WQ0034468_Renewal Application_20201109

Initial Review
Reviewer Thornburg, Nathaniel
Is this submittal an application? (Excluding additional information.)*
r Yes r No
Permit Number (IR)* WQ0034468
Applicant/Permittee Brunswick County
Applicant/Permittee Address Post Office Box 249; Bolivia, N.C. 28422
Is the owner in BIMS? r Yes r No Is the facility in BIMS? r Yes r No
Owner Type County
Facility Name Brunswick County DCAR
County Brunswick
Fee Category Major Fee Amount $0
Is this a complete
application?*
r Yes r No Complete App Date 11/09/2020
Signature Authority
Signature Authority Title
Signature Authority Email
Document Type (if non -application)
Email Notifications
Does this need review bythe hydrogeologist?* r Yes r No
Regional Office
CO Reviewer
Admin Reviewer
Below list any additional email address that need notification about a new project.
Email Address
Comments to be added to email notfication
Comments for Kendall
Comments for RO

Comments for Reviewer
Comments for Applicant

Submittal Form
Project Contact Information
Rease provide information on the person to be contacted by N B Staff regarding electibnittal, confirmation of receipt, other
.......................................................... electronic surece, aner correspondence.
_ -
Name * Rob Willcox
Email Address*
[e-mail]
Project Information
........ .....................................................................................................................................................
Application/Document Type* r New (Fee Req ui red)
r Modification - Major (Fee Required)
r Renewal with Major Modification (Fee
Required)
r Annual Report
r Additional Information
r Other
Phone Number*
3363399128
O Modification - Minor
G Renewal
C GW-59, NDMR, NDMLR, NDAR-1,
NDAR-2
r Residual Annual Report
r 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://edocs.deq.nc.gov/Forms/NonDischarge_Monitoring_Report
Permit Type:*
r Wastewater Irrigation
r High -Rate Infiltration
r Other Wastewater
r Reclaimed Water
r Closed -Loop Recycle
r Residuals
r Single -Family Residence Wastewater
r Other
Irrigation
Permit Number:*
WQ0034468
Fbs Current Existing pernit number
Applicant/Permittee*
Brunswick County
Applicant/Permittee Address*
Post Office Box249; Bolivia, N.C. 28422
Facility Name *
Brunswick County DCAR
Please provide comments/notes
on your current submittal below.
Permit Renewal - WQ0034468 - Renewal Only (No fee)
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 Rans, Spec'rfications, Calculations, Rc.)
Renewal of Distribution of Class A Residuals WQ0034468
42.68MB
(November 2020).pdf
upload only 1 RCFdocurrent (less than 250 M3). Multiple docurrents rrust be combined into one R7Ffile unless file is larger than
upload linit.
* V 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 *
� k�w

Submission Date 11-9-20
Is filled in autorratically once subrritted.

APPLICATION FOR PERMIT RENEWAL
DISTRIBUTION OF CLASS A RESIDUALS
BRUNSWICK COUNTY
NON -DISCHARGE PERMIT NO. W00034468
WMSS Project No. 15-04, Phase: 11
Prepared for:
Brunswick County — Public Utilities
Post Office Box 249
Bolivia, North Carolina 28422
Prepared by:
Willcox & Mabe Soil Solutions, PLLC
7231B Summerfield Road
Summerfield, North Carolina 27358
willcox&mabe
SOIL SOLUTIONS
November 2020

November 5, 2020
NCDEQ/DWR
Water Quality Permitting Section
Non -Discharge Branch
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
Attention: Non -Discharge Branch
Reference: Application for Permit Renewal
Distribution of Class A Residuals — Permit No. WQO034468
• Northeast Brunswick Regional WWTP
• West Brunswick Regional WWTP
• Beaver Dam Creek WTP
WMSS Project No. 15-04, Phase: 11
Non -Discharge Branch:
Willcox & Mabe Soil Solutions, PLLC (WMSS) is submitting the enclosed Distribution of
Class A Residuals permit renewal application for Brunswick County on behalf of
Brunswick County. The application package includes information for renewal of the
following sources:
Northeast Brunswick Regional WWTP — 1,000 dry tons,
West Brunswick Regional WWTP — 1,000 dry tons,
Beaver Dam Creek WTP — 3,500 dry tons.
If there is any further information required or questions regarding this application please do
not hesitate to contact Brunswick County, Mr. Tim Webb at [phone] or WMSS at
336-339-9128 for further assistance.
Sincerely,
Willcox & Mabe Soil Solutions, PLLC
Martin Mabe
Partner / Agronomist
cc: Brunswick County
Rob Willcox, L.S.S.
Partner / Soil Scientist
Shared\WMSS Projects\2015\15-04 Brunswick County\Phase 11 - 2020 Class A Permit Renewal\Renewal of Distribution
of Class A Residuals Application Package (October 2020).doc

TABLE OF CONTENTS
APPENDIX TITLE
I DISTRIBUTION OF CLASS A RESIDUALS
APPLICATION FORM
(FORM: DCAR 06-16)
OPERATION AND MAINTENANCE PLAN (RENEWAL)
II FORM DCAR 06-16 (ITEM D. - PROGRAM INFORMATION)
• NORTHEAST BRUNSWICK REGIONAL WWTP
• WEST BRUNSWICK REGIONAL WWTP
• BEAVER DAM CREEK WTP
III RESIDUALS SOURCE CERTIFICATION
APPLICATION FORM
• NORTHEAST BRUNSWICK REGIONAL WWTP
(FORM: RSC 06-16)
IV RESIDUALS SOURCE CERTIFICATION
APPLICATION FORM
• WEST BRUNSWICK REGIONAL WWTP
(FORM: RSC 06-16)
V RESIDUALS SOURCE CERTIFICATION
APPLICATION FORM
• BEAVER DAM CREEK WTP
(FORM: RSC 06-16)

APPENDIX I
DISTRIBUTION OF CLASS A RESIDUALS
APPLICATION FORM
(FORM: DCAR 06-16)
OPERATION AND MAINTENANCE PLAN (RENEWAL)

DISTRIBUTION OF CLASS A RESIDUALS
APPLICATION FORM
(FORM: DCAR 06-16)

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 Permitting 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 .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) RENEWAL — N/A
❑ Submit a check, money order or electronic funds transfer made payable to: North Carolina Department of Environmental
Quality (NCDEQ).
Facility Classification
New Permit I Major Modification'
Major (residuals permitted for distribution > 3,000 dry tons/year) F $1,310 $395
Minor (residuals permitted for distribution < 3,000 dry tons/year) 1 $810
$245
' - 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) (APPENDIX II)
❑ 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) (N/A)
❑ 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 .I 108(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) (N/A)
❑ Submit all design calculations that have been signed, sealed, and dated by a NC Professional Engineer per 15A NCAC 02T
.1104(a).
G. Environmental Assessments (May be Required — See 15A NCAC 1C .0300) (N/A)
❑ 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) (APPENDIX I)
❑ 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: By Courier/Special Delivery:
1617 MAIL SERVICE CENTER 512 N. SALISBURY STREET
RALEIGH, NORTH CAROLINA 27699-1617 RALEIGH, NORTH CAROLINA 27604
TELEPHONE NUMBER: [phone] 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
L APPLICANT INFORMATION:
1. Applicant's name: Brunswick County
Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
Federal ❑ State ❑ Municipal ® County
Signature authority's name per 15A NCAC 02T .0106: Donald B. Dixon Title: Deputy Director
Applicant's mailing address: Post Office Box 249
City: Bolivia State: N.C. Zip: 28422
Telephone number: [phone] Email Address: donald.dixongbrunswickcolMnc.gov
2. Consultant's name: Rob Willcox, LSS License Number (for P.E.): N/A
Affiliation: ❑ On Staff E Retained (Firm: Willcox & Mahe Soil Solutions, PLLC)
Consultant's mailing address: 7231B Summerfield Road
City: Suminerfield State: N.C. Zip: 27358
Telephone number: [phone] Email Address: rob&willcoxmabesoil.com
3. Fee submitted: $0.00 (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: W00034468
Date of most -recently issued permit: May 6, 2016
Date of most -recently certified Attachment A (if different than the permit): December 23, 2019
III. FACILITY INFORMATION:
1. Name of residuals processing facility: Northeast Brunswick WWTP, West Brunswick Regional WWTP, Beaver Dam WTP
City: NE —Leland, West —Supply, Beaver Dam -Supply State: N.C. Zip: -
Coordinates: NE Latitude: 34' 16' 17" Longitude: 78° 00' 20"
Coordinates: West Latitude: 34° 01' 39" Longitude: 78' 16' 22"
Coordinates: Beaver Dam Latitude: 33' 57' 35" Longitude: 78° 04' 56"
Datum: NAD 83 Level of accuracy: nearest second
Method of measurement: MAP
County where facility is located: Brunswick
2. Facility contact (person familiar with residuals preparation):
Name: Tim Webb Title: Wastewater Superintendent
Mailing address: Post Office Box 249
City: Bolivia State: N.C. Zip: 28422
Telephone number. [phone] E-mail address: tim.webbnae brmswickcountync.gov
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: > 30 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:
1. Specify how these residuals will be distributed:
❑ sold or given away in bags or other containers; ❑ lawn (bulk); ❑ home garden (bulk);
® other (explain); Land applied as a liquid or cake residual
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
Der 1.0 dry ton of residuals (dry ton)
N/A
3. Approximate amounts of the residuals received and processed at the facility: NE-1.000: West 1.000. Beaver Dam-3.500 dry
tons per year.
4. Approximate amounts of the final product (processed residuals) to be distributed: NE-1.000: West 1.000. Beaver Dam-3.500
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): NE-(2) Post-ATAD Tanks, 375,000 Total, West-(2) 238,000 WAS Tanks,
(4) ATAD Tanks-24,000 each. (1) ATAD Storage Tank-450.000: Beaver Dam -Drying Beds & Lagoon, all sources >30 days
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: N/A
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.
En
RSC 06-16.doc
(APPENDIX III)
FORM: DCAR 06-16 Page 2 of 3

Professional Engineer's Certification: (Application Involving New or Changes to Treatment or Storage Units)
I, A , attest that this application for
has been reviewed by me and is accurate and complete to the best of my 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 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 ❑ No, Explain;
I, Donald B. Dixon Deputy Director
(Signature Authority's Name PLEASE PRINT) (Title)
attest that this application for Renewal of Brunswick County Distribution of Class A Residuals Permit No. WO0034468
(Facility Name)
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 § 143-215.6B, 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: �--1-�` �S . Date: ti s Zv
FORM: DCAR 06- l6 Page 3 of 3

OPERATION AND MAINTENANCE PLAN (RENEWAL)

OPERATION AND MAINTENANCE PLAN
Brunswick County Public Utilities
Non -Discharge Permit No. WQ0034468
DISTRIBUTION OF CLASS A BIOSOLIDS / RESIDUALS
Northeast Brunswick Regional WWTP
West Brunswick Regional WWTP
Beaver Dam Creek WTP
Class A Biosolids / Residuals Description and Overview
The purpose of the Brunswick County Public Utilities Operation and Maintenance Plan is
to put into place a plan that implements the requirements of North Carolina Department
of Environmental Quality (NCDEQ) — Division of Water Resources (DWR) Distribution
of Class A Residuals Permit (WQ0034468).
I. Operational Functions
The operational functions of this program involve hauling biosolids / residuals from the
respective WWTP's and WTP's and land applying in accordance with regulatory
requirements. Biosolids / residuals will be land applied at or below agronomic rates that
are determined using the Realistic Yield Expectations (RYE) as outlined in the permit.
The current land application contractor will also account for any nutrient sources the
landowner/lessee has applied. Source(s) may be land applied as either a liquid or cake
material utilizing either pumper trucks, vacuum trucks, tractor trailer, tractor and cake
spreader and/or tractor and pull tank. Whichever method is utilized to land apply the
biosolids / residuals, the current land application contractor will spread evenly and at
consistent rates. Biosolids / residuals will be land applied on fields that are used for hay
production, grazing, or row crop production harvested for animal feed. In the case where
biosolids / residuals are land applied on fields utilized for grazing, applications rates will
be reduced by 25% in accordance with USDA-NRCS 590 Nutrient Management
Standards. Grazed fields will be determined by the current land application contractors
manager on site.
II. Maintenance Schedules
The Brunswick County Public Utilities staff is responsible for maintenance of the
facilities and equipment at the respective WWTP's. The current land application
contractor is responsible for maintenance of the equipment associated with the land
application program. Maintenance schedules are as follows:
• Preventive maintenance is performed throughout the plant site.
9 Oiling/greasing gear boxes on moving parts.

Operation and Maintenance Plan
Brunswick County Public Utilities - Class A Biosolids / Residuals Permit No. W00034468
• Check belts for tightness.
III. Safety Measures
Safety plans and training are the responsibility of the personnel associated with the land
application program. All employees involved with the land application program will be
required to comply with safety plans and training as applicable to the Class A Distribution
Permit.
Land application program employees shall be trained, as appropriate, in general
awareness for the protection of water and pollution prevention general practices. This
training will be provided as part of a new employee orientation program or as part of
ongoing environmental awareness training. General refresher training for those
employees involved will be provided in accordance with applicable regulatory or permit
requirements.
IV. Spill Response Plan
Includes the following:
• Spill Control Plan (Attached),
• Spill Prevention Plan (Attached),
• Spill Control, Containment and Cleanup Plan (Attached).
V. Inspection Plan
Names and/or titles of personnel responsible for conducting the inspections:
Michael Garrity - West Brunswick Regional WWTP - ORC
Matt Henry - Northeast Brunswick WWTP — ORC
Jeremy Sexton - Beaver Dam Creek WTP— ORC
The Operator in Responsible Charge (ORC) of the WWTP and WTP facilities are
responsible for the daily operations at the designated facilities. The land application
ORC or personnel under the direct supervision of the ORC has responsibilities to include
inspections land application sites / activities (when land application is scheduled). The
land application ORC will maintain daily record keeping logs of land application
activities, inspections of field applications equipment and maintenance, loading
operation, roads, crops, crop maintenance and harvesting practices. All daily record
keeping logs will be coordinated with the ORC at the end of each day.
In the event that a noncompliance event is observed during any inspection, the ORC of
the WWTP will be immediately notified. The ORC will determine the course of action to
be taken in order to rectify the noncompliance issue. NCDEQ will be notified as soon as

Operation and Maintenance Plan
Brunswick County Public Utilities - Class A Biosolids / Residuals Permit No. W00034468
possible, but in no case more than 24 hours or on the next working day following the
occurrence or first knowledge of the occurrence.
At a minimum, these inspections will consist of the following
• Verify that a biosolids / residuals analysis has been collected prior to land
application activities being performed and that it meets the criteria for land
application.
• Verify that pathogen and vector attraction reduction data (if applicable) has been
collected for the source to be land applied and that it meets the criteria for land
application.
• Verify the crop that is planted or is to be planted on the respective field(s).
• Confirm that the correct amount of biosolids / residuals are being land applied.
• Confirm that manned equipment has a copy of the permit and the operations and
maintenance plan.
• Check that the field has been properly flagged and that buffers are adhered to.
• Check that proper signage is posted.
• Confirm that records are turned in at the end of each business day.
Inspections will also be conducted by the respective employees of the biosolids /
residuals generating facilities (at the source generating facility). The land application
contractor will not be responsible for inspections at the source generating facilities.
These inspections should be conducted by the respective ORC of each facility and
should fall under their own Operations and Maintenance Plans.
VI. Sampling and Monitoring Plan
The respective WWTP's / WTP's Class A Biosolids / Residuals will be monitored to
confirm compliance with conditions in Non -Discharge Permit No. WQ0034468 to
include:
• Toxicity Characteristics Leaching Procedure (TCLP),
• Reactivity, Ignitability and Corrosivity,
• 15A NCAC 02T .1105 Pollutant Limits and nutrient analysis,
• Pathogen and Vector Attraction Reduction requirements (if applicable),
• Annual Representative Soil Analysis of each field which receives land application
during each respective year.
• Any other applicable Permit conditions.
All sampling and monitoring shall be performed in accordance with the current Permit.

Operation and Maintenance Plan
Brunswick County Public Utilities - Class A Biosolids / Residuals Permit No. WO0034468
Pollutant concentrations in the Brunswick County Public Utilities WWTP / WTP Class
A Biosolids / Residuals shall not exceed the following Ceiling Concentrations (i.e., dry
weight basis) or Cumulative Pollutant Loading Rates (CPLRs):
Parameter
Ceiling Concentration
(milligrams per
kilogram)
CPLR
(pounds per acre)
Arsenic
75
36
Cadmium
85
34
Copper
4,300
1,338
Lead
840
267
Mercury
57
15
Molybdenum
75
n/a
Nickel
420
374
Selenium
100
89
Zinc
7,500
2,498
The Brunswick County Public Utilities WWTP Class A Biosolids / Residuals shall be
analyzed to demonstrate it is non -hazardous under the Resource Conservation and
Recovery Act (RCRA). The analyses [corrosivity, ignitability, reactivity, and toxicity
characteristic leaching procedure (TCLP)] shall be performed based on conditions
(monitoring frequencies) set forth in Permit No. WQ0034468.
TCLP shall include the following parameters (the regulatory level in milligrams per liter
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-Dic loro
pyridine (5.0)
)ethylene
Cadmium (1.0)
2,4-Dinitrotoluene (0.13)
Selenium (1.0)
Carbon tetrachloride
Endrin (0.02)
Silver (5.0)
(0.5)
Chlordane (0.03)
Hexachlorobenzene (0.13)
Tetrachloroethylene (0.7)
Chlorobenzene (100.0)
Heptachlor (and its
hydroxide) (0.008)
Toxaphene (0.5)
Chloroform (6.0)
Hexachlor -1,3-butadiene
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)
4

Operation and Maintenance Plan
Brunswick County Public Utilities - Class A Biosolids / Residuals Permit No. W00034468
An analysis shall be conducted on the Brunswick County Public Utilities WWTP / WTP
Class A Biosolids / Residuals based on conditions (monitoring frequencies) set forth in
Permit No. WQ0034468. The analysis shall include the following parameters:
Aluminum
Mercury
Potassium
Ammonia -Nitrogen
Molybdenum
Selenium
Arsenic
Nickel
Sodium
Cadmium
Nitrate -Nitrite Nitrogen
Sodium Adsorption Ratio
(SAR)
Calcium
Percent Total Solids
TKN
Copper
pH
Zinc
Lead
Phosphorus
Magnesium
Plant Available Nitrogen
(by calculation)
The Brunswick County Public Utilities WWTP / WTP Class A Biosolids / Residuals
shall be analyzed to demonstrate compliance with Pathogen Reduction and Vector
Attraction Reduction requirements based on conditions (monitoring frequencies) set forth
in Permit No. WQ0034468. The current Pathogen Reduction Alternatives and Vector
Attraction Reduction Options utilized are as follows:
Pathogen Reduction: Per 15A NCAC 02T.1106
For Land Application of Class A:
® [15A NCAC 02T.1106(a)(2)(A)] - Fecal Coliform Density Demonstration
And (for Biological Residuals)
Alternative 5 [15A NCAC 02T.1106(a)(3)(E)] - Process to Further Reduce
Pathogens (PFRP)
Specify one: composting, heat drying, ® heat treatment,
thermophilic aerobic digestion, ❑ beta ray irradiation,
gamma ray irradiation, or ❑ pasteurization.
Vector Attraction Reduction (VAR): Per 15A NCAC 02T.1107
For Land Application of Class A WWTP Biosolids:
® Alternative 1 [15A NCAC 02T.1107(a)(1)] — 38-Percent Volatile Solids
Reduction
Or
Alternative 3 [15A NCAC 02T.1107(a)(3)] — 30-Day Bench Scale Test
(Aerobic Digestion)
5

Operation and Maintenance Plan
Brunswick County Public Utilities - Class A Biosolids / Residuals Permit No. W00034468
For Land Application of Class A WTP Biosolirls:
® Not Applicable — Non -Biological Residuals with NO Domestic Wastewater
Contribution.
Attachments: Spill Control Plan
Spill Prevention Plan
Spill Control, Containment and Cleanup Plan
Shared\WMSS Projects\2015\15-04 Brunswick County\Phase 11 - 2020 Class A Permit Renewal\O&M Plan -Brunswick County-
WQ0034468-October 2020.doc

BRUNSWICK COUNTYPUBLIC UTILITIES
SPILL CONTROL PLAN
NON -DISCHARGE PERMIT NO. WQ0034468
THE FOLLOWING ACTIONS MUST BE TAKEN IN THE EVENT OF A SPILL:
1. Halt the source of the spill: Ruptured line, valve, or container / damaged tank or
transport unit.
2. 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.
3. Clean up: Use land application equipment to recover as much of the material as possible.
After the application equipment has recovered as much of the material as possible, it will
be land applied as per the management plan. A temporary sump pit may be dug in the
containment area to enhance recovery, if necessary.
4. Notification: As soon as possible after a spill occurs notify:
• NC Department of Environmental Quality
Division of Water Resources Regional Office
Wilmington Regional Office [phone]
• Fire Department if assistance is required for wash down
5. Management of clean up efforts: The responsible parry for land application shall take
immediate charge of the clean up activities. Additional labor will be requested as needed.
6. Reporting: Within 24 hours of a spill the responsible party for land application shall
present a written report detailing the cause of the spill and all action taken in response to
the spill. The Wilmington Regional Office shall be notified in no case more than 24
hours or on the next working day following the occurrence.

