WQ0010198_Renewal Application_20200203

Initial Review
INITIAL REVIEW
Reviewer Thornburg, Nathaniel
Is this submital an
application?*
r Yes r No
Is this a complete
application?*
r Yes r No
Project Number* WQ0010198
Applicant/Permittee Town of Williamston
Applicant/Permittee PO Box506 Williamston, NC 27892
Address
Is the owner in BIMS?
r Yes r No
Owner Type Municipal
Facility Name Town of Williamston RLAP
County Martin
Fee Category
Minor
Signature Authority
Signature Authority Title
Signature Authority Email
Document Type (if
non -application)
Email Notifications
Does this need O Yes
review by the r No
hydrogeologist? *
Regional Office Washington
Complete App Date
01 /29/2020
Is the facility in BIMS?
r Yes r No
Fee Amount
0

CO Reviewer Erick Saunders: eads\egsaunders
Admin Reviewer
Below list any additional email address that need notification about a new project.
Email Address
Comments to be added to email notification
Comments for Kendall
Comments for RO
Comments for Reviewer
Comments for Applicant

Submitted Form
Project Contact Information
Rease provide information on the person to be contacted by NDB Staff regarding electronic subnittal, confirmation of receipt, and other issues.
.......................................................................................................................................................................................................................................................................................................................................................................................................
Name * Drew Matthews
Email Address*
[e-mail]
Project Information
Submittal Type* r New Permit Application
r Renewal
r Annual Report
Permit Type * r Wastewater Irrigation
r Other Wastewater
r Closed -Loop Recycle
r Single -Family Residence
Wastewater Irrigation
Is a paper copy of the application being submitted?*
r Yes r Nor N/A
Permit Number WQ0010198
currently has project
Applicant\Permittee * Town of Williamston
Applicant/Permittee PO Box 506 Williamston, NC 27892
Address*
Facility Name * Williamston WWTP
Phone Number*
2528839301
r Modification (Major or Minor)
r Additional Information
r Other
r High -Rate Infiltration
r Reclaimed Water
r Residuals
r Other
Please provide comments/notes on your current submittal below.
Please attach all information required or requested for this submittal to be review here.
Application Form Engineering Rans, Specifications, Calculations, Etc.)
2020 Permit Renewal.pdf 6.93MB
Upload only 1 RDF document. NL@iple documents must be combined into one RDF file.

For new and modification permit applications, a paper copy may be required. If you have any questions
about what is required, please contactthe reviewer or Tessa Monday. If a paper --polka*-ion is required,
be advised, applications accepted' far pre -review until both the paper and eIect-c-,i_ co1)ies nave been
received. The paper copy shall include the following:
o Application Form
o All relevant attachments (calcs, soils report, specs, etc.)
o One full-size engineering plan set
o One 11x17" engineering plan set
o One extra set of specifications
o Fee (if required)
MallinE address:
❑iuision of Water Resources1 Division of Water Resources
Non -Discharge Branch I Non -Discharge Branch
1617 Mail Service Center 1 Aft: Nathaniel Thornburg, 91° Floor, Cfice #942W
----------------------------------------------------------- -----------------------------------------
Raleih, NC 27699-1617 512 N. Salisbury St.
Far questions or problems contact Tessa Monday [e-mail] or 919.707.3560.
* W By checking this box I acknowledge that I understand the application will not be accepted
for pre -review until the paper copy (if required) and fee (if required) have been received by
the Non -Discharge Branch. 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).
Signature
0- �
Submission Date 1/29/2020

TOWN OF WILLIAMSTON
2020 PERMIT RENEWAL
CLASS B RESIDUALS
LAND APPLICATION PROGRAM
WQ0010198
Submitted by:
Soil Plus
P.O. Box 1396
Oxford, North Carolina 27565
January 27, 2020
SOIL PLUS

