, and the type of
crop, application rates will be calculated. It will be the responsibility of the land owner or the facility
to indicate the type of crop to be grown and the size of the field to have the residuals distributed.
A mixed composite sample of the residuals to be land applied from Pilgrim's Pride Sanford WTP will
be collected prior to distribution efforts so that application rates for the crops can be set. Prior to the
distribution event, the fields scheduled to receive Pilgrim's Pride Sanford WTP Residuals will be
reviewed to insure the crop has been identified correctly and the field size is correct. Application
rates will be determined based on the solids content of the residuals, the height of the crop on the
receiver site, smothering potential of the crop, and nitrogen needs of the crop to be grown. During
the residual removal process, the solids of the residuals will be determined. If these soils are
significantly different from the original sample collected, the new solids content will be utilized to
further fine-tune application rates. Additional percent solid samples will be collected if the solids
content of the removed residuals changes.
Application rates will be limited based either:
• the initial hydraulic rate of the site and soils,
• the residuals smothering the currently growing crop, or
• the agronomic rate of the crop as specified by realistic yield expectations based on the soil
series and crops found at: http://nutrients.soil.ncsu.edu/yields/
whichever of these three factors is most limiting. Based on my knowledge of potential receiver sites,
the initial hydraulic loading rates for the soils should be no more than 27,000 gallons per acre per day
or 25 wet tons per acre, but may be less than that depending on slope, cover, soil assimilation.
Application should not occur at a rate that the residuals may experience runoff from the receiver site.
Re -application of sites will be based on these same factors. If there are questions concerning an
individual application rate for a receiver site, consult a licensed soil scientist.

SECTION VIII
OPERATION AND MAINTENANCE PLAN

Operations and Maintenance Plan
Pilg_rim's Pride Corporation- Sanford Distribution Permit
The Land Application ORC (or Backup ORC if ORC is unavailable) shall oversee the
following items as it relates to the current land application program:
• Collection of Residual Solids Samples (See Attached Sampling Plan),
• TCLP Samples (See Attached Sampling Plan),
• Pathogen reduction samples (See Attached Sampling Plan),
• Collection of Nutrient and Metal analyses,
• Record keeping regarding disbursement & location of material spread,
• Collection of Soil Samples,
• Providing the rates to be spread based on the most recent analysis, and
• Buffering of the Land application fields.
As WTP ORC for this facility under 40 CFR Part 503 - Being the individual that is familiar with
the routine operation of this facility which includes:
• Insuring solids are ready for land application,
• .Insuring solids have undergone proper treatment,
• Proper operation of treatment units,
• Proper operation of sludge holding units,
• Proper maintenance of treatment and storage units, and
• Notification of state and land appliers of abnonnal conditions.
The Land Applier shall oversee:
• Spreading Materials at Rates Given for Field. Crop & Soil,
• Calibrating Spreader,
• Inspections and Inspection log, and
• Spill Response.
The Environmental Manager or Superintendent shall oversee:
• Maintaining the fields and vegetative cover in adequate condition,
• Coordinating all activities (sampling, land application, crop removal, lime addition),
• Keeping logs of applications and all activities, and
• Spill Response.
Both the WTP ORC and Land Applier will complete the aforementioned responsibilities before
the commencement of each land application event. In the event that an area of noncompliance
is observed, the NCDEQ Raleigh office will be contacted. The Inspections should be
performed in the field at the beginning of every land application event, with every change in
loading rate, and post application event for run off. An additional inspection will be
perfonmed. If rain occurs after the application event and before the residuals have had time
to desiccate (typically 3 - 5 days). Each field will be inspected pre and post with each
application event. The frequency of inspections will depend on the frequency of application
events.
Following is the RSC Sampling Plan which is included as part of the Operations and Maintenance
Plan. I

Operation and Maintenance Plan
Pilgrim's Pride Corporation Sanford
Title
Name
Office Phone
Cell Phone
Environmental Manager
Tina Pedley
919.895-3457
919.498-4471
Land Application ORC
Bob Branch
336.312-9007
Environmental Superintendent WTP
ORC
Dennis Sumpter
91.9.478-2053
WTP Lead Operator
Steve Evans
919.895-3465
91.9.935-1502
Land Applier
Todd Bontempt
501.909-1464
Last Date Modified
Name
Signature
30-Nov-23
Robert T. Branch