SPILL PREVENTION PLAN
The spill prevention plan requires that all equipment used to transport biosolids / residuals be
subject to periodic safety inspections. Tires, brakes, lights, and turn signals will be inspected for
proper working order. Each truck will be equipped with safety flares and appropriate signs to be
used in the event of a breakdown. Any deficiencies observed during the safety inspections will
result in the vehicle being removed from service and the responsible party for land application will
be notified so that these deficiencies can be corrected and documented.
Routes leading from the storage point to the land application sites will be inspected for road
hazards. The road hazards will be documented and the drivers will be informed of the hazards.
Alternate routes will be investigated and routes which minimize road hazards will be selected.
Hazardous situations resulting from rush-hour traffic will be avoided during hauling.
Drivers and management personnel associated with the hauling of biosolids / residuals will be
instructed in the spill prevention plan and will be required to attend training sessions. Drivers will
be trained in defensive driving techniques in order to minimize road hazards. A driver who
observes a road hazard will be required to report the hazard to the field superintendent who, in turn,
will warn other drivers. As part of the spill prevention plan, drivers will be required to inspect the
safety equipment of their vehicles on a daily basis. Any deficiency in safety equipment will be
noted for corrective action. Drivers will be trained in the procedures to be taken in the event of a
spill that occurs during the hauling of biosolids / residuals. These procedures are discussed in the
spill control, containment, and cleanup plan.

SPILL CONTROL, CONTAINMENT, AND CLEANUP PLAN
Spills that occur during loading or unloading biosolids / residuals will occur at the generation point
and the land application sites, respectively. These spills will not involve an environmental hazard or
an over the road hazard and, therefore, will be handled using the equipment that will be available at
either site. Spills that occur over -the -road will be subject to the contingencies contained in the spill
control, containment, and cleanup plan. The equipment used in the spill control, containment, and
cleanup consists of the following:
1. Vacuum pump, pump truck or tanker truck. A vacuum truck, vacuum pump or tanker truck will
be used to assist with clean-up of biosolids / residuals spills.
2. Outside equipment if required
The following personnel will be involved in the spill control, containment, and cleanup.
1. The responsible parry for land application will respond to the spill site and make an assessment
of the spill and determine the containment procedures to be initiated and the equipment to be
used to clean up the spill.
2. The responsible parry for land application will be responsible for the direction of the cleanup
team.
In the event of a spill, the driver of the truck or application vehicle, if he has not sustained a
debilitating injury, will call the responsible parry for land application and report the spill. The
responsible party for land application will notify the appropriate authorities and will also notify the
NCDEQ-DWR Regional Office. The driver will set up safety flares and signs to warn motorists of
the hazard. The responsible party for land application will mobilize the necessary equipment and
personnel to the site, and will initiate the containment procedures. When the cleanup team arrives at
the site, the site will be cleaned up according to the contingency plan. Biosolids / residuals cleaned
up from the site will be transported to the land application sites where it will be applied in
accordance with the permit. In the event that the driver is incapacitated due to personal injury, the
responsible party for land application will mobilize the cleanup team as soon as the authority's
notification of an incident.

APPENDIX II
FORM DCAR 06-16 (ITEM D. - PROGRAM INFORMATION)
• NORTHEAST BRUNSWICK REGIONAL WWTP
• WEST BRUNSWICK REGIONAL WWTP
BEAVER DAM CREEK WTP

FORM DCAR 06-16 (ITEM D. - PROGRAM INFORMATION)
• NORTHEAST BRUNSWICK REGIONAL WWTP

D. Program Information (NORTHEAST BRUNSWICK REGIONAL WWTP)
• How the materials will be handled and transported from where the residuals
were produced to where it will be treated.
All residuals will remain at the WWTP until ready for land application
• How the residuals will be processed/treated (attach process flow diagram).
(Attached at the end of this Section)
• How leachate collection will be handled.
Leachate will not be generated
• Where the residuals will be stored until processed.
(Same as Above) - All residuals will remain at the WWTP until ready for land
application
• How the final product will be distributed (packaging, bulk, etc.)
The final product will be land applied to private farm land
• 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.
One of the primary benefits of the WWTP residuals will be its ability to be utilized as
a nitrogen source to replace the need for commercial nitrogen. Plant Available
Nitrogen (PAN) will be applied at agronomic rates in accordance with existing permit
conditions that regulate application rates.
• Attach a marketability statement detailing destinations and approximate
amounts of the final product to be distributed.
Product Information Sheet and Application Information Sheet attached at the end of
this Section
• 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.

D. Program Information (NORTHEAST BRUNSWICK REGIONAL WWTP) Page 2
• 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.
Product Information Sheet and Application Information Sheet attached at the end of this
Section

BRUNS WICK COUNTY PUBLIC UTILITIES
OPERATIONS CENTER
250 GREY WATER ROAD NE
SUPPLY, NORTH CAROLINA 28462
MAILING ADDRESS
P. O. Box 249
BOLIVIA, NORTH CAROLINA 28422
TELEPHONE
[phone]
FAX
[phone]
Operational data for the Northeast Brunswick Regional WRF (WQ0034468) Sludge
Treatment for Pathogen and Vector Attraction Reduction
The Northeast Brunswick Regional WRF (NC0086819) utilizes the Kruger ATAD
process for residuals treatment and stabilization of our biosolids. Over the last year our
ATAD tanks 50,000 gallons each run at an average temperature of 68.0 degrees Celsius
while batch feeding approximately 6,000 gallons five days/week. In the most extreme
"drop" in temperature the ATAD's went as low as 60.0 degrees Celsius for no more than
2 hours. At the average operational temperature, the facility needs approximately 0.4
days to meet the time and temperature portion of the Class "A" requirements. Our
process at minimum stays at or above the average temperature on a daily basis. The
attached Fecal Density (and sludge analysis) shows the pathogen reduction was met. Also
attached is our 30-day Bench Scale analysis for meeting the Vector Attraction Reduction
(VAR). Production for calendar year 2019 was 349.38 dry tons with a permitted capacity
of 1,000 dry tons per year. Residuals are land applied on Brunswick County permitted
sites at 4.5% to 5.5 % solid.
The Northeast Brunswick Regional WRF is currently being expanded to 4.975 MGD, this
construction will be completed in late 2021.
If you would like to contact me for additional information I can be reached at:
910-253-2479 or by email: tim.webb a,brunswickcountync, ov
Tim Webb
Wastewater Superintendent
Brunswick County Public Utilities

NORTHEAST BRUNSWICK REGIONAL WWTP
PRODUCT INFORMATION SHEET
Produced By Preparer
Brunswick County Tim Webb
Northeast Brunswick Regional WWTP Wastewater Superintendent
Brunswick County Public Utilities
Post Office Box 249
Bolivia, North Carolina 28422
For information on this product contact Brunswick County Public Utilities
Tim Webb, Wastewater Superintendent [phone]
The Class A Residual (Northeast Brunswick Regional WWTP) is generated by treatment of
industrial and domestic wastewater. The generated residuals are stable and contain a high nitrogen
value for their application as a nitrogen fertilizer. Northeast Brunswick Regional WWTP is
permitted for land application to farmland in accordance with Permit No. WQ0034468.
Provisions for Application
Application of Northeast Brunswick Regional WWTP is prohibited except in accordance with the
provisions specified in the Application Information Sheet. Application must conform to standards
identified in Permit WQ0034468 and include but are not limited to:
Setback Description
Setback
(feet)
Liquid
Cake
Private or public water supply sources
100
100
Surface waters (streams — intermittent and perennial, perennial
waterbodies, and wetlands)
100
25
Surface water diversions (ephemeral streams, waterways, ditches)
25
0
Groundwater lowering ditches (where the bottom intersects the SHWT)
25
0
Wells with exception to monitoring wells
100
100
Bedrock outcrops
25
0

Application Information Sheet
1. Northeast Brunswick Regional WWTP is intended for use as a nitrogen fertilizer.
Applications of Northeast Brunswick Regional WWTP should be made in accordance
with approved application standards and WQ0034468 permit conditions.
2. Northeast Brunswick Regional WWTP shall not be applied to flooded, frozen, or snow
covered areas.
3. Application and storage of Northeast Brunswick Regional WWTP must be conducted in
such a way as to prevent runoff from the application or storage site to any surface water.
4. Applications and loading rates of Northeast Brunswick Regional WWTP 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/.
5. Northeast Brunswick Regional WWTP shall not be applied if the land fails to assimilate
the material or the application causes the contravention of surface water or groundwater
standards.
6. Northeast Brunswick Regional WWTP shall not be applied within the 100-year flood
elevation, unless the residuals are injected or incorporated within a 24-hour period
following a residuals land application event.
7. Northeast Brunswick Regional WWTP shall not be applied during a measurable
precipitation event (i.e., greater than 0.01 inch per hour), or within 24 hours following a
rainfall event of 0.5 inches or greater in a 24-hour period.
8. Northeast Brunswick Regional WWTP shall not be applied if the slope is greater than
10% for surface applied material, or if the slope is greater than 18% for injected or
incorporated material.
9. Northeast Brunswick Regional WWTP shall not be applied if the land does not have an
established vegetative cover unless the residuals are incorporated or injected within a 24-
hour period following a residuals land application event. Any field that is in a USDA no -
till program shall be exempted from meeting this vegetative cover requirement.
10. Northeast Brunswick Regional WWTP shall not be applied if the vertical separation
between the seasonal high water table and the depth of residuals application is less than
one foot.
11. Northeast Brunswick Regional WWTP shall not be applied if the vertical separation of
bedrock and the depth of residuals application is less than one foot.
Contact Brunswick County for a copy of the most recent residuals analysis and loading rates.

NORTHEAST BRUNSWICK REGIONAL WWTP RECEIPT FORM
I , (printed name) have received
gallons/wet tons of the Northeast Brunswick Regional WWTP Residuals, a copy of the
Northeast Brunswick Regional WWTP Residuals Product Information Sheet, 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 Information
Sheet.
Signature of Receiver Date of Receipt

FORM DCAR 06-16 (ITEM D. - PROGRAM INFORMATION)
• WEST BRUNSWICK REGIONAL WWTP

D. Program Information (WEST BRUNSWICK REGIONAL WWTP)
• How the materials will be handled and transported from where the residuals
were produced to where it will be treated.
All residuals will remain at the WWTP until ready for land application
• How the residuals will be processed/treated (attach process flow diagram).
(Attached at the end of this Section)
• How leachate collection will be handled.
Leachate will not be generated
• Where the residuals will be stored until processed.
(Same as Above) - All residuals will remain at the WWTP until ready for land
application
• How the final product will be distributed (packaging, bulk, etc.)
The final product will be land applied to private farm land
• 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.
One of the primary benefits of the WWTP residuals will be its ability to be utilized as
a nitrogen source to replace the need for commercial nitrogen. Plant Available
Nitrogen (PAN) will be applied at agronomic rates in accordance with existing permit
conditions that regulate application rates.
• Attach a marketability statement detailing destinations and approximate
amounts of the final product to be distributed.
Product Information Sheet and Application Information Sheet attached at the end of
this Section
• 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.

D. Program Information (WEST BRUNSWICK REGIONAL WWTP) Page 2
• 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.
Product Information Sheet and Application Information Sheet attached at the end of this
Section

S*11 K 0�
COUNTY OF BRUNSWICK sm�J� yr,
PUBLIC UTILITIES DEPARTMENT i
Wastewater Treatment Division }�
hyOpr�a'ds
PO BOX 249
BOLIVIA, NC 28422
[phone]
[phone] FAX
Operational data for the West Brunswick Regional WWTP (WQ0034468) Sludge Treatment
for Pathogen and Vector Attraction Reduction
The West Brunswick Regional \\'WTP (W'Q0034468) utilizes the ATAD process for
residuals treatment and stabilization of our bio-solids. We have four (4) A`hAD tanks that
over the last year have operated at an average of 125.0 to 1 35.0 degrees Fahrenheit while
batch feeding approx. 6.000 gallon per tank as needed.. In the most extreme "drop'- in
temperature we have went as low as 122.0 degrees Fahrenheit. At the average
temperature we are operating we need approximately .43 to 2.63 days to meet the time
and temperature portion of the Class --A*' requirements. Our process at the minimum
stars at our above that temperature for 48-72 hours (we transfer to the ATAD tanks to our
residuals storage tank. Our attached Fecal Density (and sludge analysis) show s the
pathogen reduction was met. We have also attached our 30-Day Bench Scale analysis for
meeting the Vector Attraction Reduction (VAR). We have all the historical data trends on
our SCADA server to show- that time/temp was met although it would take a considerable
amount of paper to print. Residuals are land applied on Brunswick County permitted sites
at a 3% to 4 % solid.
Production for calendar year 2015 was 464 dry tons with a permitted capacity of 500 dry
tons per year. disposal capacity will be increased as flow increases to facility.
If you would like to contact me for additional info I can be reached ,a. [phone] or
by email: donald.dixon a: brunswickeountvnc.goe
Donald B. Dixon
Wastewater Superintendent
Brunswick County Public Utilities

WEST BRUNSWICK REGIONAL WWTP
PRODUCT INFORMATION SHEET
Produced By Preparer
Brunswick County Tim Webb
West Brunswick Regional WWTP Wastewater Superintendent
Brunswick County Public Utilities
Post Office Box 249
Bolivia, North Carolina 28422
For information on this product contact Brunswick County Public Utilities
Tim Webb, Wastewater Superintendent [phone]
The Class A Residual (West Brunswick Regional WWTP) is generated by treatment of industrial
and domestic wastewater. The generated residuals are stable and contain a high nitrogen value for
their application as a nitrogen fertilizer. West Brunswick Regional WWTP is permitted for land
application to farmland in accordance with Permit No. WQ0034468.
Provisions for Application
Application of West Brunswick Regional WWTP is prohibited except in accordance with the
provisions specified in the Application Information Sheet. Application must conform to standards
identified in Permit WQ0034468 and include but are not limited to:
Setback Description
Setback
(feet)
Liquid
Cake
Private or public water supply sources
100
100
Surface waters (streams — intermittent and perennial, perennial
waterbodies, and wetlands)
100
25
Surface water diversions (ephemeral streams, waterways, ditches)
25
0
Groundwater lowering ditches (where the bottom intersects the SHWT)
25
0
Wells with exception to monitoring wells
100
100
Bedrock outcrops
25
0

Application Information Sheet
1. West Brunswick Regional WWTP is intended for use as a nitrogen fertilizer.
Applications of West Brunswick Regional WWTP should be made in accordance with
approved application standards and WQ0034468 permit conditions.
2. West Brunswick Regional WWTP shall not be applied to flooded, frozen, or snow
covered areas.
3. Application and storage of West Brunswick Regional WWTP must be conducted in such a
way as to prevent runoff from the application or storage site to any surface water.
4. Applications and loading rates of West Brunswick Regional WWTP shall be applied at
rates that comply with realistic yield expectations based on the soil series and crops found
at: http://nutrients.soil.ncsu.edg/yields/.
5. West Brunswick Regional WWTP shall not be applied if the land fails to assimilate the
material or the application causes the contravention of surface water or groundwater
standards.
6. West Brunswick Regional WWTP shall not be applied within the 100-year flood
elevation, unless the residuals are injected or incorporated within a 24-hour period
following a residuals land application event.
7. West Brunswick Regional WWTP shall not be applied during a measurable precipitation
event (i.e., greater than 0.01 inch per hour), or within 24 hours following a rainfall event
of 0.5 inches or greater in a 24-hour period.
8. West Brunswick Regional WWTP shall not be applied if the slope is greater than 10%
for surface applied material, or if the slope is greater than 18% for injected or
incorporated material.
9. West Brunswick Regional WWTP shall not be applied if the land does not have an
established vegetative cover unless the residuals are incorporated or injected within a 24-
hour period following a residuals land application event. Any field that is in a USDA no -
till program shall be exempted from meeting this vegetative cover requirement.
10. West Brunswick Regional WWTP shall not be applied if the vertical separation between
the seasonal high water table and the depth of residuals application is less than one foot.
11. West Brunswick Regional WWTP shall not be applied if the vertical separation of
bedrock and the depth of residuals application is less than one foot.
Contact Brunswick County for a copy of the most recent residuals analysis and loading rates.