SOIL PLUS
January 27, 2020
NCDEQ-DWR
Non -Discharge Branch
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
Attention: Mr. Nathaniel Thornburg
Reference: PERMIT RENEWAL
Town of Williamston Residual Biosolids "Class B" Program
Permit # WQ0010198
Mr. Thornburg:
Soil Plus, LLC (Soil Plus) is submitting one paper copy and one electronic copy of this
permit renewal application package for the Town of Williamston (WQ0010198). This
package includes:
1. Completed Residual Land Application Program Application (RLAP)
a. Weighted PAN Calculations
b. O&M Plan
2. Completed Residual Source Certification Attachment (RSCA)
a. Field Loading Calculation Sheet
b. Analytical
3. Completed Land Application Site Certification Attachment (L.ASCA)
a. Land Owner Agreement Form
b. Maps
c. Biosolid Utilization Calculations
d. CPLR Summary
Soil Plus will be responsible for completing this permit renewal for the Town of
Williamston. If there is any further information required or questions regarding this permit
application, please do not hesitate to contact me for assistance.
Respectfully,
Drew Matthews, Soil Plus
P.O. Box 1396 CC: Kerry Spivey, Town of Williamston
Oxford, NC 27565 Gene Reed, Town of Williamston
t [phone]
f(919) 690-1157

Town of
Williamston
2020 Class B
Permit Renewal
WQ0010198
Williamston, NC
Residual Land
Application Program
Weighted Source PAN Calculations
O&M Plan
Residual Source
Certification
Field Loading Calculations
Annual Analytical Data
Land Application Site
Certification
Land Owner Agreement Form
Maps
Biosolid Utilization
CPLR Summary

APPENDIX 1
2020 PERMIT RENEWAL
Town of Williamston (WQ0010198)
RLAP
Weighted PAN Calculations
O&M Plan

State of North Carolina
DWR
Department of Environmental Quality
Division of Water Resources
Division of Water Resources 15A NCAC 02T .1100 — RESIDUALS LAND APPLICATION PROGRAM
FORM: RLAP 06-16
I. APPLICANT INFORMATION:
1. Applicant's name: Town of Williamston
Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State ® Municipal ❑ County
Signature authority's name per 15A NCAC 02T .0106: Kerry Spivey Title: Public Works Director
Applicant's mailing address: PO Box 506
City: Williamston State: NC Zip: 27892-0506
Telephone number: [phone] Email Address: kerryspiveygtownofwilliamston.com
2. Consultant's name: Drew Matthews License Number (for P.E.):
Affiliation: ❑ On Staff ® Retained (Firm: Soil Plus, LLC)
Consultant's mailing address: PO Box 1396
City: Oxford State: NC Zip: 27565-
Telephone number: [phone] Email Address: dmatthewsgsoilplus.net
3. Agronomist's name:
License Number:
Affiliation: ❑ N/A ❑ On Staff
0 Retained (Firm: )
Agronomist's mailing address:
City: State:
Zip: -
Telephone number: (_) _-
Email Address:
4. Soil Scientist's name:
License Number: ME
Affiliation: 0 N/A ❑ On Staff
N Retained (Firm: _)
Soil Scientist's mailing address: _
City: = State:
Zip: mu_ -
Telephone number: () -
Email Address:
5. Fee submitted: $0.00 (See Instruction B)
II. PERMIT INFORMATION:
1. Application is for (check all that apply): 0 new, ❑ modified, ® renewed permit
2. If this application is being submitted to renew or modify an existing permit, provide the following:
Permit number: WQ0010198
Date of most -recently issued permit: August 21, 2015
Date of most -recently certified Attachment A (if different than the permit):
Date of most -recently certified Attachment B (if different than the permit): _
FORM: RLAP 06-16 Page 1 of 5