WEST BRUNSWICK REGIONAL WWTP RECEIPT FORM
I , (printed name) have received
gallons/wet tons of the West Brunswick Regional WWTP Residuals, a copy of the West
Brunswick Regional WWTP Residuals Product Information Sheet, 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 Information Sheet.
Signature of Receiver Date of Receipt

FORM DCAR 06-16 (ITEM D. - PROGRAM INFORMATION)
• BEAVER DAM CREEK WTP

D. Program Information (BEAVER DAM CREEK -HIGHWAY 211 WTP RESIDUALS)
• How the materials will be handled and transported from where the residuals
were produced to where it will be treated.
All residuals will remain at the WTP until ready for land application
• How the residuals will be processed/treated (attach process flow diagram).
(Attached at the end of this Section)
• How leachate collection will be handled.
Leachate will not be generated
• Where the residuals will be stored until processed.
(Same as Above) - All residuals will remain at the WTP until ready for land
application
• How the final product will be distributed (packaging, bulk, etc.)
The final product will be land applied to private farm land
• 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.
One of the primary benefits of the WTP residuals, in addition to the hydraulic loading
(irrigation capacity), will be its potential to be utilized as a liming amendment to
adjust soil pH of receiver soils. The potential exists for the WTP residuals to react
with the receiver soils and adjust soil pH's upward. Target pH of mineral soils is
typically around 6.0 and most receiver soils will be below that target due to not
receiving agricultural lime on an as needed basis. Therefore soil pH adjustment or
soil neutralizing capability will be a potential benefit associated with the WTP
residuals.
• Attach a marketability statement detailing destinations and approximate
amounts of the final product to be distributed.
Product Information Sheet and Application Information Sheet attached at the end of
this Section
• 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

D. Program Information (WTP RESIDUALS)
Page 2
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.
Product Information Sheet and Application Information Sheet attached at the end of this
Section

i:•RYING BEu:: 3,
HAZEN AND SAWYER
CLEARWELL
DRYING BED UNDERFLOW EXISTING
^ SLUDGE
LAGOON CLEARWELL
LAGOON DECANT p
BACKWASH BACKWASH
1
FILTERFILTER
Q�
m
p�
p FILTER' ,FILTER .FILTER;
BACKWASH EO f f UPFLOW
AND SETTLING CONTACT
BASIN:; .2' CLARIFIER
BIN SLUDGE 1
PUMPS
BIN RECYCLE MAINTENANCE
P PPUMPS BLDG UPFLOW
P ( P CONTACT
- CLARIFIER
T
RAW WATER
FM RECYCLE
BRUNS
FLOW METER } NC
TO BEAVER
DAM CREEK
RECARBONATION
TANK
LAB/OFFICE
BLDG
FIGURE 1.2

BEAVER DAM CREEK WTP - PRODUCT INFORMATION SHEET
Produced By
Preparer
Brunswick County - Beaver Dam Creek WTP Jeremy Sexton
Southport, North Carolina Water Resources Superintendent
Brunswick County Public Utilities
Post Office Box 249
Bolivia, North Carolina 28422
For information on this product contact Brunswick County Public Utilities
Jeremy Sexton, Water Resources Superintendent [phone]
The Class A Residual (Beaver Dam Creek WTP) is generated by treatment of potable water. The
generated residuals are stable and contain a high calcium value for their application as a lime
amendment. Beaver Dam Creek WTP is permitted for land application to farmland in accordance
with Permit No. WQ0034468.
Provisions for Application
Application of Beaver Dam Creek WTP is prohibited except in accordance with the provisions
specified in the Application Information Sheet. Application must conform to standards identified in
Permit WQ0034468 and include but are not limited to:
Setback Description
Setback
(feet)
Liquid
Cake
Private or public water supply sources
100
100
Surface waters (streams — intermittent and perennial, perennial
waterbodies, and wetlands)
100
25
Surface water diversions (ephemeral streams, waterways, ditches)
25
0
Groundwater lowering ditches (where the bottom intersects the SHWT)
25
0
Wells with exception to monitoring wells
100
100
Bedrock outcrops
25
0

Application Information Sheet
1. Beaver Dam Creek WTP is intended for use as a liming amendment. Applications of
Beaver Dam Creek WTP should be made in accordance with approved application
standards and WQ0034468 permit conditions.
2. Beaver Dam Creek WTP shall not be applied to flooded, frozen, or snow covered areas.
3. Application and storage of Beaver Dam Creek WTP must be conducted in such a way as
to prevent runoff from the application or storage site to any surface water.
4. Applications and loading rates of Beaver Dam Creek WTP 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 .
5. Beaver Dam Creek WTP shall not be applied if the land fails to assimilate the material or
the application causes the contravention of surface water or groundwater standards.
6. Beaver Dam Creek WTP shall not be applied within the 100-year flood elevation, unless
the residuals are injected or incorporated within a 24-hour period following a residuals
land application event.
7. Beaver Dam Creek WTP shall not be applied during a measurable precipitation event
(i.e., greater than 0.01 inch per hour), or within 24 hours following a rainfall event of 0.5
inches or greater in a 24-hour period.
8. Beaver Dam Creek WTP shall not be applied if the slope is greater than 10% for surface
applied material, or if the slope is greater than 18% for injected or incorporated material.
9. Beaver Dam Creek WTP shall not be applied if the land does not have an established
vegetative cover unless the residuals are incorporated or injected within a 24-hour period
following a residuals land application event. Any field that is in a USDA no -till program
shall be exempted from meeting this vegetative cover requirement.
10. Beaver Dam Creek WTP shall not be applied if the soil pH is not maintained at 6.0 or
greater unless sufficient amounts of lime are applied to achieve a final soil pH of at least
6.0, or if an agronomist provides information indicating that the pH of the soil, residuals
and lime mixture is suitable for the specified crop. Any approved variations to the
acceptable soil pH (6.0) will be noted in the permit.
11. Beaver Dam Creek WTP shall not be applied if the vertical separation between the
seasonal high water table and the depth of residuals application is less than one foot.
12. Beaver Dam Creek WTP shall not be applied if the vertical separation of bedrock and the
depth of residuals application is less than one foot.
Contact Brunswick County for a copy of the most recent residuals analysis and loading rates.

BEAVER DAM CREEK WTP RECEIPT FORM
I (printed name) have received
gallons/wet tons of the Beaver Dam Creek WTP Residuals, a copy of the Beaver Dam Creek
WTP Residuals Product Information Sheet, 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 Information Sheet.
Signature of Receiver Date of Receipt

APPENDIX III
RESIDUALS SOURCE CERTIFICATION
APPLICATION FORM
• NORTHEAST BRUNSWICK REGIONAL WWTP
(FORM: RSC 06-16)

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
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 06-16, FORM: DCAR 06-16, 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 06-16):
® Submit the completed and appropriately executed Residuals Source Certification (FORM: RSC 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 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 1

RESIDUALS SOURCE FACILITY SUMMARY
Applicant's name: Brunswick County
Status
a
Code
Facility Permit Holder
Facility Name
County
Permit Number
Maximum Dry Tons Per Year
Current b
Proposed
R
Brunswick County
Northeast Brunswick Regional WWTP
Brunswick
NCO086819
1,000
1,000
R
Brunswick County
West Brunswick Regional WWTP
Brunswick
NCO023693
1,000
11000
R
Brunswick County
Beaver Dam Creek WTP
Brunswick
NCO040061
3,500
3,500
'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).
SUMMARY FOR FORM: RSC 06-16 Page 1

State of North Carolina
DWR
Department of Environmental Quality
Division of Water Resources
Division of Water Resources RESIDUALS SOURCE CERTIFICATION
FORM: RSC 06-16
I. RESIDUALS SOURCE -GENERATING FACILITY INFORMATION (See Instruction B.):
1. Facility Name: Brunswick County — Northeast Brunswick Regional WWTP
2. Facility permit holder is: U Federal, 0 State, 0 Local Government, or 0 Private.
Facility permit issued by: JE Div. of Water Resources, Div. of Environmental Health,
or ❑I Other (explain: _).
3. Facility contact person and title: Tim Webb, Wastewater Superintendent
Complete mailing address: Post Office Box 249
City: Bolivia State: N.C. Zip: 28422
Telephone number: [phone] E-mail address: tim.webbgbnmswickcotmtync.gov
4. Facility physical address: 10480 Royster Road
City: Navassa State: N.C. Zip: 28451
Coordinates: Latitude: 34' 16' 17" Longitude: 78° 00' 20"
Datum: NAD 83 Level of accuracy: nearest second
Method of measurement: MAP
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: <2 % industrial and >98 % domestic)
other (explain: = ).
6. Does the facility have an approved pretreatment program: Yes No
7. Facility permitted/design flow: 2.45 MGD and facility average daily flow: 1.10 MGD
8. Average amount of residuals being generated at this facility 350 dry tons per year.
9. Specify the following regarding treatment and storage volumes available at the facility:
Type and volume of residuals treatment: (2) Auto -Thermal Thermophilic Digestion Units, 50,000 gallons of treatment capacity
Type and volume of residuals storage (i.e., outside of residuals treatment units): (2) Post-ATAD storage tanks with jet aeration, 375K gallons of storage
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 021.1102(6) as:
Biological ❑ 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: 0 yes FlI 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: EnviroChem and Date of analysis: 2/24/20
Passed corrosivity test: yes W no. pH: s.u. (2 < pH < 12.5)
Passed ignitability test: yes ❑ no. Flashpoint: >205 OF (> 140°F)
Passed reactivity test: Eyes ao. HCN: 0.234 mg/kg (<250) & H2S: 1.75 mg/kg (<500)
TCLP Parameter
Limit
(m917)
Result
(m91q)
TCLP Parameter
Limit
(m917)
Result
(m917)
Arsenic
5.0
<1.0
Hexachlorobenzene
0.13
<0.050
Barium
100.0
<1.0
Hexachloro-1,3-Butadiene
0.5
<0.050
Benzene
0.5
<0.04
Hexachloroethane
3.0
<0.050
Cadmium
1.0
<1.0
Lead
5.0
<1.0
Carbon Tetrachloride
0.5
<0.04
Lindane
0.4
<0.0005
Chlordane
0.03
<0.02
Mercury
0.2
<0.0002
Chlorobenzene
100.0
<0.04
Methoxychlor
10.0
<0.0005
Chloroform
6.0
<0.04
Methyl Ethyl Ketone
200.0
0.24
Chromium
5.0
<1.0
Nitrobenzene
2.0
<0.050
m-Cresol
200.0
<0.050
Pentachlorophenol
100.0
<0.250
o-Cresol
200.0
<0.050
Pyridine
5.0
<0.050
p-Cresol
200.0
<0.050
Selenium
1.0
<1.0
Cresol
200.0
<0.050
Silver
5.0
<1.0
2,4-D
10.0
<0.0003
Tetrachloroethylene
0.7
<0.04
1,4-Dichlorobenzene
7.5
<0.050
Toxaphene
0.5
<0.05
1,2-Dichloroethane
0.5
<0.04
Trichloroethylene
0.5
<0.04
1, 1 -Dichloroethylene
0.7
<0.04
2,4,5-Trichlorophenol
400.0
<0.050
2,4-Dinitrotoluene
0.13
<0.050
2,4,6-Trichlorophenol
2.0
<0.050
Endrin
0.02
<0.0005
2,4,5-TP (Silvex)
1.0
<0.0003
Heptachlor and its Hydroxide
0.008
<0.0005
Vinyl Chloride
0.2
<0.04
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: EnviroChem and Date of analysis: 2/24/20
Parameter
Ceiling
Concentration Limits
(ClassA & ClassB)
(mglkg)
Monthly Average
Concentration Limits
(Class A Only)
(mglkg)
Result
(mglkg)
Arsenic
75
41
10.5
Cadmium
85
39
<6.67
Copper
4,300
1,500
358
Lead
840
300
19.9
Mercury
57
17
1.10
Molybdenum
75
n/a
14.7
Nickel
420
420
44.2
Selenium
100
100
8.08
Zinc
7,500
2,800
1,840
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)
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

5. Nutrient/Micronutrient Determination: Complete the following:
a. Total solids: 3.69 %.
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: EnviroChem and Date of analysis: 2/24/20
Parameter
Result
(mglkg)
Aluminum
11,000
Ammonia -Nitrogen
57,900
Calcium
33,900
Magnesium
9,020
Nitrate -Nitrite Nitrogen
18.6
pH (Standard Unit)
7.56
Phosphorus
2,030
Potassium
32,100
Sodium
3,770
Total Kjeldahl Nitrogen
112,000
c. Using the results listed in Item IL 5b. above, calculate the sodium adsorption ration (SAR): 0.90
[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 0 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 (1s) Year PAN
Five -Year
Maximum Adjusted PAN
(mglkg)
(mg/kg)
Surface
45,199
55,753
Inj ection/Incorporation
74,149
84,703
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 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 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):
14 Alternative 1 [15A NCAC 02T.I 106(b)(3)(A)] - Time/Temperature Compliance.
Q Alternative 2 [15A NCAC 02T.I 106(b)(3)(13)] - Alkaline Treatment.
Q Alternative 3 [15A NCAC 02T.I 106(b)(3)(C)] - Prior Testing for Enteric Virus/Viable Helminth Ova.
Alternative 4 [15A NCAC 02T.I 106(b)(3)(D)] - No Prior Testing for Enteric Virus/Viable Helminth Ova.
Alternative 5 [15A NCAC 02T.I 106(b)(3)(E)-(K)] - Process to Further Reduce Pathogens (PFRP).
Specify one: composting, 0 heat drying, heat treatment,
thermophilic aerobic digestion, beta ray irradiation,
F1 gamma ray irradiation, or I pasteurization.
b. For Land Application of Class B.
71 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, air drying, ❑ anaerobic digestion,
[� composting, or I lime stabilization.
c. For Surface Disposal:
TJ Select One of the Class A or Equivalent Pathogen Reduction Alternatives in Item II. 7a. above.
El Select One of the Class B or Equivalent Pathogen Reduction Alternatives in Item II. 7b. above.
El Exempt -If Daily Cover Alternative is chosen in Item II.8. below [ 15A NCAC 02T.1106(a)(2)].
El 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.I 107(a)(1)] - 38% Volatile Solids Reduction (Aerobic/Anaerobic Digestion).
E] 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).
Q Alternative 4 [15A NCAC 02T.I 107(a)(4)] - Specific Oxygen Uptake Rate Test (Aerobic Digestion).
Q 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.
Q Alternative 8 [15A NCAC 02T.I 107(a)(8)] - Drying of Unstabilized Residuals.
Q Alternative 9 [15A NCAC 02T.I 107(a)(9)] - Injection.
Q Alternative 10 [15A NCAC 02T. 1107(a)(10)] - Incorporation.
Q Alternative for Surface Disposal Units Only - Soil/Other Material Cover [15A NCAC 02T.I 107(b)(2)].
0 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

• NORTHEAST BRUNSWICK REGIONAL WWTP
(FORM: RSC 06-16) (ATTACHMENTS)
o VICINITY MAP
o PROCESS FLOW DIAGRAM AND/OR NARRATIVE
o QUANTITATIVE JUSTIFICATION
o SAMPLING PLAN
o ANALYTICAL

AL
. . . . . . . . . . . . . . . . . . . . . . . .
It

COUNTY OF BRUNSWICK
PUBLIC UTILITIES DEPARTMENT
Wastewater Treatment Division
PO BOX 249
BOLIVIA. NC 28422
[phone]
[phone] FAX
Operational data for the Northeast Brunswick Regional WWTP (W00034468) Sludge
Treatment for Pathogen and Vector Attraction Reduction
The Northeast Brunswick Regional WWTP (NC0086819) utilizes the Kruger ATAD
process for residuals treatment and stabilization of our bio-solids. Over the last vear our
ATAD tanks 50.000 gallon each run at an average of 69.0 degrees Celsius while batch
feeding approx. 5,000 gallon 3 times per week. With expansion of our facility we
anticipate weekly operation to increase to 5 days a week. Upgrades to our thickened
sludge transfer pumps will allow for more efficient operation and less time requirements
on operations staff. In the most extreme "drop" in temperature we have went as low as
65.0 degrees Celsius for no more than 2 hours. At the average temperature we are
operating we need approximately .43 hours to meet the time and temperature portion of
the Class "A" requirements. Our process at the minimum stays at our above that
temperature for 48-72 hours (we transfer to the ATAD every 2-3 days according to
sludge generation- expansion of facility will decrease the "hold" time but these hours are
well in excess of requirements). Our attached Fecal Density (and sludge analysis) show *s
the pathogen reduction was met. We have also attached our 30-Day Bench Scale analysis
for meeting the Vector Attraction Reduction (VAR). We have all the historical data
trends on our SCADA server to show that time/temp was met although it would take a
considerable amount of paper to print.
The expanded system (2.75 MGD) will provide an additional 375.000 gallons of storage
prior to disposal. In addition with existing capacity total storage will be increased to 59
days. With expansion the process will produce 498 dry tons of residuals at 2.75 MGD.
Production for calendar year 2015 was 222 dry tons with a permitted capacity of 220 dry
tons per year, disposal capacity will be increased as flow increases to facility. Residuals
are land applied on Brunswick County permitted sites at a 1.5% to 2 % solid.
If you would like to contact me for additional info I can be reached n [phone] or
by email: donald.dixonu;brunswickcountync. Uov
Donald B. Dixon
Wastewater Superintendent
Brunswick County Public Utilities

RESIDUALS SOURCE CERTIFICATION (RSC 06-16)
QUANTITATIVE JUSTIFICATION
NORTHEAST BRUNSWICK REGIONAL WWTP
Annual Dry Tons (DT) Land Applied 2019 - Approximately 350 DT
Currently Permitted —1,000 DT
Proposed for Renewal —1,000 DT

SAMPLING PLAN
Northeast Brunswick Regional WWTP
Non -Discharge Permit No. WQ0034468
LAND APPLICATION OF WWTP BIOSOLIDS
Sampling and Monitoring Plan
The Northeast Brunswick Regional WWTP Biosolids will be monitored to confirm
compliance with conditions in Non -Discharge Permit No. WQ0034468 to include:
• Toxicity Characteristics Leaching Procedure (TCLP),
• Reactivity, Ignitability and Corrosivity,
• 15A NCAC 02T .1105 Pollutant Limits and nutrient analysis (based on permitted
monitoring frequency),
• Pathogen Reduction requirements,
• Vector Attraction Reduction requirements,
• Annual Representative Soil Analysis of each field which receives land application
during each respective year.
• Any other applicable Permit conditions.
Names and/or titles of personnel responsible for conducting the sampling and monitoring:
• Brian Blanton
All sampling and monitoring shall be performed in accordance with the current Permit.
Pollutant concentrations in the Northeast Brunswick Regional Biosolids shall not exceed
the following Ceiling Concentrations (i.e., dry weight basis) or Cumulative Pollutant
Loading Rates (CPLRs)
Parameter
Ceiling Concentration
(milligrams per
kilogram)
CPLR
(pounds per acre)
Arsenic
75
36
Cadmium
85
34
Copper
4,300
1,338
Lead
840
267
Mercury
57
15
Molybdenum
75
n/a
Nickel
420
374
Selenium
100
89
Zinc
7,500
2,498

Sampling and Monitoring Plan Brunswick County
Northeast Brunswick Regional WWTP - Class A Biosolids Permit No. WQ0034468
The Northeast Brunswick Regional WWTP Class A Biosolids shall be analyzed to
demonstrate it is non -hazardous under the Resource Conservation and Recovery Act
(RCRA). The analyses [corrosivity, ignitability, reactivity, and toxicity characteristic
leaching procedure (TCLP)] shall be performed annually.
TCLP shall include the following parameters (the regulatory level in milligrams per liter
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-Dic (Oo r)ethylene
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)
Hexachlorobenzene (0.13)
Tetrachloroethylene (0.7)
Chlorobenzene (100.0)
Heptachlor (and its
hydroxide) (0.008)
Toxaphene (0.5)
Chloroform (6.0)
Hexachlor -1,3-butadiene
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)
An analysis shall be conducted on the Northeast Brunswick Regional WWTP Class A
Biosolids based on conditions (monitoring frequencies) set forth in Permit No.
WQ0034468. The analysis shall include the following parameters:
Aluminum
Mercury
Potassium
Ammonia -Nitrogen
Molybdenum
Selenium
Arsenic
Nickel
Sodium
Cadmium
Nitrate -Nitrite Nitrogen
Sodium Adsorption Ratio
(SAR)
Calcium
Percent Total Solids
TKN
Copper
pH
Zinc
Lead
Phosphorus
Magnesium
Plant Available Nitrogen
(by calculation)
2

Sampling and Monitoring Plan Brunswick County
Northeast Brunswick Regional WWTP - Class A Biosolids Permit No. WQ0034468
The Northeast Brunswick Regional WWTP Class A Biosolids shall be analyzed to
demonstrate Pathogen Reduction requirements based on conditions (monitoring
frequencies) set forth in Permit No. WQ0034468:
Pathogen Reduction: Per 15A NCAC 02T.1106
For Distribution/Land Application of Class A Equivalent:
ED A fecal coliform density that is demonstrated to be less than 1,000 MPN/gram of total dry
solids - [15A NCAC 02T.1106(a)(2)(A)]
And
Alternative 5 [15A NCAC 02T. 1 106(a)(3)(E)] - Process to Further Reduce
Pathogens (PFRP).
M thermophilic aerobic digestion
Vector Attraction Reduction (VAR): Per 15A NCAC 02T.1107
For Land Application of Class A WWTP Biosolids:
Alternative 1 [15A NCAC 02T.1107(a)(1)] — 38-Percent Volatile Solids
Reduction
Or
Alternative 3 [15A NCAC 02T.1107(a)(3)] — 30-Day Bench Scale Test
(Aerobic Digestion)
Shared\WMSS Projects\2015\15-04 Brunswick County\Phase 11 - 2020 Class A Permit Renewal\Northeast Brunswick Regional
WWTP\Sampling Plan - Northeast WWTP - October 2020.doc
3

BRUNSWICK COUNTY
LAND APPLICATION PROGRAM
RESIDUALS ANALYSIS
Residual Type: Wastewater Treatment Plant
Date Sampled: January 8, 2020
NE Brunswick Regional WWTP Permit No. WQ0034468
Mineralization Rate 0.30 3.69 % Solids
7.56 pH
Parameter
F- %
Mg/Kg Dry Weight
(% x 10,000)
Pounds/Dry Tod
(Mg/Kg x 0.002)
Nitrogen (TKN)
11.200
112,000.000
224.000
Phosphorus
0.203
2,030.000
4.060
Potassium
3.210
32,100.000
64.200
PAN (injected)*
7.415
74,148.600
148.297
PAN (surface)*
4.520
45,198.600
90.397
Ammonia Nitrogen
5.790
57,900.000
115.800
Calcium
3.390
33,900.000
67.800
Calcium Carbonate Eq.
---
---
Magnesium
---
9,020.000
18.040
Sodium
---
3,770.000
7.540
Sulfur
---
___
Nitrate N / Nitrite N
---
18.600
0.037
Barium
---
___
Chloride
---
---
Iron
---
-__
Aluminum
---
11,000.00
22.000
Arsenic
---
10.50
0.021
Cadmium
---
6.67
0.013
Chromium
---
70.50
0.141
Copper
---
358.00
0.716
Lead
---
19.90
0.040
Mercury
---
1.100
0.002
Molybdenum
---
14.70
0.029
Nickel
---
44.20
0.088
Selenium
---
8.08
0.016
Zinc
---
1,840.00
3.680
Envirochem: 2020-0043 8
*Determination of Plant Available Nitrogen (PAN):
Injected Application:
(Mineralization Rate)(TKN-Ammonia N) + Ammonia N + Nitrate N + Nitrite N = % PAN
Surface Application:
(Mineralization Rate)(TKN-Ammonia N) + (0.5)(Ammonia N) + Nitrate N + Nitrite N = % PAN
Note: Constituents N.D. (Not Detected) or < detection limits are listed as detection limits
for calculation purposes.
SAR
0.90
Ceiling Concen.
(Mg/Kg)
75
85
4,300
840
57
75
420
100
7,500

r Environmental Chemists, Inc.
! ! ! 6602 Windmill Way, Wilmington, NC 28405 9 910.392.0223 Lab b 910.392.4424 Fax
71.0 Bowsertown Road, Manteo, NC 27954 • 252.473,5702 Lab; Fax
�M. 255-A Wilmington Highway, Jacksonville., NC 28540 • 910.347.5843 Lab/Fax
ANALYTICAL & CONSULTING CHEMISTS infi-)ka enviranmentalcliemists.com
Brunswick County Public Utilities
Date of Report: Feb 24, 2020
Post Office Box 249
Customer PO #:
Bolivia NC 28422
Customer ID: 08100011
Attention: Matthew Henry
Report #: 2020-00438
Project ID: NEBR
Lab ID Sample ID:
Collect Date/Time Matrix Sampled by
20-01044 Site: Sludge
1/8/2020
9:00 AM Solid/Sludge Matthew Henry
Test
Method
Results
Date Analyzed
Chlordane (TCLP)
SW 846 Method 8081B/3510
<0.02 mg/L
01/22/2020
Endrin (TCLP)
SW 846 Method 8081B/3510
<0.0005 mg/L
01/22/2020
Heptachlor (TCLP)
SW 846 Method 80816/3510
<0.0005 mg/L
01/22/2020
Heptachlor epoxide (TCLP)
SW 846 Method 8081B/3510
<0.0005 mg/L
01/22/2020
Lindane (TCLP)
SW 846 Method 8081B/3510
<0.0005 mg/L
01/22/2020
Methoxychlor (TCLP)
SW 846 Method 8081B/3510
<0.0005 mg/L
01/22/2020
Toxaphene (TCLP)
SW 846 Method 8081B/3510
<0.05 mg/L
01/22/2020
1,4-Dichlorobenzene (TCLP)
SW 846 method 8270/3510
<0.050 mg/L
01/22/2020
2,4,5-Trichlorophenol (TCLP)
SW 846 method 8270/3510
<0.050 mg/L
01/22/2020
2,4,6-Trichlorophenol (TCLP)
SW 846 method 8270/3510
<0.050 mg/L
01/22/2020
2,4-Dinitrotoluene (TCLP)
SW 846 method 8270/3510
<0.050 mg/L
01/22/2020
Cresol (TCLP)
SW 846 method 8270/3510
<0.050 mg/L
01/22l2020
Hexachloro-1,3-butadiene (TCLP)
SW 846 method 8270/3510
<0.050 mg/L
01/22/2020
Hexachlorobenzene (TCLP)
SW 846 method 8270/3510
<0.050 mg/L
01/22/2020
Hexachloroethane (TCLP)
SW 846 method 8270/3510
<0.050 mg/L
01/22/2020
m + p-Cresol (TCLP)
SW 846 method 8270/3510
<0.050 mg/L
01/22/2020
Nitrobenzene (TCLP)
SW 846 method 8270/3510
<0.050 mg/L
01/22/2020
o-Cresol (TCLP)
SW 846 method 8270/3610
<0.050 mg/L
01/22/2020
Pentachlorophenol (TCLP)
SW 846 method 8270/3510
<0.250 mg/L
01/22/2020
Pyridine (TCLP)
SW 846 method 8270/3510
<0.050 mg/L
01/22/2020
2,4,5-TP (TCLP)
SW846 Method 8151A
<0.0003 mg/L
01/23/2020
2,4-D (TCLP)
SW846 Method 8151A
<0.0003 mg/L
01/23/2020
1, 1 -Dichloroethylene (TCLP)
SW846 Method 8260/5030
<0.04 mg/L
01/15/2020
1,2-Dichloroethane (TCLP)
SW846 Method 8260/5030
<0.04 mg/L
01/15/2020
Benzene (TCLP)
SW846 Method 8260/5030
<0.04 mg/L
01/15/2020
Carbon Tetrachloride (TCLP)
SW846 Method 8260/5030
<0.04 mg/L
01/15/2020
Report #:, 2020-00438
Paae 1 of 4

envirocleM
ANALYTICAL & CONSULTING CHEMISTS
Brunswick County Public Utilities
Post Office Box 249
Bolivia NC 28422
Attention: Matthew Henry
Environmental Chemists, Inc.
6602 Windmill Way, Wilmington, NC 28405 ` 910.392.0223 Lab • 910.392.4424 Fax
710 Bo sertown Road, Manteca. NC 27954 ° 252.4735702 Lab/Fax
255 �A Wilmington Highway, Jacksonville, NC 28540 ° 91.0.347,5843 Lab/Fax
info(, cnrironmentalchemists.com
Date of Report: Feb 24, 2020
Customer PO #:
Customer ID: 08100011
Report #: 2020-00438
Project ID: NEBR
Chlorobenzene (TCLP)
SW846 Method 8260/5030
<0.04 mg/L
01/15/2020
Chloroform (TCLP)
SW846 Method 8260/5030
<0.04 mg/L
01/15/2020
Methyl ethyl ketone (TCLP)
SW846 Method 8260/5030
0.24 mg/L
01/15/2020
Tetrachloroethylene (TCLP)
SW846 Method 8260/5030
<0.04 mg/L
01/15/2020
Trichloroethylene (TCLP)
SW846 Method 8260/5030
<0.04 mg/L
01/15/2020
Vinyl Chloride (TCLP)
SW846 Method 8260/5030
<0.04 mg/L
01/15/2020
RCI
Cyanide
EPA 335.4
0.234 mg/kg
01/13/2020
Sulfide
SM 4500 S D
1.75 mg/kg
01/22/2020
Ignitability
SW 846 method 1010
>205 °F
01/23/2020
pH
SW 846 Method 9045D
7.56 units
01/20/2020
Sludge Residuals
Aluminum
EPA 200.7
11000 mg/kg
01/13/2020
Arsenic
EPA 200.7
10.5 mg/kg
01/13/2020
Cadmium
EPA 2007
<6.67 mg/kg
01/13/2020
Calcium
EPA 200.7
33900 mg/kg
01/13/2020
Chromium
EPA 200.7
70.5mg/kg
01/13/2020
Copper
EPA 200.7
358 mg/kg
01/13/2020
Lead
EPA 200.7
19.9mg/kg
01/13/2020
Magnesium
EPA200.7
9020mg/kg
01/13/2020
Molybdenum
EPA 200.7
14.7mg/kg
01/13/2020
Nickel
EPA 200.7
44.2 mg/kg
01/13/2020
Potassium
EPA 200.7
32100 mg/kg
01/13/2020
Selenium
EPA 200.7
8.08 mg/kg
01/13/2020
Sodium
EPA 200.7
3770 mg/kg
01/13/2020
Zinc
EPA 200.7
1840 mg/kg
01/13/2020
Nitrate+Nitrite-Nitrogen
EPA 353.2
18.6 mg/kg
01/16/2020
Total Solids (%)
SM 2540 B
3.69 %
01/10/2020
Ammonia Nitrogen
SM 4500 NH3 C
57900 mg/kg
01/10/2020
Total Kjeldahl Nitrogen (TKN)
SM45000rgB
112000mg/kg
01/10/2020
Report #;. 2020-00438
Page 2 of 4

Environmental Chemists, Inc.
6602 Windmill Way, Wilmington, NC 28405 ` 910.392.0223 Lab • 910.392.4424 Fax
(SM
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
info(«environmentalcheniists.com
Brunswick County Public Utilities Date of Report: Feb 24, 2020
Post Office Box 249
Customer PO #:
Bolivia NC 28422
Customer ID: 08100011
Attention: Matthew Henry
Report #: 2020-00438
Project ID: NEBR
Total Phosphorus
SM 4500 P F 2030 mg/kg 01/23/2020
Mercury
SW846 74718 1.10 mg/kg 01/17/2020
TCLP Metals
Arsenic
EPA 200.7 <1.0mg/L 01/22/2020
Barium
EPA 200.7 <1.0 mg/L 01/22/2020
Cadmium
EPA 200.7 <1.0 mg/L 01/22/2020
Chromium
EPA 200.7 <1.0mg/L 01/22/2020
Lead
EPA 200.7 <1.0 mg/L 01/22/2020
Selenium
EPA 200.7 <1.0mg/L 01/22/2020
Silver
EPA 200.7 <1.0 mg/L 01/22/2020
Mercury
EPA245.1 <0.0002 mg/L 01/24/2020
Lab ID Sample ID:
Collect Date/Time Matrix Sampled by
20-01045 Site: #1
1/8/2020 9:01 AM Solid/Sludge Matthew Henry
Test
Method Results Date Analyzed
Total Solids (%)
SM 2540 B 3.50 % 01/10/2020
Fecal Density
SM 9221C E MPN 24 hr 503 <515 MPN/g 01/08/2020
Lab ID Sample ID:
Collect Date/Time Matrix Sampled by
20-01055 Site: #2
1/8/2020 9:02 AM Solid/Sludge Matthew Henry
Test
Method Results Date Analyzed
Total Solids (%)
SM 2540 B 3.73 % 01/10/2020
Fecal Density
SM 9221C E MPN 24 hr 503 <483 MPN/g 01/08/2020
Lab ID Sample ID:
Collect Date/Time Matrix Sampled by
20-01056 Site: #3
1/8/2020 9:03 AM Solid/Sludge Matthew Henry
Test
Method Results Date Analyzed
Total Solids (°/o)
SM 2540 B 3.48 % 01/10/2020
Fecal Density
SM 9221 C E MPN 24 hr 503 <518 MPN/g 01/08/2020
Report #:. 2020-00438
Paae 3 of 4

Brunswick County Public Utilities
Post Office Box 249
Bolivia NC 28422
Attention: Matthew Henry
Lab ID
20-01057
Test
Sample ID:
Site: #4
Total Solids (%)
Fecal Density
Lab ID Sample ID:
20-01058 Site: #5
Test
Total Solids (%)
Fecal Density
Lab ID Sample ID:
20-01059 Site: #6
Test
Total Solids (%)
Fecal Density
Lab ID Sample ID:
20-01060 Site: #7
Test
Environmental Chemists, Inc.
6602 Windmill VVay, Wilmington, NC 28405 ' 910.392.0223 L.ab s 910.392.4424 Fax
710 Bowsertown Road, Manteo, NC 27954 . 252.473.5702 Lab/Fax
255-A Wilmington Llighway jacksonviiie, NC 28540 ' 910.347.5843 Lab/Fax
info.cienvironmentalchemists.ccm
Date of Report: Feb 24, 2020
Customer PO #:
Customer ID: 08100011
Report #: 2020-00438
Project ID: NEBR
Collect Date/Time Matrix
1/8/2020 9:04 AM Solid/Sludge
Method
SM 2540 B
SM 9221 C E MPN 24 hr 503
Collect Date/Time
1/8/2020 9:05 AM
Method
SM 2540 B
SM 9221C E MPN 24 hr 503
Collect Date/Time
1/8/2020 9:06 AM
Method
SM 2540 B
SM 9221C E MPN 24 hr 503
Method
Collect Date/Time
1/8/2020 9:07 AM
Total Solids (%) SM 2540 B
Fecal Density SM 9221C E MPN 24 hr 503
Comment: Sludge residuals reported on a dry weight basis.
Reviewed b T
Results
Sampled by
Matthew Henry
Date Analyzed
3.52 % 01/10/2020
<512 MPN/g 01/08/2020
Matrix Sampled by
Solid/Sludge Matthew Henry
Results Date Analyzed
3.65 % 01/10/2020
<494MPN/g 01/08/2020
Matrix Sampled by
Solid/Sludge Matthew Henry
Results Date Analyzed
3.65 % 01/10/2020
<494 MPN/g 01/08/2020
Matrix Sampled by
Solid/Sludge Matthew Henry
Results Date Analyzed
3.61 % 01/10/2020
<499 MPN/g 01/08/2020
Report #:: 2020-00438
Paae 4 of 4

COUNTY OF BRUNSWICK �J�SWICKCpG�J West Brunswick Regional Laboratory
Public Utilities Department m 235 Grey Water Road
Wastewater Treatment Division Supply, NC 28462
rN��RA���� Phone: [phone] Fax: [phone]
Sample Collection and Chain of Custody
Collected By: Matthew Henry Report No.: A,&
Sample Type: I = Influent, E = Effluent, W = Well, ST = Stream, SO = Soil, SL = Sludqe Other:
Sample
Identification
Collection
Sample
Type
Composite
or Grab
Container
(Plastic or Glass)
Chlorine
mg/L
LAB ID
NUMBER
PRESERVATION
ANALYSIS
REQUESTED
DATE
TIME
TEMP
NONE
HCI
H2SO4
I HNO3
THIO
OTHER
NEBR
17.8*C
SL
G
P
X
TCLP/RCl/nutrientV
/metals/residuals
1/8/2020
9:00
NEBR
1T8*C
SL
G
P
X
fecal density
1/8/2020
9:01
NEBR
17.8*C
SL.+
G
P
X
fecal density
1/8/2020
9:02
NEBR
17.8*C
SL
G
P
I
X
fecal density
1/8/2020
9:03
NEBR
17.8*C
SL
G
P
X
fecal density
1/8/2020
9:04
NEBR
17.8*C
SL
G
P
��
X
fecal density
1/8/2020
9:05
NEBR
178*C
.
SL
G
P
`
X
fecal density
1/8/2020
9:06
NEBR
17.8*C
SL
G
P
X
fecal density
1/8/2020
9:07
Transfer
Relinquished By:
Date/Time
% ; feceiVed..�y.
Date/Time
1777
-e
F
r'
."
Temperature when Received: , Accepted: y Rejected: Resample Required: _
Delivered By / •*-�.... L
Comments: f -L,,.�

County of Brunswick Public Utilities
West Brunswick Regional Facility Laboratory
Norlh Carolina Laborataiv Certrteation Vunaber: NC:00903
Anna leRomx, Lab Supervisor PO Box 249 235 Grey Water Road Telepbone: 910-253-2896
anna.leroux(cDbrunswickcoun_ync qov Bolivia, NC 284?2 Supply, N(' 28462 Fax: [phone]
Report Date: l 1-May-2020
EdUil Sample vn� dam le Da °e is"—Heaw
Northeast
Brunswick Thirty Day Bench Beginning: 4/8/2020 Reduction of Vector Attraction (<15% is considered passing)
Regional Digestor Scale Test Ending: 5/8/2020 as Required to Meet Option 3 2.01 %
WWTP EPA 1503.33(b)(3)] PASS
(End of Report)
Certified by: k
Anna IeRoux, Laboratory Supervisor

Willcox & Mabe Soil Solutions, PLLC
RESIDUAL PAN CALCULATION
Northeast Brunswick Regional WWTP
TKN=
112,000
mg/kg
NH3=
57,900
mg/kg
NO3-NO2-N=
18.6
mg/kg
Min Rate=
0.30
PAN= [min.rate (TKN - NH3) + 0.5 (NH3) + NO3-NO21
0.30 54,100 28,950
PAN= 45198.60 mg/kg
18.60
Calculate residual nitrogen for years 2,3,4 and 5 following the initial application to determine
the amount of PAN/DT remaining.
2ND YEAR RESIDUAL PAN
PAN= [min.rate (1st year org. - N 2nd year min. - N]
0.15 54,100 16,230
PAN= 5680.50 mg/kg remaining from 1st year application
3RD YEAR RESIDUAL PAN
PAN= [min.rate (2nd year org. - N 3rd year min. - N]
0.08 37,870 5,681
PAN= 2575.16 mg/kg remaining from 1st year application
4TH YEAR RESIDUAL PAN
PAN= [min.rate (3rd year org. - N 4th year min. - N]
0.05 32,190 2,575
PAN= 1480.72 mg/kg remaining from 1 st year application
5TH YEAR RESIDUAL PAN
PAN= [min.rate (4th year org. - N 5th year min. - N]
0.03 29,614 1,481
PAN= 817.84 mg/kg remaining from 1 st year application
Residual PAN from years 2 thru 5 after the initial application = 10554.21 mg/kg
Application
Five Year Maximum
Method
First Year PAN
Adjusted PAN
(mg/kg)
(mg/kg)
Surface
45,199
55,753
Incorporation
74,149
84,703

NE - SAR
SAR Calculation
Na mg/I
Ca mg/I
Mg mg/I
139.113
1250.91
332.838
Na
Ca
Mg
SAR
6.048
62.546
27.737
0.900
Na mil eq
Ca mil eq
Mg mil eq
6.048
62.546
27.737
Enter
Enter .% TS
3.69
Data
Na mg/kg
3770
Ca mg/kg
33900
Mg mg/kg
9020
Job Name:
Northeast Brunswick Regional WWTP
Page 2

APPENDIX IV
RESIDUALS SOURCE CERTIFICATION
APPLICATION FORM
• WEST BRUNSWICK REGIONAL WWTP
(FORM: RSC 06-16)

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
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 06-16, FORM: DCAR 06-16, 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 06-16):
® Submit the completed and appropriately executed Residuals Source Certification (FORM: RSC 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 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 1

RESIDUALS SOURCE FACILITY SUMMARY
Applicant's name: Brunswick County
Status
a
Code
Facility Permit Holder
Facility Name
County
Permit Number
Maximum Dry Tons Per Year
Current b
Proposed
R
Brunswick County
Northeast Brunswick Regional WWTP
Brunswick
NCO086819
1,000
1,000
R
Brunswick County
West Brunswick Regional WWTP
Brunswick
NCO023693
1,000
11000
R
Brunswick County
Beaver Dam Creek WTP
Brunswick
NCO040061
3,500
3,500
'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).
SUMMARY FOR FORM: RSC 06-16 Page 1

DWR
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Division of Water Resources RESIDUALS SOURCE CERTIFICATION
FORM: RSC 06-16
I. RESIDUALS SOURCE -GENERATING FACILITY INFORMATION (See Instruction B.):
1. Facility Name: Brunswick County — West Brunswick Regional WWTP
2. Facility permit holder is: Federal, 0 State, 0 Local Government, or 0 Private.
Facility permit issued by: Div. of Water Resources, 17 Div. of Environmental Health,
or Other (explain: _).
3. Facility contact person and title: Tim Webb, Wastewater Superintendent
Complete mailing address: Post Office Box 249
City: Bolivia State: N.C. Zip: 28422
Telephone number: [phone] E-mail address: tim.webbgbnmswickcountync.gov
4. Facility physical address: 250 Gray Water Road
City: Supply State: N.C. Zip: 28462
Coordinates: Latitude: 33' 53' 38" Longitude: 78° 35' 25"
Datum: NAD83 Level of accuracy: nearest second
Method of measurement: MAP
5. Purpose of the facility:
treatment of municipal wastewater, treatment of 100% domestic wastewater,
rq treatment of potable water, treatment of 100% industrial wastewater,
Ej 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: 6.0 MGD and facility average daily flow: 2.3 MGD
8. Average amount of residuals being generated at this facility 500 dry tons per year.
9. Specify the following regarding treatment and storage volumes available at the facility:
Type and volume of residuals treatment: (2 23�gallons WAS storage tanks; (4) ATAD Tanks-274,000 gallons each,
1 ATAD Storage Tank — 450,000 gallons
Type and volume of residuals storage (i.e., outside of residuals treatment units): Same as above
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 021.1102(6) as:
Biological 0 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: 0 yes 0 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: EnviroChem and Date of analysis: 4/13/20
Passed corrosivity test: yes no. pH: s.u. (2 < pH < 12.5)
Passed ignitability test: yes q no. Flashpoint: >180 °F (> 140°F)
Passed reactivity test: Eyes [;Jno. HCN: 0.202 mg/kg (<250) & H2S: 2.50 mg/kg (<500)
TCLP Parameter
Limit
(mgfi)
Result
(mgfi)
TCLP Parameter
Limit
(mgfi)
Result
(mgfi)
Arsenic
5.0
<1.0
Hexachlorobenzene
0.13
<0.050
Barium
100.0
<1.0
Hexachloro-1,3-Butadiene
0.5
<0.050
Benzene
0.5
<0.01
Hexachloroethane
3.0
<0.050
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
<0.050
m-Cresol
200.0
<0.050
Pentachlorophenol
100.0
<0.250
o-Cresol
200.0
<0.050
Pyridine
5.0
<0.050
p-Cresol
200.0
<0.050
Selenium
1.0
<1.0
Cresol
200.0
<0.050
Silver
5.0
<1.0
2,4-D
10.0
<0.003
Tetrachloroethylene
0.7
<0.01
1,4-Dichlorobenzene
7.5
<0.050
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
<0.050
2,4-Dinitrotoluene
0.13
<0.050
2,4,6-Trichlorophenol
2.0
<0.050
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 .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: EnviroChem and Date of analysis: 4/13/20
Parameter
Ceiling
Concentration Limits
(ClassA & ClassB)
(mglkg)
Monthly Average
Concentration Limits
(Class A Only)
(mglkg)
Result
(mglkg)
Arsenic
75
41
10.2
Cadmium
85
39
<6.04
Copper
4,300
1,500
544
Lead
840
300
20.2
Mercury
57
17
1.50
Molybdenum
75
n/a
12.9
Nickel
420
420
23.5
Selenium
100
100
<6.04
Zinc
7,500
2,800
1,640
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)
Arsenic
(mg/kg)
Chromium
(mg/kg)
Nickel
(mg/kg)
T7 > 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

5. Nutrient/Micronutrient Determination: Complete the following:
a. Total solids: 4.12 %.
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
nucronutnent parameters:
Laboratory: EnviroChem and Date of analysis: 4/13/20
Parameter
Result
(mglkg)
Aluminum
35,200
Alinnonia-Nitrogen
36,700
Calcium
24,300
Magnesium
4,270
Nitrate -Nitrite Nitrogen
108
pH (Standard Unit)
8.00
Phosphorus
72,500
Potassium
4,930
Sodium
2,180
Total Kjeldahl Nitrogen
65,200
c. Using the results listed in Item IL 5b. above, calculate the sodium adsorption ration (SAR): 0.69
[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): 0 default value, or 0 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 (1s) Year PAN
Five -Year
Maximum Adjusted PAN
(mglkg)
(mg/kg)
Surface
27,008
32,568
Inj ection/Incorporation
45,358
50,918
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 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 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.I 106(b)(3)(A)] - Time/Temperature Compliance.
q Alternative 2 [15A NCAC 02T.I 106(b)(3)(13)] - 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.I 106(b)(3)(D)] - No Prior Testing for Enteric Virus/Viable Helminth Ova.
Alternative 5 [15A NCAC 02T.I 106(b)(3)(E)-(K)] - Process to Further Reduce Pathogens (PFRP).
Specify one: composting, 0 heat drying, heat treatment,
thermophilic aerobic digestion, beta ray irradiation,
❑ gamma ray irradiation, or I pasteurization.
b. For Land Application of Class B.
El 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, air drying, 0 anaerobic digestion,
composting, i I lime stabilization.
c. For Surface Disposal:
Select One of the Class A or Equivalent Pathogen Reduction Alternatives in Item II. 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 II.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.1107, specify how residuals will meet the VAR requirements:
q Alternative 1 [15A NCAC 02T.1107(a)(1)] - 38% Volatile Solids Reduction (Aerobic/Anaerobic Digestion).
E] Alternative 2 [15A NCAC 02T.I 107(a)(2)] - 40-Day Bench Scale Test (Anaerobic Digestion).
a Alternative 3 [15A NCAC 02T.I 107(a)(3)] - 30-Day Bench Scale Test (Aerobic Digestion).
Q 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.
Q Alternative 8 [15A NCAC 02T.I 107(a)(8)] - Drying of Unstabilized Residuals.
Q Alternative 9 [15A NCAC 02T.I 107(a)(9)] - Injection.
Q Alternative 10 [15A NCAC 02T. 1107(a)(10)] - Incorporation.
Q Alternative for Surface Disposal Units Only - Soil/Other Material Cover [15A NCAC 02T.I 107(b)(2)].
g 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

• WEST BRUNSWICK REGIONAL WWTP
(FORM: RSC 06-16) (ATTACHMENTS)
o VICINITY MAP
o PROCESS FLOW DIAGRAM AND/OR NARRATIVE
o QUANTITATIVE JUSTIFICATION
o SAMPLING PLAN
o ANALYTICAL

BRUNSWICK COUNTY PUBLIC UTILITIES
OPERATIONS CENTER
250 GREY WATER ROAD NE
SUPPLY, NORTH CAROLINA 28462
MAILING ADDRESS
P. O. Box 249
BOLIVIA, NORTH CAROLINA 28422
TELEPHONE
[phone]
FAX
[phone]
Operational data for the West Brunswick Regional WRF (WQ0034468) Sludge
Treatment for Pathogen and Vector Attraction Reduction
The West Brunswick Regional WRF (WQ0023693) utilizes the Second Generation
ATAD process for residuals treatment and stabilization of our biosolids. The facility has
four (4) ATAD tanks and one (1) Storage Nitrification Denitrification Reactor. The
ATAD's operated at an average temperature of 56 degrees Celsius while batch feeding
approximately 7,000 gallons seven days/week. In the most extreme "drop" in temperature
the ATAD's went as low as 53.0 degrees Celsius for no more than 2 hours. At the
average operational temperature, the facility needs approximately 0.4 to 1.9 days to meet
the time and temperature portion of the Class "A" requirements. Our process at minimum
stays at or above the average temperature on a daily basis. The attached Fecal Density
(and sludge analysis) shows the pathogen reduction was met. Also attached is our 30-day
Bench Scale analysis for meeting the Vector Attraction Reduction (VAR). Production
for calendar year 2019 was 581.66 dry tons with a permitted capacity of 1,000 dry tons
per year. Residuals are land applied on Brunswick County permitted sites at 2.5% to 3.5
% solid.
If you would like to contact me for additional information I can be reached at:
910-253-2479 or by email: tim.web bLc�brunswickcountync.pgov
Tim Webb
Wastewater Superintendent
Brunswick County Public Utilities

i

RESIDUALS SOURCE CERTIFICATION (RSC 06-16)
QUANTITATIVE JUSTIFICATION
WEST BRUNSWICK REGIONAL WWTP
Annual Dry Tons (DT) Land Applied 2019 - Approximately 582 DT
Currently Permitted —1,000 DT
Proposed for Renewal —1,000 DT

SAMPLING PLAN
West Brunswick Regional WWTP
Non -Discharge Permit No. WQ0034468
LAND APPLICATION OF WWTP BIOSOLIDS
Sampling and Monitoring Plan
The West Brunswick Regional WWTP Biosolids will be monitored to confirm
compliance with conditions in Non -Discharge Permit No. WQ0034468 to include:
• Toxicity Characteristics Leaching Procedure (TCLP),
• Reactivity, Ignitability and Corrosivity,
• 15A NCAC 02T .1105 Pollutant Limits and nutrient analysis (based on permitted
monitoring frequency),
• Pathogen Reduction requirements,
• Vector Attraction Reduction requirements,
• Annual Representative Soil Analysis of each field which receives land application
during each respective year.
• Any other applicable Permit conditions.
Names and/or titles of personnel responsible for conducting the sampling and monitoring:
• Michael Garity
All sampling and monitoring shall be performed in accordance with the current Permit.
Pollutant concentrations in the West Brunswick Regional Biosolids shall not exceed the
following Ceiling Concentrations (i.e., dry weight basis) or Cumulative Pollutant
Loading Rates (CPLRs)
Parameter
Ceiling Concentration
(milligrams per
kilogram)
CPLR
(pounds per acre)
Arsenic
75
36
Cadmium
85
34
Copper
4,300
1,338
Lead
840
267
Mercury
57
15
Molybdenum
75
n/a
Nickel
420
374
Selenium
100
89
Zinc
7,500
2,498

Sampling and Monitoring Plan Brunswick County
West Brunswick Regional WWTP - Class A Biosolids Permit No. WQ0034468
The West Brunswick Regional WWTP Class A Biosolids shall be analyzed to
demonstrate it is non -hazardous under the Resource Conservation and Recovery Act
(RCRA). The analyses [corrosivity, ignitability, reactivity, and toxicity characteristic
leaching procedure (TCLP)] shall be performed annually.
TCLP shall include the following parameters (the regulatory level in milligrams per liter
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-Dichl0
o )ethylene
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)
Hexachlorobenzene (0.13)
Tetrachloroethylene (0.7)
Chlorobenzene (100.0)
Heptachlor (and its
hydroxide) (0.008)
Toxaphene (0.5)
Chloroform (6.0)
Hexachloro(-15)-butadiene
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)
An analysis shall be conducted on the West Brunswick Regional WWTP Class A
Biosolids based on conditions (monitoring frequencies) set forth in Permit No.
WQ0034468. The analysis shall include the following parameters:
Aluminum
Mercury
Potassium
Ammonia -Nitrogen
Molybdenum
Selenium
Arsenic
Nickel
Sodium
Cadmium
Nitrate -Nitrite Nitrogen
Sodium Adsorption Ratio
(SAR)
Calcium
Percent Total Solids
TKN
Copper
pH
Zinc
Lead
Phosphorus
Magnesium
Plant Available Nitrogen
(by calculation)

Sampling and Monitoring Plan Brunswick County
West Brunswick Regional WWTP - Class A Biosolids Permit No. WQ0034468
The West Brunswick Regional WWTP Class A Biosolids shall be analyzed to
demonstrate Pathogen Reduction requirements based on conditions (monitoring
frequencies) set forth in Permit No. WQ0034468:
Pathogen Reduction: Per 15A NCAC 02T.1106
For Distribution/Land Application of Class A Eguivalent:
®' A fecal coliform density that is demonstrated to be less than 1,000 MPN/gram of total dry
solids - [I 5A NCAC 02T. 1 106(a)(2)(A)]
And
Z Alternative 5 [15A NCAC 02T.1106(a)(3)(E)] - Process to Further Reduce
Pathogens (PFRP).
0thermophilic aerobic digestion
Vector Attraction Reduction (VAR): Per 15A NCAC 02T.1107
For Land Application of Class A WWTP Biosolids:
Alternative 1 [15A NCAC 02T.1107(a)(1)] — 38-Percent Volatile Solids
Reduction
Or
® Alternative 3 [15A NCAC 02T.1107(a)(3)] — 30-Day Bench Scale Test
(Aerobic Digestion)
Shared\WMSS Projects\2015\15-04 Brunswick County\Phase 11 - 2020 Class A Permit Renewal\West Brunswick Regional
WWTP\Sampling Plan - West WWTP - October 2020.doc
9

BRUNSWICK COUNTY
LAND APPLICATION PROGRAM
RESIDUALS ANALYSIS
Residual Type: Wastewater Treatment Plant
Date Sampled: March 11, 2020
West Brunswick Regional WWTP Permit No. WQ0034468
Mineralization Rate 0.30 4.12 % Solids
8.00 pH
Parameter
%
Mg/Kg Dry Weight
(% x 10,000)
Pounds/Dry Ton
(Mg/Kg x 0.002)
Nitrogen (TKN)
6.520
65,200.000
130.400
Phosphorus
7.250
72,500.000
145.000
Potassium
0.493
4,930.000
9.860
PAN (injected)*
4.536
45,358.000
90.716
PAN (surface)*
2.701
27,008.000
54.016
Ammonia Nitrogen
3.670
36,700.000
73.400
Calcium
2.430
24,300.000
48.600
Calcium Carbonate Eq.
---
---
Magnesium
---
4,270.000
8.540
Sodium
---
2,180.000
4.360
Sulfur
-__
___
Nitrate N / Nitrite N
---
108.000
0.216
Barium
---
---
SAR
Chloride
---
---
0.69
Iron
---
---
---
I Ceiling Concen.
Aluminum
---
35,200.00
70.400
(Mg/Kg)
Arsenic
---
10.20
0.020
75
Cadmium
---
6.04
0.012
85
Chromium
---
38.40
0.077
---
Copper
---
544.00
1.088
4,300
Lead
---
20.20
0.040
840
Mercury
---
1.500
0.003
57
Molybdenum
---
12.90
0.026
75
Nickel
---
23.50
0.047
420
Selenium
---
6.04
0.012
100
Zinc
---
1,640.00
3.280
7,500
Envirochem: 2020-04194
*Determination of Plant Available Nitrogen (PAN):
Injected Application:
(Mineralization Rate)(TKN-Ammonia N) + Ammonia N + Nitrate N + Nitrite N = % PAN
Surface Application:
(Mineralization Rate)(TKN-Ammonia N) + (0.5)(Ammonia N) + Nitrate N + Nitrite N = % PAN
Note: Constituents N.D. (Not Detected) or < detection limits are listed as detection limits
for calculation purposes.