III. RESIDUALS LAND APPLICATION PROGRAM INFORMATION:
1. Residuals Processing Facility's physical address: 1801 Willow Drive
City: Williamston State: NC Zip: 27892
Coordinates: Latitude: 35' 51' 11" Longitude: 77' F 51"
Datum: NAD 83 Level of accuracy: Sub -Meter
Method of measurement: GIS
2. County where residuals land application program is headquartered: Martin
3. List the Operator In Responsible Charge (ORC) and all Back -Up ORCs for the residuals land application program, their
certification numbers, and their affiliations in the following table:
Designation
Name
Affiliation
Certification Number
ORC
Hilary Eugene Reed
Town of Williamston
991851
Back -Up ORC
Kerry Lynn Spivey
Town of Williamston
13268
Additional Back -Up
ORCs
if applicable)
If an ORC and at least one Back -Up ORC are not currently designated for this residuals land application program, provide the
candidates' names, affiliations, and an estimated time schedule for each candidate's completion of the required training school
and certification test: EU
4. Complete the following tables regarding management of the residuals land application program:
a. Plant Available Nitrogen Summary: Determine the maximum plant available nitrogen (PAN) generated by all residuals
source -generating facilities as currently certified and proposed for certification with this application and list the results in the
following table:
Maximum amount of residuals to be certified: M dry tons per year.
PAN
Pounds of PAN per Dry Ton
(Weighted Average)
Pounds of PAN per Year
Surface
Incorporation
or Injection
Surface
Incorporation
or Injection
First -Year
61.14
61.74
15,285
!15,436
Five -Year Maximum Adjusted
94.42
94.86
23,604
23,716
b. Land Application Site Use Summary: Summarize information regarding the land application sites as currently certified and
proposed for certification with this application:
Category
Use
Acres
Comments
Crops
Forest or Plantation
_
Row Crops
_
Hay
74.17
_
Pasture
_
Total:
74.17
Methods
Surface
74.17
Incorporation or Injection
Total:
74.17
c. Residuals Land Application Summary: Determine the minimum acreage required to land apply the residuals as currently
certified and proposed for certification assuming the scenarios listed in the following table:
FORM: RLAP 06-16 Page 2 of 4

Assumed
Application Rate
(lbs PAN/ac yr)
Acres Required Using
First -Year PAN Concentrations
Acres Required Using
Five -Year Maximum Adjusted PAN
Concentrations
Surface
Incorporation or
Injection
Surface
Incorporation or
Injection
50
305.70
308.71
472.08
474.31
100
152.85
154.36
236.04
237.16
150
101.90
102.90
157.36
158.10
200
76.43
77.18
118.02
118.58
6. If applicable, provide a plan and a schedule to resolve any known issues that would prevent land application of the proposed
residuals due to the violation of North Carolina Administrative Code (e.g. not enough storage, not enough land, vector reduction
practices not in place, etc.): The Town of Williamston is also listed as a generating source under Granville Farms Class B Land
Application Permit (W00035595). This Land Application Permit will be used in conjunction with the Granville Farms permit.
7. Specify type of residuals program (See Instruction F): ® Non -dedicated ❑ Dedicated
If Dedicated, specify the following (check all that apply):
Residuals program contains any land application site(s) that receives residuals at rates or frequencies greater than agronomic
rates, explain;
❑ Residuals program contains any land application site(s) that is used primarily for residuals disposal, and agricultural crop
production is of secondary importance, explain; M'__
❑ Residuals program contains any land application site(s) that receives residuals through fixed irrigation facilities or irrigation
facilities fed through a fixed supply system, explain;
IV. RESIDUALS SOURCE INFORMATION: (Required for all new, renewed, or modified residuals source)
Complete and submit the following Residuals Source Certification and all associated documentation.
Residuals Source
Certification
V. LAND APPLICATION SITE INFORMATION: (Required for all new, renewed, or modified land application site)
Complete and submit the following Land Applications Site Certification and all associated documentation.
IN
Land Application Siite
Certification.doc
FORM: RLAP 06-16 Page 3 of

Applicant's Certification (signing authority must be in compliance with 15A NCAC 02T .0106):
The applicant or any affiliate has not been convicted of an environmental crime, has not abandoned a wastewater facility without proper
closure, does not have an outstanding civil penalty where all appeals have been exhausted or abandoned, are compliant with any active
compliance schedule, and do not have any overdue annual fees under Rule 15A NCAC 02T .0105.
a Yes ® No, Explain;i '«
I, Kerry Spivey Public Works Director
(Signature Authority's Name — PLEASE PRINT) (Title)
attest that this application for Town of Williamston
(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 pies up to $25,000 per violation.
Signatue !,i��� , Date: / d 2ik�
rrri�c
FORM: RLAP 06-16 Page 4 of 4

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TOWN OF WILLIAMSTON
OPERATION AND MAINTENANCE PLAN
LAND APPLICATION OF CLASS B RESIDUAL BIOSIOLIDS
WQ#0010198
Revised November 2019