Eenvirochem
ANALYTICAL & CONSULTING CHEMISTS
Brunswick County Public Utilities
Post Office Box 249
Bolivia NC 28422
Attention:
Environmental Chemists, Inc.
6602 Windmiil Wad,, Wilmington, NC 28405 * 910.392.0223 Lab - 910.392.4424 Fax
710 Bow•sertown Road, Manteo, NC 27954 - 252.473.5702 Lab/Fax
25.5-A Wilmington Highway, Jacksonville, NC 28540 s 910.347.5843 Lab/Fax
info(i environmentalchemists.com
Date of Report: Apr 13, 2020
Customer PO #:
Customer ID: 08100011
Report #: 2020-04194
Project ID: West Brunswick Regional WWTP
Lab ID Sample ID:
20-10318 Site: Sludge
Test
Collect Date/Time
3/11/2020 12:10 PM
Method
Matrix Sampled by
Solid/Sludge Brian Blanton
Results Date Analyzed
Chlordane (TCLP)
SW 846 Method 8081B/3510
<0.02 mg/L
03/19/2020
Endrin (TCLP)
SW 846 Method 80816/3510
<0.0005 mg/L
03/19/2020
Heptachlor (TCLP)
SW 846 Method 8081 B/3510
<0.0005 mg/L
03/19/2020
Heptachlor epoxide (TCLP)
SW 846 Method 80818/3510
<0.0005 mg/L
03/19/2020
Lindane (TCLP)
SW 846 Method 8081B/3510
<0.0005 mg/L
03/19/2020
Methoxychlor (TCLP)
SW 846 Method 80811313510
<0.0005 mg/L
03/19/2020
Toxaphene (TCLP)
SW 846 Method 80818/3510
<0.05 mg/L
03/19/2020
1,4-Dichlorobenzene (TCLP)
SW 846 method 8270/3510
<0,050 mg/L
03/20/2020
2,4,5-Trichlorophenol (TCLP)
SW 846 method 827013510
<0.050 mg/L
03/20/2020
2,4,6-Trichlorophenol (TCLP)
SW 846 method 8270/3510
<0.050 mg/L
03/20/2020
2,4-Dinitrotoluene (TCLP)
SW 846 method 827013510
<0.050 mg/L
03/20/2020
Cresol (TCLP)
SW 846 method 8270/3510
<0.050 mg/L
03/20/2020
Hexachloro-1,3-butadiene (TCLP)
SW 846 method 8270/3510
<0.050 mg/L
03/20/2020
Hexachlorobenzene (TCLP)
SW 846 method 8270/3510
<0.050 mg/L
03/20/2020
Hexachloroethane (TCLP)
SW 846 method 8270/3510
<0.050 mg/L
03/20/2020
m + p-Cresol (TCLP)
SW 846 method 8270/3510
<0.050 mg/L
03/20/2020
Nitrobenzene (TCLP)
SW 846 method 8270/3510
<0.050 mg/L
03/20/2020
o-Cresol (TCLP)
SW 846 method 8270/3510
<0.050 mg/L
03/20/2020
Pentachlorophenol (TCLP)
SW 846 method 8270/3510
<0.250 mg/L
03/20/2020
Pyridine (TCLP)
SW 846 method 8270/3510
<0.050 mg/L
03/20/2020
2,4,5-TP (TCLP)
SW846 Method 8151A
<0.003 mg/L
03/20/2020
2,4-D (TCLP)
SW846 Method 8151A
<0.003 mg/L
03/20/2020
1,1-Dichloroethylene (TCLP)
SW846 Method 8260/5030
<0.01 mg/L
03/25/2020
1,2-Dichloroethane (TCLP)
SW846 Method 8260/5030
<0.01 mg/L
03/25/2020
Benzene (TCLP)
SW846 Method 8260/5030
<0.01 mg/L
03/25/2020
Carbon Tetrachloride (TCLP)
SW846 Method 8260/5030
<0.01 mg/L
03/25/2020
Report #:. 2020-04194
Page 1 of 4

envirochem
ANALYTICAL & CONSULTING CHEMISTS
Environmental Chemists, Inc.
6602 Windmill Way, Wilmington, NC 28405 - 9:1.0.392.0223 Lab & 910,392.4424 Fax
710 Powsertown Road, Manteo, NC 27954 - 252.473.5702 Lab/Fax
255-A Wilmington Highway, Jacksonville, \C 28540 ® 910,347.5843 Lab; Fax
infor"a environmerttalchemists.coni
Brunswick County Public Utilities
Date of Report: Apr 13, 2020
Post Office Box 249
Customer PO #:
Bolivia NC
28422
Customer ID: 08100011
Attention:
Report #: 2020-04194
Project ID: West Brunswick Regional WWTP
Chlorobenzene (TCLP)
SW846 Method 8260/5030
<0.01 mg/L
03/25/2020
Chloroform (TCLP)
SW846 Method 8260/5030
<0.01 mg/L
03/25/2020
Methyl ethyl ketone (TCLP)
SW846 Method 8260/5030
<0.05 mg/L
03/25/2020
Tetrachloroethylene (TCLP)
SW846 Method 8260/6030
<0.01 mg/L
03/25/2020
Trichloroethylene (TCLP)
SW846 Method 8260/5030
<0.01 mg/L
03/25/2020
Vinyl Chloride (TCLP)
SW846 Method 8260/5030
<0.01 mg/L
03/25/2020
RCI
Cyanide
EPA 335.4
0.202 mg/kg
03/18/2020
Sulfide
SM 4500 S D
2.50 mg/kg
03/31/2020
Ignitability
SW 846 method 1010
>180 OF
03/27/2020
Sludge Residuals
Aluminum
EPA 200.7
35200 mg/kg
03/16/2020
Arsenic
EPA 200.7
10.2 mg/kg
03/12/2020
Cadmium
EPA 200.7
<6.04 mg/kg
03/12/2020
Calcium
EPA 200.7
24300 mg/kg
03/12/2020
Chromium
EPA 200.7
38.4mg/kg
03/12/2020
Copper
EPA 2003
544 mg/kg
03/12/2020
Lead
EPA 200.7
20.2 mg/kg
03/12/2020
Magnesium
EPA 200.7
4270 mg/kg
03/12/2020
Molybdenum
EPA 200.7
12.9 mg/kg
03/12/2020
Nickel
EPA 200.7
23.5 mg/kg
03/12/2020
Potassium
EPA 2003
4930 mg/kg
03/12/2020
Selenium
EPA 200.7
<6.04 mg/kg
03/12/2020
Sodium
EPA 200.7
2180 mg/kg
03/12/2020
Zinc
EPA 200.7
1640 mg/kg
03/12/2020
Nitrate+Nitrite-Nitrogen
EPA 353.2
108 mg/kg
03/23/2020
Total Solids (%)
SM 2540 B
4.12 %
03/12/2020
pH
SM 4500 H B
8.00 units
04/02/2020
Ammonia Nitrogen
SM 4500 NH3 C
36700 mg/kg
03/15/2020
Total Kjeldahl Nitrogen (TKN)
SM 4500 Org B
65200 mg/kg
03/15/2020
Report #:: 2020-04194
Page 2 of 4

Environmental Chemists, Inc.
6602 VVindmilt Way, Wilmington, NC 28405 * 910.392.0223 Lab * 910.392.4424 Fax
710 Powsertown Road, Ma.nteo, NC 27954 * 252.473.5702 Lab/ Fax
255-A Wilmington Highway, Jacksonville, NC 28540 • 910.347.5843 Lab/Fax
info f�i,>cnvironnYentalclternists.conl
Brunswick County Public Utilities Date of Report: Apr 13, 2020
Post Office Box 249 Customer PO #:
Bolivia NC 28422 Customer ID: 08100011
Attention: Report #: 2020-04194
Project ID: West Brunswick Regional WWTP
Total Phosphorus
SM 4500 P F
72500 mg/kg
03/27/2020
Mercury
SW8467471B
1.50mg/kg
03/13/2020
TCLP Metals
Arsenic
EPA 2001
<1.0 mg/L
03/19/2020
Barium
EPA 2003
<1.0 mg/L
03/19/2020
Cadmium
EPA 2003
<1.0 mg/L
03/19/2020
Chromium
EPA 200.7
<1.0 mg/L
03/19/2020
Lead
EPA 200.7
<1.0 mg/L
03/19/2020
Selenium
EPA200.7
<1.0mg/L
03/19/2020
Silver
EPA 200.7
<1.0 mg/L
03/19/2020
Mercury
EPA 245.1
<0.0002 mg/L
03/19/2020
Lab ID Sample ID:
Collect Date/Time
Matrix Sampled by
20-10319 Site: 1
3/11/2020 12:01 PM
Solid/Sludge Brian Blanton
Test
Method
Results Date Analyzed
Total Solids (%)
SM 2540 B
4.20 %
03/12/2020
Fecal Density
SM 9221C E MPN 24 hr 503
<43 MPN/g
03/11/2020
Lab ID Sample ID:
Collect Date/Time
Matrix Sampled by
20-10321 Site: 2
3/11/2020 12:02 PM
Solid/Sludge Brian Blanton
Test
Method
Results Date
Analyzed
Total Solids (%)
SM 2540 B
4.46 %
03/12/2020
Fecal Density
SM 9221C E MPN 24 hr 503
<41 MPN/g
03/11/2020
Lab ID Sample ID:
Collect Date/Time
Matrix Sampled by
20-10322 Site: 3
3/11/2020 12:03 PM
Solid/Sludge Brian Blanton
Test
Method
Results Date
Analyzed
Total Solids (%)
SM 2540 B
4.52
03/12/2020
Fecal Density
SM 9221C E MPN 24 hr 503
<40 MPN/g
03/11/2020
Report #:: 2020-04194
Page 3 of 4

Environmental Chemists, Inc.
6602 Windmill Way, Wilmington, NC 28405 a 91.0.392,0223 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
info(tieiivironnl.entalehemists.com
Brunswick County Public Utilities Date of Report: Apr 13, 2020
Post Office Box 249 Customer PO #:
Bolivia NC 28422 Customer ID: 08100011
Attention: Report #: 2020-04194
Project ID: West Brunswick Regional WWTP
Lab ID Sample ID: Collect Date/Time Matrix Sampled by
20-10323 Site: 4 3/11/2020 12:04 PM Solid/Sludge Brian Blanton
Test _ Method Results Date Analyzed
Total Solids (%)
SM 2540 B
4.31 % 03/12/2020
Fecal Density
SM 9221C E MPN 24 hr 503
<42 MPN/g 03/11/2020
Lab ID Sample ID:
Collect Date/Time
Matrix Sampled by
20-10324 Site: 5
3/11/2020 12:05 PM
Solid/Sludge Brian Blanton
Test
Method
Results Date Analyzed
Total Solids (%}
SM 2540 B
4.44 % 03/12/2020
Fecal Density
SM 9221C E MPN 24 hr 503
<41 MPN/g 03/11/2020
Lab ID Sample ID:
Collect Date/Time
Matrix Sampled by
20-10325 Site: 6
3/11/2020 12:06 PM
Solid/Sludge Brian Blanton
Test
Method
Results Date Analyzed
Total Solids (%)
SM 2540 B
4.49 % 03/12/2020
Fecal Density
SM 9221C E MPN 24 hr 503
<41 MPN/g 03/11/2020
Lab ID Sample ID:
Collect Date/Time
Matrix Sampled by
20-10326 Site: 7
3/111/2020 12:07 PM
Solid/Sludge Brian Blanton
Test
Method
Results Date Analyzed
Total Solids (%)
SM 2540 B
4.53 % 03/12/2020
Fecal Density
SM 9221C E MPN 24 hr 503
<40 MPN/g 03/11/2020
Comment: Sludge residuals, except pH, reported on a dry weight basis. pH reported on an as received basis.
Reviewed by:
Report #:: 2020-04194 Page 4 of 4

Environmental Chemist, Inc., Wilmington, NC Lab q94
602 Windmill Way
.vilmington, VC 28405
10.392.0223
5ample Receipt Checklist
Client: . + /
_Date: 3 0 Report Number:
Receipt of sample: Delivered
YES '❑ y1 0 UPS ❑ FedEx C] Other ❑
lip YES l0 -I Were 1. Were custody seals present on the cooler?
N/A 2. if custody seals were present, were the r
Original temperature upon receipt k=,C Y ntact/unbroken?
Haw temperature taken: ❑ Temperature i3lank ` orrected temperature upon receipt --_— 'C
A Gun 10' Thomas Traceable S/N 192511657 against 8ott}es
0 YES ❑ No 3. If temperature of coolerexceeded 6 C Correction
NOwas Project M rr,
YES l❑ 4. Were proper custo I H /CL4 notified?
YES [� y0 dV Procedures (relinquished/received) followed?
5• Were sample ID's listed on the COC?
YES i❑ VO 6. 'Nere samples ID's listed on sample co
YES ❑ NO 7. Were collentainers?
YES ❑ ction date and time listed on the COC?
NO 8. Were tests to be performed listed on the COC?
1 `S ❑ ,40 9. Did samples arrive in proper containers f
YES '❑ y110. Did sam
O p Of each test?
l
YES ❑ VO es arrive in good condition for each test?
Es
i� 11. Was adequate sample volume available?'
Yi❑ wo
12. Were samples received within proper holding time for requested tests?
(7 YES ❑ VO , 13. Were acid preserved samples received at a pH of <2?
i ❑ YES 10 140 14. Were
Cl '?ES ❑ Y0 cyanide samples received at a pH >12?
15. were sulfide samples received at a pH >97
❑ YES ❑ 'VO 16. Were NH3/TKN/Phenol received at a chlorine restd
❑ YES ❑ '�O 17. Were Sulfide/Cyanide received at a chlorine residual
of <0_S m/�? ••
at of <0.5 m/L?
` TOCNolatifes are pH checked at time of analysis and recorded on the benchsheet.
"* °acteria samples are checked for Chlorine at time of analysis and recorded on the benchsheet
I
Sample Preservation: Must be completed for any samplesO n Sample(s) : correctl y preserved or with headspace)
b adding •vere received incorrectly preserved and were adjusted accordingly
Y g (circle one): -i,so
Time of oreservation: a 1NO3 tCl NaOH
f more than one preservative ;s needed,
Note Notify customer service ;mmediatel notate in comet Y .or ncorrectly preserved samaies. r,btain a new ; enLS below
'Iotify the state 'ao it directed to analyzed h t ample or
v he customer. ,vho was ^cc.�ed, d Volatiles Samole(s) f ate and time:
vere received with headspace
COMMENTS:
..4ri.uU

ENVIRONMENTAL CHEMISTS, INC 6602 Windmill Way
} Sample Collection and Chain of. Custody Wilmington, NC 28405
Phone; [phone]
Fax [phone]
rt No: 2.v, -- L4 C 9-
Sample Type: I = Influent, E = Effluent, W =Well, ST =Stream, SO =Soil, SL= Sludge
Other:
a - PRESERVATION
w Collection W „ •y= = c v =
Sample Identification > n `o L it `o o -a w .� ^. O ANALYSIS REQUESTED
a s o o a s a O O O w Q
Z DATE TIME TEMP v x x = c
WBR
1011
SL
X
TCLP, Nutrients, metals,
RCI
3-h-1�
G.
WBR
t©3 t
SL
C
X
FECAL DENSITY
1
G
WBR
SL
C
X
FECAL DENSITY
G
WBR
�-n-3
SL
C
X
FECAL DENSITY
-
G
WBR
ail"3
SL
C
(�r-)
_
X
FECAL DENSITY
3-t�.2�
i�,L
G
WBR
SL
C
FECAL DENSITY
WBR
Lo -5
SL
C
P
X
FECAL DENSITY
l-
W13R
SL
C
P
X
FECAL DENSITY
G
C
P
G
G
C
P
G
G
TRIANNUALS ----_ _-.—
Transfer
Relinquished By:
Date/Time
Received By:
Date/Time
2.
I emperature when deceived: Lt _ Accepted:. ✓ Rejected: Resample
Requested:
Delivere B Received By: G,I- - -If
Date: i t ,- i ;L— Time: ,'�

County of Brunswick Public Utilities
West Brunswick Regional Facility Laboratory
North Carolina Lzbomtoiy Cei-Iffleation Number: NC00903
Anna IcRoux, Lab SoNxvisor 130 Box 249 235 Grey Water Road Telephone: [phone]
anna.leroux(ftfqn2Loiekcountync. ov Bolivia, NC 28422 Supply. NC2M62 Fax: [phone]
Report Date: 29-Apr-2020
SamplLTU,&
West
Brunswick Thirty Day Bench Beginning.* 3/11/2020 Reduction of Vector Attraction (<15% is considered passing)
Regional Digestor Scale Test Ending: 4/13/2020 as Required to Meet Option 3 4.19%
WWTP EPA [503,33(b)(3)] PASS
(End of Report)
Certified by: r--
Anna IeRoux, Laboratory Supervisor

Willcox & Mabe Soil Solutions, PLLC
RESIDUAL PAN CALCULATION
West Brunswick Regional WWTP
TKN= 65,200 mg/kg
NH3= 36,700 mg/kg
NO3-NO2-N= 108.0 mg/kg
Min Rate= 0.30
PAN= [min.rate (TKN - NH3) + 0.5 (NH3) + NO3-NO21
0.30 28,500 18,350 108.00
PAN= 27008.00 mg/kg
Calculate residual nitrogen for years 2,3,4 and 5 following the initial application to determine
the amount of PAN/DT remaining.
2ND YEAR RESIDUAL PAN
PAN= [min.rate (1st year org. - N 2nd year min. - N]
0.15 28,500 8,550
PAN= 2992.50 mg/kg remaining from 1 st year application
3RD YEAR RESIDUAL PAN
PAN= [min.rate (2nd year org. - N 3rd year min. - N]
0.08 19,950 2,993
PAN= 1356.60 mg/kg remaining from 1 st year application
4TH YEAR RESIDUAL PAN
PAN= [min.rate (3rd year org. - N 4th year min. - N]
0.05 16,958 1,357
PAN= 780.05 mg/kg remaining from 1st year application
5TH YEAR RESIDUAL PAN
PAN= [min.rate (4th year org. - N 5th year min. - N]
0.03 15,601 780
PAN= 430.84 mg/kg remaining from 1 st year application
Residual PAN from years 2 thru 5 after the initial application = 5559.98 mg/kg
Application
Five Year Maximum
Method
First Year PAN
Adjusted PAN
(mg/kg)
(mg/kg)
Surface
27,008
32,568
Incorporation
45,358
50,918

WEST-SAR
SAR Calculation
Na mg/I
Ca mg/I
Mg mg/I
89.816
1001.16
175.924
Na
Ca
Mg SAR
3.905
50.058
14.660 0.686
Na mil eq
Ca mil eq
Mg mil eq
3.905
50.058
14.660
Enter
Enter .% TS
4.12
Data
Na mg/kg
2180
Ca mg/kg
24300
Mg mg/kg
4270
Job Name:
West Brunswick Regional WWTP
Page 4

APPENDIX V
RESIDUALS SOURCE CERTIFICATION
APPLICATION FORM
• BEAVER DAM CREEK WTP
(FORM: RSC 06-16)

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
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 "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 1

RESIDUALS SOURCE FACILITY SUMMARY
Applicant's name: Brunswick County
Status
Code'
Facility Permit Holder
Facility Name
County
Permit Number
Maximum Dry Tons Per Year
Current b
Proposed
R
Brunswick County
Northeast Brunswick Regional WWTP
Brunswick
NCO086819
1,000
1,000
R
Brunswick County
West Brunswick Regional WWTP
Brunswick
NCO023693
1,000
1,000
R
Brunswick County
Beaver Dam Creek WTP
Brunswick
NCO040061
3,500
3,500
'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).
SUMMARY FOR FORM: RSC 06-16 Page 1

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.):
1. Facility Name: Beaver Dam Creek WTP
2. Facility permit holder is: F,1 Federal, 0 State, 0 Local Government, or 0 Private.
Facility permit issued by: Q Div. of Water Resources, Div. of Environmental Health,
or Other (explain: _).
3. Facility contact person and title: Jeremy Sexton
Complete mailing address: Post Office Box 249
City: Bolivia State: N.C. Zip: 28422
Telephone number: [phone] E-mail address: jeremy.sextongbrunswickcountync.gov
4. Facility physical address: 4305 Southport -Supply Road
City: Southport State: N.C. Zip: 26461
Coordinates: Latitude: 33' 57' 35.47" Longitude: 78, 04' 55.55"
Datum: NAD83 Level of accuracy: nearest hundredth of second
Method of measurement: ADD
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 (WTP)
7. Facility permitted/design flow: 6.0 MGD and facility average daily flow: 1.83 MGD
8. Average amount of residuals being generated at this facility 3.500 dry tons per year.
9. Specify the following regarding treatment and storage volumes available at the facility:
Type and volume of residuals treatment: N/A - WTP
Type and volume of residuals storage (i.e., outside of residuals treatment units): Drying Beds & Lagoon-Approx. 30 Days
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 77 Non -Biological (WTP)
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: 0 yes FlI 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: March 4, 2016
Passed corrosivity test: yes T9 no. pH: s.u. (2 < pH < 12.5)
Passed ignitability test: yes ❑ no. Flashpoint: = OF (> 140°F)
Passed reactivity test: Eyes ao. HCN: <0.123 mg/kg (<250) & H2S: <0.247 mg/kg (<500)
TCLP Parameter
Limit
(m917)
Result
(m917)
TCLP Parameter
Limit
(m917)
Result
(m917)
Arsenic
5.0
<1.0
Hexachlorobenzene
0.13
<0.050
Barium
100.0
<1.0
Hexachloro-1,3-Butadiene
0.5
<0.050
Benzene
0.5
<0.01
Hexachloroethane
3.0
<0.050
Cadmium
1.0
<1.0
Lead
5.0
<1.0
Carbon Tetrachloride
0.5
<0.01
Lindane
0.4
<0.0005
Chlordane
0.03
<0.05
Mercury
0.2
<0.0020
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
<0.050
m-Cresol
200.0
<0.050
Pentachlorophenol
100.0
<0.250
o-Cresol
200.0
<0.050
Pyridine
5.0
<0.050
p-Cresol
200.0
<0.050
Selenium
1.0
<1.0
Cresol
200.0
<0.050
Silver
5.0
<1.0
2,4-D
10.0
<0.050
Tetrachloroethylene
0.7
<0.01
1,4-Dichlorobenzene
7.5
<0.050
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
<0.050
2,4-Dinitrotoluene
0.13
<0.050
2,4,6-Trichlorophenol
2.0
<0.050
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 .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: Environmental Chemists, Inc. and Date of analysis: 10/8/20
Parameter
Ceiling
Concentration Limits
(ClassA & ClassB)
(mglkg)
Monthly Average
Concentration Limits
(Class A Only)
(mglkg)
Result
(mglkg)
Arsenic
75
41
3.34
Cadmium
85
39
<3.12
Copper
4,300
1,500
4.66
Lead
840
300
5.58
Mercury
57
17
<0.101
Molybdenum
75
n/a
<3.12
Nickel
420
420
<3.12
Selenium
100
100
<3.12
Zinc
7,500
2,800
5.04
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)
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

5. Nutrient/Micronutrient Determination: Complete the following:
a. Total solids: 15.4 %.
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: Environmental Chemists. Inc. and Date of analysis: 10/8/20
Parameter
Result
(mglkg)
Aluminum
707
Ammonia -Nitrogen
96.8
Calcium
513,000
Magnesium
1,570
Nitrate -Nitrite Nitrogen
1.16
pH (Standard Unit)
8.27
Phosphorus
593
Potassium
<156
Sodium
408
Total Kjeldahl Nitrogen
453
c. Using the results listed in Item II. 5b. above, calculate the sodium adsorption ration (SAR): 0.06
[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: 20 %. This
rate is a (check one): JJ default value, or 0 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 (1s) Year PAN
Five -Year
Maximum Adjusted PAN
(mglkg)
(mg/kg)
Surface
121
176
Inj ection/Incorporation
169
224
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 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 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):
14 Alternative 1 [15A NCAC 02T.I 106(b)(3)(A)] - Time/Temperature Compliance.
Q Alternative 2 [15A NCAC 02T.I 106(b)(3)(13)] - Alkaline Treatment.
Q Alternative 3 [15A NCAC 02T.I 106(b)(3)(C)] - Prior Testing for Enteric Virus/Viable Helminth Ova.
q Alternative 4 [15A NCAC 02T.I 106(b)(3)(D)] - No Prior Testing for Enteric Virus/Viable Helminth Ova.
El Alternative 5 [15A NCAC 02T.I 106(b)(3)(E)-(K)] - Process to Further Reduce Pathogens (PFRP).
Specify one: composting, 0 heat drying, heat treatment,
thermophilic aerobic digestion, beta ray irradiation,
F1 gamma ray irradiation, or I pasteurization.
b. For Land Application of Class B.
71 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, air drying, ❑ anaerobic digestion,
[� composting, or I lime stabilization.
c. For Surface Disposal:
TJ Select One of the Class A or Equivalent Pathogen Reduction Alternatives in Item II. 7a. above.
El Select One of the Class B or Equivalent Pathogen Reduction Alternatives in Item II. 7b. above.
El Exempt -If Daily Cover Alternative is chosen in Item II.8. below [ 15A NCAC 02T.1106(a)(2)].
El 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.I 107(a)(1)] - 38% Volatile Solids Reduction (Aerobic/Anaerobic Digestion).
E] Alternative 2 [15A NCAC 02T.I 107(a)(2)] - 40-Day Bench Scale Test (Anaerobic Digestion).
Q Alternative 3 [15A NCAC 02T.I 107(a)(3)] - 30-Day Bench Scale Test (Aerobic Digestion).
Q Alternative 4 [15A NCAC 02T.I 107(a)(4)] - Specific Oxygen Uptake Rate Test (Aerobic Digestion).
Q 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.
Q Alternative 8 [15A NCAC 02T.I 107(a)(8)] - Drying of Unstabilized Residuals.
Q Alternative 9 [15A NCAC 02T.I 107(a)(9)] - Injection.
Q Alternative 10 [15A NCAC 02T.I 107(a)(10)] - Incorporation.
Alternative for Surface Disposal Units Only - Soil/Other Material Cover [15A NCAC 02T.I 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

• BEAVER DAM CREEK WTP
(FORM: RSC 06-16) (ATTACHMENTS)
o VICINITY MAP
o PROCESS FLOW DIAGRAM AND/OR NARRATIVE
o QUANTITATIVE JUSTIFICATION
o SAMPLING PLAN
o ANALYTICAL

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AW
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/W
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t

CLEARWELL
DRYING BED UNDERFLOW EXISTING
SLUDGE
LAGOON CLEARWELL
LAGOON DECANT P
BACKWASH BACKWASH
j
FILTER FILTER
Off,
a�
p FILTER FILTER FILTER
)RYING BEo 1
BACKWASH EO } I
AND SETTLING
BASIN!, i 2'
BW SLUDGE
PUMPS
BW RECYCLE
P P ! PUMPS
I. P
HAZEN AND SAWYER
Em.--" 60— i s....me
1 f —FM
FLOW METER }
TO BEAVER
DAM CREEK
RECYCLE
RECAR13ONATION
TANK
UPFLOW
CONTACT
CLARIFIER
j LAB/OFFICE
BLDG
MAINTENANCE
BLDG UPFLOW
CONTACT
CLARIFIER
RAW WATER
FIGURE 1.2

RESIDUALS SOURCE CERTIFICATION (RSC 06-16)
QUANTITATIVE JUSTIFICATION
BEAVER DAM CREEK - HIGHWAY 211 WTP
Currently Permitted — 3,500 DT
Proposed for Renewal — 3,500 DT

SAMPLING PLAN
Beaver Dam Creek — Highway 211 WTP
Non -Discharge Permit No. WQ0034468
LAND APPLICATION OF WTP RESIDUALS
Sampling and Monitoring Plan
The Beaver Dam Creek — Highway 211 WTP Residuals will be monitored to confirm
compliance with conditions in Non -Discharge Permit No. WQ0034468 to include:
• Toxicity Characteristics Leaching Procedure (TCLP) (For initial Permit
Application),
• Reactivity, Ignitability and Corrosivity (For initial Permit Application),
• 15A NCAC 02T .l 105 Pollutant Limits and nutrient analysis (based on permitted
monitoring frequency),
• Pathogen Reduction requirements (For initial Permit Application),
• Annual Representative Soil Analysis of each field which receives land application
during each respective year.
• Any other applicable Permit conditions.
Names and/or titles of personnel responsible for conducting the sampling and monitoring:
• Jeremy Sexton
All sampling and monitoring shall be performed in accordance with the current Permit.
Pollutant concentrations in the Beaver Dam Creek WTPA Residuals shall not exceed the
following Ceiling Concentrations (i.e., dry weight basis) or Cumulative Pollutant
Loading Rates (CPLRs)
Parameter
Ceiling Concentration
(milligrams per
kilogram)
CPLR
(pounds per acre)
Arsenic
75
36
Cadmium
85
34
Copper
4,300
1,338
Lead
840
267
Mercury
57
15
Molybdenum
75
n/a
Nickel
420
374
Selenium
100
89
Zinc
7,500
2,498

Sampling and Monitoring Plan
Beaver Dam Creek WTP - Class A Residuals
Brunswick County
Permit No. WQ0034468
The Beaver Dam Creek WTP Class A Residuals shall be analyzed to demonstrate it is
non -hazardous under the Resource Conservation and Recovery Act (RCRA). The
analyses [corrosivity, ignitability, reactivity, and toxicity characteristic leaching
procedure (TCLP)] shall be performed for the initial permit application.
TCLP shall include the following parameters (the regulatory level in milligrams per liter
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-DichlOo
pyridine (5.0)
)ethylene
Cadmium (1.0)
2,4-Dinitrotoluene (0.13)
Selenium (1.0)
Carbon tetrachloride
(0.5)
Endrin (0.02)
Silver (5.0)
Chlordane (0.03)
Hexachlorobenzene (0.13)
Tetrachloroethylene (0.7)
Chlorobenzene (100.0)
Heptachlor (and its
hydroxide) (0.008)
Toxaphene (0.5)
Chloroform (6.0)
Hexachloro(-1,3-butadiene
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)
An analysis shall be conducted on the Beaver Dam Creek WTP Class A Residuals based
on conditions (monitoring frequencies) set forth in Permit No. WQ0034468. The
analysis shall include the following parameters:
Aluminum
Mercury
Potassium
Ammonia -Nitrogen
Molybdenum
Selenium
Arsenic
Nickel
Sodium
Cadmium
Nitrate -Nitrite Nitrogen
Sodium Adsorption Ratio
(SAR)
Calcium
Percent Total Solids
TKN
Copper
pH
Zinc
Lead
Phosphorus
Magnesium
Plant Available Nitrogen
(by calculation)

Sampling and Monitoring Plan
Beaver Dam Creek WTP - Class A Residuals
Brunswick County
Permit No. WQ0034468
The Beaver Dam Creek WTP Class A Residuals shall be analyzed to demonstrate
Pathogen Reduction requirements for the initial permit application:
Pathogen Reduction: Per 15A NCAC 02T.1106
For Distribution/Land Application of Class A Equivalent:
t A fecal coliform density that is demonstrated to be less than 1,000 MPN/gram of total
dry solids
(Non -Biological Residuals are not required to meet an additional Alternative
Vector Attraction Reduction (VAR): Per 15A NCAC 02T.1107
For Distribution/Land Application of Class A Equivalent:
Not Applicable — Non -Biological Residuals with NO Domestic Wastewater
Contribution
Shared\WMSS Projects\2015\15-04 Brunswick County\Phase 11 - 2020 Class A Permit Renewal\Beaver Dam Creek
WTP\Sampling Plan - Highway 211 WTP - October 2020.doc
3

BRUNSWICK COUNTY
LAND APPLICATION PROGRAM
RESIDUALS ANALYSIS
Residual Type: Water Treatment Plant
Date Sampled: September 23, 2020
Beaver Dam Creek WTP Permit No. WQ0034468
Mineralization Rate 0.20 15.40 % Solids
8.27 pH
Parameter
%
Mg/Kg Dry Weight
(% x '10,000)
Pounds/Dry Ton
(Mg/Kg x 0.002)
Nitrogen (TKN)
0.045
453.000
0.906
Phosphorus
0.059
593.000
1.186
Potassium
0.016
156.000
0.312
PAN (injected)*
0.017
169.200
0.338
PAN (surface)*
0.012
120.800
0.242
Ammonia Nitrogen
0.010
96.800
0.194
Calcium
51.300
513,000.000
1,026.000
Calcium Carbonate Eq.
---
--_
Magnesium
---
1,570.000
3.140
Sodium
---
408.000
0.816
Sulfur
---
--_
Nitrate N / Nitrite N
---
1.160
0.002
Barium
---
---
SAR
Chloride
---
---
0.06
Iron
---
---
---
Ceiling Concen.
Aluminum
---
707.00
1.414
(Mg/Kg)
Arsenic
---
3.34
0.007
75
Cadmium
---
3.12
0.006
85
Chromium
---
3.12
0.006
---
Copper
---
4.66
0.009
4,300
Lead
---
5.58
0.011
840
Mercury
---
0.101
0.000
57
Molybdenum
---
3.12
0.006
75
Nickel
---
3.12
0.006
420
Selenium
---
3.12
0.006
100
Zinc
---
5.04
0.010
7,500
Envirochem: 2020-16318
*Determination of Plant Available Nitrogen (PAN):
Injected Application:
(Mineralization Rate)(TKN-Ammonia N) + Ammonia N + Nitrate N + Nitrite N = % PAN
Surface Application:
(Mineralization Rate)(TKN-Ammonia N) + (0.5)(Ammonia N) + Nitrate N + Nitrite N = % PAN
Note: Constituents N.D. (Not Detected) or < detection limits are listed as detection limits
for calculation purposes.

ren7viirochem
6
ANALYTICAL & CONSULTING CHEMISTS
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]
Brunswick County Public Utilities
Date of Report: Oct 08, 2020
Post Office Box 249
Customer PO #: JS092220A
Bolivia NC 28422
Customer ID: 08100011
Attention: Jeremy Sexton
Report #: 2020-16318
Project ID: 211 WTP Lime Sludge
Lab ID Sample ID:
Collect Date/Time Matrix Sampled by
20-41789 Site: Sludge - 001
9/23/2020 10:30 AM Solid/Sludge Client
Test
Method
Results Date Analyzed
Sludge Residuals
Aluminum
EPA 200.7
707 mg/kg
09/30/2020
Arsenic
EPA 200.7
3.34 mg/kg
09/30/2020
Cadmium
EPA 200.7
<3.12 mg/kg
09/30/2020
Calcium
EPA 200.7
513000 mg/kg
10/05/2020
Chromium
EPA 200.7
<3.12 mg/kg
09/30/2020
Copper
EPA 200.7
4.66 mg/kg
09/30/2020
Lead
EPA 200.7
5.58 mg/kg
09/30/2020
Magnesium
EPA 200.7
1570 mg/kg
09/30/2020
Molybdenum
EPA 200.7
<3.12 mg/kg
09/30/2020
Nickel
EPA 200.7
<3.12mg/kg
09/30/2020
Potassium
EPA 200.7
<156 mg/kg
09/30/2020
Selenium
EPA 200.7
<3.12mg/kg
10/05/2020
Sodium
EPA 200.7
408mg/kg
09/30/2020
Zinc
EPA 200.7
5.04 mg/kg
09/30/2020
Nitrate+ Nitrite-N itrogen
EPA 353.2
1.16 mg/kg
09/28/2020
Total Solids (%)
SM 2540 B
15.4 %
09/25/2020
pH
SM 4500 H B
8.27 units
10/06/2020
Ammonia Nitrogen
SM 4500 NH3 C
96.8 mg/kg
09/26/2020
Total Kjeldahl Nitrogen (TKN)
SM 4500 org B
453 mg/kg
09/26/2020
Total Phosphorus
SM 4500 P F
593 mg/kg
10/01 /2020
Mercury
SW846 7471 B
<0.101 mg/kg
09/30/2020
TCLP Metals
Arsenic
EPA 200.7
<1.0 mg/L
10/05/2020
Barium
EPA 200 7
<1.0 mg/L
10/05/2020
Cadmium
EPA 2007
<1.0 mg/L
10/05/2020
Report # 2020-16318
Page 1 of 2

envirochem
ANALYTICAL & CONSULTING CHEMISTS
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]
Brunswick County Public Utilities
Date of Report: Oct 08, 2020
Post Office Box 249
Customer PO #: JS092220A
Bolivia NC 28422
Customer ID: 08100011
Attention: Jeremy Sexton
Report #: 2020-16318
Project ID: 211 WTP Lime Sludge
Chromium EPA 200 7
<1.0 mg/L
10/05/2020
Lead EPA 200.7
<1.0 mg/L
10/05/2020
Selenium EPA 200.7
<1.0 mg/L
10/05/2020
Silver EPA 200.7
<1.0 mg/L
10/05/2020
Mercury EPA 245.1
<0.0002 mg/L
10/07/2020
Comment: Sludge residuals, except pH, reported on a dry weight basis. pH reported on an as received basis.
Reviewed by:Rkia"ow-OL
Report # 2020-16318 Page 2 of 2

Environmental Chemist, Inc., Wilmington, NC Lab #94
6602 Windmill Way
Wilmington, NC 28405
710.392.0 L.�J
Sample Receipt Checklist
Client: 60,P Lk. Date: '1 z o0 Report Number:o�
^---:— -r - -'--
-r, —
ucuvere❑ UPS U FedEx ❑ Other ❑
❑
YES
EONO
N/A 1,Were custody seals present on the cooler?
O
N/A 2. If custody seals were present, were they intact/unbroken?
Original temperature upon receipt , °C Corrected temperature upon receipt °C
How temperature taken:
❑ Temperature Blank Against Bottles
IR Gun ID: Thomas Traceable S/N 192511657 IR Gun Correction Factor °C: 0.0
❑
YES
10
NO 13.
if temperature of cooler exceeded 6°C, was Project Mgr./QA notified?
IZ
YES
10
NO
4. Were proper custody procedures (relinquished/received) followed?
YES
❑
NO
5. Were sample ID's listed on the COO
YES 10
NO
6. Were samples ID's listed on sample containers?
YES
❑
NO
7. Were collection date and time listed on the COC?
YES
❑
NO
8. Were tests to be performed listed on the COC?
1 CA
YES 10
NO
9. Did samples arrive in proper containers for each test?
14
YES
O
NO
10, Did samples arrive in good condition for each test?
YES 10
NO 11. Was adequate sample volume available?`
IV
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 10
NO 14. Were cyanide samples received at a pH >12?
❑
YES ID
NO 15. Were sulfide samples received at a pH >9?
❑
❑
r-1
YES
YES
vrc I
❑
❑
NO 16. Were NH3/TKN/Phenol received at a chlorine residual of <0.5 m/L? **
NO 17. Were Sulfide/Cyanide received at a chlorine residual of <0.5 m/L?
evn
r— -- ,-- - 1— VVC1C V, L„uN,1LJ,Nndie sdmpres Turereo inthe field within 15 minutes? I
* 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): H-SO, HNO, 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

WAHMMM
Analytical & Consulting Chemists
Lv I
.rP
ADDS: 130,S -S a
Sampled By•
ENVIRONMENTAL CHEMISTS INC6602Windmill WayWilmington, NC2840
NCDENR: OWQ CERTIFICATION # 94 NCDIiHS: DLS CERTIFICATION # 37729 OFFICE: 910-392-0223 FAX [phone]
Info
COLLECTION AND CHAIN OF CUSTODY i�environmentalchernista.com
PROJECT NAME: .-Z )) ?U t�rr�e St REPORT NO:
f� CONTACT NAME: �
REPORT TO: i PO NO: �j 07.2.7.2t
tv'C vY,� �j� ��
COPY TO: P-IONOFAX:
Collection
.....v.■. �r g SPK i SAMPLE TYPE: I = Influent, E = Eftluen W w`el
$ >; Well, ST =< Stream, SO
Sample Identification
a a
'' E _ ceJSp
a
= Soil,
PRESERVATION SL = Slud e, Other:
O L E
p =
n W
Date Time Tem
p C,n.
Z v v` v
a i i=
J 2 K
N z w ANALYSIS REQUESTED
v to W t4
19.
C P�
= z o
e G
z q17�
r�•3plq.
__--
G,
z y ��90
C P
✓ieo q
G G
C P
G G
C P
G G
C P
G G
C P
G G
C P
NOTICE - DECHLORINATION: Samples for Ammonia, TKN, Cyanide, Phenol end Ba G G
Transfer ctsrta must be dechlorinated m
1 • — �re�vti.,
Relinquished B :
ppm or less) In the fleid at
Date/Time
the time of collection, See reverse for instructions
z•
Rec 'ved B
�+
DatelTime
Temperature when Received 'C:
Delivered By:
Accepted:
Re' ted•
Comments: eel
Received By:
Resa e R quested:
Co, Date:
w. ,c/G . vj/ Time:
TURNAROUND:

ANALYTICAL FROM INITIAL PERMITTING OF SOURCE
POO'"-* 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
SM
255-A Wilmington Highway, Jacksonville, NC 28540 • 910.347.5843 Lab/Fax
ANALYTICAL & CONSULTING CHEMISTS [e-mail]
Brunswick County Public Utilities
Date of Report: Mar 04, 2016
Post Office Box 249
Customer PO #:
Bolivia NC 28422
Customer ID: 08100011
Attention: Jeremy Sexton
Report #: 2016-01515
Project ID: 211 Water Plant
Lab ID Sample ID:
Collect Date/Time Matrix Sampled by
16-03550 Site: Sludge
2/4/2016
9:45 AM Solid/Sludge Jeremy Sexton
Test
Method
Results
Date Analyzed
Chlordane
SW 646 Method 8081B/3510
<0.05 mg/L
02/16/2016
Endrin
SW 846 Method 8081B13510
<0.0005 mg/L
02116/2016
Heptachlor
SW 846 Method 8081 B1351 0
<0.0005 mq/L
02/16/2016
Heptachlor epoxide
SW 846 Method 8081B13510
<0,0005 mg/L
02/16/2016
Lindane
SW 846 Method 8081B13510
<0.0005 mg/L
02/16/2016
Methoxychlor
SW 846 Method 8081B/3510
<0,0005 mg/L
02/16/2016
Toxaphene
SW B46 Method 8081B/3510
<0.05 mg/L
02/16/2016
1,4-Dichlorobenzene (TCLP)
SW 846 method 8270/3510
<0.050 mq/L
02/12/2016
2,4,5-Trichlorophenol (TCLP)
SW 846 method 8270/3510
<0.050 mg/L
02/1212016
2,4,6-Trichlorophenol (TCLP)
SW 846 method $270/3510
<0.050 mg/L
02/12/2016
2,4-Dinitrotoluene (TCLP)
SW 846 method 8270/3510
<0.050 mg/L
02/12/2016
Cresol (TCLP)
SW 846 method 8270/3510
<0.050 mq/L
02/12/2016
Hexachloro-1,3-butadiene (TCLP)
SW 846 method 827013510
<0,050 mg/L
02/1212016
Hexachlorobenzene (TCLP)
SW 846 method 827013510
<0,050 mg/L
02/12/2016
Hexachloroethane (TCLP)
SW 846 method 8270/3510
<0.050 mg/L
02/12/2016
m + p-Cresol (TCLP)
SW 846 method 8270/3510
<0.050 mg/L
02/1212016
Nitrobenzene (TCLP)
SW 846 method 8270/3510
<0.050 mg/L
02/12/2016
o-Cresol (TCLP)
SW 846 method 827013510
<0.050 mg/L
02/12/2016
Pentachlorophenol (TCLP)
SW 846 method 8270/3510
<0.250 mg/L
02/12/2016
Pyridine (TCLP)
SW 846 method 8270/3510
<0.050 mg/L
02/12/2016
2,4,5-TP
SW846 Method 8151A
<0.003 mq/L
02/15/2016
2,4-D
SW846 Method 8151A
<0.003 mq/L
02115/2016
1,1-Dichloroethylene
SW846 Method 826015030
<0.01 mg/L
02/19/2016
1,2-Dichloroethane
SW846 Method 826o15030
<0.01 mg/L
02/19/2016
Benzene
SW846 Method8260/5030
<0.01 mg/L
02/19/2016
Carbon Tetrachloride
SW846 Method826015030
<0.01mg/L
02/19/2016
Report #:: 2016-01515
Page 1 of 4

enviroChF00,10---71
SM
ANALYTICAL& CONSULTING CHEMISTS
Brunswick County Public. Utilities
Post Office Box 249
Bolivia NC 28422
Attention: Jeremy Sexton
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: Mar 04, 2016
Customer PO M
Customer ID: 08100011
Report M 2016-01515
Project ID: 211 Water Plant
Chlorobenzene
SW846 Method 8260/5030
<0.01 mg/L
Chloroform
SW846 Method B26016030
<0.01 mg/L
Methyl ethyl ketone
SW846 Method 826015030
<0.05 mg/L
Tetrachloroethylene
SW845 Method 8260/5030
<0.01 mg/L
Trichloroethylene
SW846 Method 82601BD30
<0.01 mg/L
Vinyl Chloride
SW846 Method 820015030
<0.01 mg/L
RC I
Cyanide
EPA335.4
< 0.123 mg/kg
pH
SM4500 H B
10.6 units
Sulfide
SM 4500 s o
<0.247 mg/kg
Ignitability
SW 846 method 1010
>212 °F
Sludge Residuals
inum
EPA 200.7
619 mg/kg
Arsenic
EPA200.7
<29.2 mg/kg
Cadmium
EPA 200.7
<29.2 m g/kg
Calcium
EPA 200.7
350000 mg/kg
Chromium
EPA 200.7
<29.2
Copper
PA 200.7
< mg/kg
Lead
EPA
'12tT.2
<29.2 mg/kg
Magnesium
EPA2D0.7
2970 mg/kg
Molybdenum EPA,2o0.7 .
ow �,, <29.2 mg/kg
�� .:max
Nickel
EPA 200.7
<29.2 mg/kg
Potassium
EPA 20D• 7
155 mg/kg
Selenium
EP o.7
<29.2 mglkg
Sodium
EPA2Do.7
6 mg/kg
Zinc
EPA 200.7
<29. /kg
Total Kieldahl Nit r n (TKN)
EPA351.2
436 mg/ _
Nitrate+Nitri itrogen
EPA353.2
7.96 mg/kg
Total S s (%)
SM 2540 B
1.68 %
A nia Nitrogen
SM 4500 NH3 c
530 mg/kg
02/19/2016
02/19/2016
02/19/2016
02/19/2016
02/19/2016
02/19/2016
02/11/2016
02/16/2016
02/10/2016
02/11/2016
02/10/2016
02/111
ll 1/2016
02/10/2016
02/11/2016
02/11/2016
02/11/2016
02/10/2016
02/11/2016
0Yf"I'I/GU 10��M►
02/15/2016
02/11/2016
02/10/2016
02/11/2016
02/16/2016
/11/2016
02/0 6
02/05/2016
Report #:: 2016-01515 Page 2 of 4

enviroChem
SM
ANALYTICAL & CONSULTING CHEMISTS
r- 7-7
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]
Brunswick County Public Utilities
Date of Report: Mar 04, 2016
Post Office Box 249
Customer PO M
Bolivia NC
28422
Customer ID: 08100011
Attention: Jeremy Sexton
Report #: 2016-01515
Project ID: 211 Water Plant
TCLP Metals
Arsenic
EPA 200.7
<1.0 mg/L
02/16/2016
Barium
EPA 200.7
<1.0 mg/L
02/16/2016
Cadmium
EPA 200.7
<1.0mg/L
02/16/2016
Chromium
EPA 200.7
<1.0mg/L
02/16/2016
Lead
EPA 200.7
<1.0 mg/L
02/16/2016
Selenium
EPA 200.7
<1.0mg/L
02/16/2016
Silver
EPA 200.7
<1.0mg/L
02/16/2016
Mercury
EPA245.1
<0.0020mg/L
02/19/2016
Lab ID Sample ID:
16-03551 Site:1
Test
Total Solids (%)
Fecal Density
Collect Date/Time
2/4/2016 9:50 AM
Method
SM 2540 B
SM 9221C E MPN 24 hr 503
Matrix Sampled by
Solid/Sludge Jeremy Sexton
Results Date Analyzed
3.58 % 02/05/2016
<56 MPN/g 02/05/2016
Lab ID Sample ID: Collect Date/Time Matrix Sampled by
16-03552 Site: 2 2/4/2016 9:54 AM Solid/Sludge Jeremy Sexton
Test Method Results Date Analyzed
Total Solids (%) SM 2540 B 2.46 % 02/05/2016
Fecal Density SM 9221C E MPN 24 hr 503 <82 MPN/g 02/05/2016
Lab ID Sample ID: Collect Date/Time Matrix Sampled by
16-03553 Site: 3 2/4/2016 9:58 AM Solid/Sludge Jeremy Sexton
Test Method Results Date Analyzed
Total Solids (%) SM 2540 B 2.67 % 02/05/2016
Fecal Density SM 9221C E MPN 24 hr 503 <75 MPN/g 02/05/2016
Report #:: 2016-01515 Page 3 of 4

F77
C
virochem
ANALYTICAL & CONSULTING CHEMISTS
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]
Brunswick County Public Utilities Date of Report: Mar 04, 2016
Post Office Box 249 Customer PO 9:
Bolivia NC 28422 Customer ID: 08100011
Attention: Jeremy Sexton Report #• 2016-01515
Project ID: 211 Water Plant
Lab ID Sample ID: Collect Date/Time Matrix Sampled by
16-03554 Site: 4 2/4/2016 10:06 AM Solid/Sludge Jeremy Sexton
Test Method Results Date Analyzed
Total Solids SM 2540 B 2.55 % 02/05/2016
Fecal Density SM 9221C E MPN 24 hr 503 <79 MPN/q 02/05/2016
Lab ID Sample ID: Collect Date/Time Matrix Sampled by
16-03555 Site: 5 2/4/2016 10:21 AM Solid/Sludge Jeremy Sexton
Test
Method
Results
Date Analyzed
Total Solids (%)
SM 2540 B
2.95 %
02/05/2016
Fecal Density
SM 9221C E MPN 24 hr 503
<68 MPN/q 02/05/2016
Lab ID Sample ID:
Collect Date/Time
Matrix
Sampled by
16-03556 Site: 6
2/4/2016 10:28 AM
Solid/Sludge
Jeremy Sexton
Test
Method
Results
Date Analyzed
Total Solids (%)
SM 2540 B
2.36 %
02/05/2016
Fecal Density
SM 9221C E MPN 24 hr 503
<85 MPN/q 02/05/2016
Lab ID Sample ID:
Collect Date/Time
Matrix
Sampled by
16-03557 Site: 7
2/4/2016 10:37 AM
Solid/Sludge
Jeremy Sexton
Test
Method
Results
Date Analyzed
Total Solids (%) SM 2540 B 1.78 % 02/05/2016
Fecal Density SM 9221C E MPN 24 hr503 <113 MPN/g 02/05/2016
Comment: Sludge residuals, except pH, reported on a dry weight basis. pH reported on an as received basis.
Reviewed by:
Report #:: 2016.01515 Page 4 of 4

-.,
ENVIRONMENTAL CHEMISTS, IN C OFFICE: 9101392-D 23l mingtonFAX 910-39244245
Analytical & Consulting Chemists NCDENR: DWQ CERTIFICATION # 94 NCDHHS: US CERTIFICATION # 37729 [e-mail]
COLLECTION AND CHAIN OF CUSTODY
Client: BCPU- 211 Water Plant
PROJECT NAME: WTP Sludge
REPORT NO: 1
ADDRESS:CONTACT
NAME: Jeremy Sexton, ORC
PO NO:
f y /
REPORT TO: r'
PHONEI /�-ys7- 9/B„3
COPY TO: ado✓
email:
Sampled By:__,5{ C`Q v+'k rj 5_e ,•�-�-Y1 SAMPLE TYPE: I = Influent. E = Effluent- W = Well_ ST c ; rpnm Srl = Snil GI = Cl1irinn n+r,o�-
Sample Identification
Collection
N
m a
(D
.0
° 2
E° U
U
_
U a
E E
U
m
J
Z
PRESERVATION
ANALYSIS REQUESTED
Date
Time
Temp
z to
Z
2
=
0 o
T
o s
2
F_
w
ti
o
Sludge
01
• y
7. 3
SL
C
P
3 �5
X
Full TCLP, RCI, Nut/metals
1)
' /G
4/ .'
0,
SL
C
P
��5
Fecal Density/% TS
2)
2/
17: r Y
SL
C
P
Fecal Density/% TS
a
3)
t ? .
SL
3
Fecal Density/% TS
4)
/ ? .
SL
C
P
[
J
Fecal Density/% TS
5)
6)
7
0. 3
r 2.
t 7,
SL
SL
SL
z
3 ✓�
1!;�
Fecal Density/% TS
Fecal Density/% TS
Fecal Densit /% TS
QP
C
Q'
P
212111k,
14 .'
C
1"
P
a)
a
C
P
(Lo I
r_G>
_L
Transfer
Relinquished By:
Date/Time
Received By:
Date/Time
2.
IwuFNGlawlG wnerr muufaiveu. Accepted: e t Resample Requested:
Delivered By: Received By: -Date:-,-', -/ Time: /
Comments: TURNAROUND:

Willcox & Mabe Soil Solutions, PLLC
RESIDUAL PAN CALCULATION
Beaver Dam Creek WTP
TKN= 453 mg/kg
NH3= 97 mg/kg
NO3-NO2-N= 1.2 mg/kg
Min Rate= 0.20
PAN= [min.rate (TKN - NH3) + 0.5 (NH3) + NO3-NO21
0.20 356 48 1.16
PAN= 120.80 mg/kg
Calculate residual nitrogen for years 2,3,4 and 5 following the initial application to determine
the amount of PAN/DT remaining.
2ND YEAR RESIDUAL PAN
PAN= [min.rate (1st year org. - N 2nd year min. - N]
0.10 356 71
PAN= 28.50 mg/kg remaining from 1st year application
3RD YEAR RESIDUAL PAN
PAN= [min.rate (2nd year org. - N 3rd year min. - N]
0.05 285 28
PAN= 13.68 mg/kg remaining from 1st year application
4TH YEAR RESIDUAL PAN
PAN= [min.rate (3rd year org. - N 4th year min. - N]
0.03 256 14
PAN= 8.09 mg/kg remaining from 1 st year application
5TH YEAR RESIDUAL PAN
PAN= [min.rate (4th year org. - N 5th year min. - N]
0.02 243 8
PAN= 4.55 mg/kg remaining from 1 st year application
Residual PAN from years 2 thru 5 after the initial application = 54.82
Application
Five Year Maximum
Method
First Year PAN
Adjusted PAN
(mg/kg)
(mg/kg)
Surface
121
176
Incorporation
169
224
mg/kg

WTP - SAR
SAR Calculation
Na mg/I
Ca mg/I
Mg mg/I
62.832
79002
241.78
Na
Ca
Mg
SAR
2.732
3950.100
20.148
0.061
Na mil eq
Ca mil eq
Mg mil eq
2.732
3950.100
20.148
Enter
Enter .% TS
15.4
Data
Na mg/kg
408
Ca mg/kg
513000
Mg mg/kg
1570
Job Name:
Beaver Dam
Creek WTP
Page 6