1.0 ANALYTICAL REQUIREMENTS
Prior to the hauling and land application event being schedule the generator must provide analytical results
documenting that all parameters listed in Condition IV. 2 — 4 and at the frequency listed in most recent copy of this
permit. The Town of Williamston will collect the sample prior to land application and will be done in the following
manner:
Four factors that may ultimately affect the integrity of reported data include: 1) obtaining a representative sample, 2)
preventing contamination of the sample, 3) providing legal documentation of the sampling event, and 4) protecting
the sample from chemical, physical or biological change prior to analysis.
A sample will be collected according to the schedule provided in the most recent copy of the Attachment of this
permit and prior to land application one composite sample should be pulled from a designated location from the
generating source. The Town of Williamston has identified Meritech, Inc. located in Reidsville, NC to be used as the
Certified Laboratory. The composite sample should be analyzed for:
• % Solids,
• Nitrogen Series (TKN, Ammonia, Nitrate, Nitrite, and Organic Nitrogen),
• Phosphorus,
• Potassium,
• Sulfur,
• Calcium,
• Magnesium,
• Sodium,
• Iron,
• Aluminum,
• Manganese,
• Copper,
• Zinc,
• and Remaining 503 Metals (i.e. Arsenic, Cadmium, Chromium, Mercury, Molybdenum, Lead, Nickel,
Selenium)
Approximately 2 quarts of residual should be collected. The sample containers should be clean and sterile. They
should also be labeled so that they are easily identifiable in the lab. The samples should be pulled using the method
listed below:
❖ Collect one sample from each digester(s) from which the material will be land applied using a "swing sampler"
o The swing sampler must be used with a sterile, plastic 960 ml container
Combine each sample in a stainless steel bucket
Mix thoroughly using a fiberglass rod
Collect each sample from the top of the access point at each digester. This access point is obtained by climbing
the installed ladder on the side of the digester.
Once the sample is pulled, it should be placed in medium size cooler packed with ice. The sample should be collected
with an enough time so that it can be delivered to the laboratory.
Revised 11/19 ©Town of Wilhamston Operation and Maintenance Plan

Once per calendar year a sample should be collected and submitted to Meritech Inc. located in Reidsville, NC. This
sample should be analyzed for:
• Full TCLP
• Ignitability, Corrosivity, and Reactivity
• Requires 5 Liters (In Opac Glass Bottles)
A third should be submitted to Meritech, Inc. for a 30-Day Scale Bench test and a fourth should be submitted to
Environment 1, Inc. located in Greenville, NC for Fecal Coliform Density Test. The 30-Day Scale Bench Test also
requires 1 quart of "clear" water from the Clarifier for Dilution if necessary. This sample would be analyzed for:
• 30-Day Scale Bench Test (4 Quarts of Residuals and 1 Quart of Clarifier water)
• Fecal Coliform Density Test (seven pint samples)
The contact information for the labs is:
Mailing Address
Meritech, Inc.
642 Tamco Road
Reidsville, NC 27320
[phone] (phone)
Environment 1, Inc.
114 Oakmont Drive
Greenville, NC 27858
[phone]
Sampling frequency will be conducted in accordance with the Table listed in the most recent Attachment A of this
permit. The sample will be collected by a representative of Soil Plus, LLC. For further information please contact:
Drew Matthews
PO Box 1396
Oxford, NC 27565
252-883-9301
Revised 11/19 ©Town of Wilhamston Operation and Maintenance Plan

2.0 BIOSOLIDS REMOVAL, TRANSPORT, AND APPLICATION
Biosolids will be transported from the generators to suitable, permitted land application sites. Transport equipment
will be inspected, licensed and appropriately marked, as required, for the purpose of transporting biosolids. Biosolids
will be delivered to the application sites between sunrise to sunset.
Both liquid and dewatered biosolids distribution on the land application sites will be uniform throughout the
application area. To ensure adequate control of the application rate for each site, the equipment used for spreading
the sludge will be calibrated by measuring the amount handled on a known square footage. While the rate of discharge
from the application vehicle is fixed, the speed of the equipment can be adjusted to maintain the flow rate needed to
achieve specific application rates. Spreading operations will be discontinued during periods of inclement weather and
will not be resumed until sufficient drying of the fields has occurred. This allows equipment access without causing
excessive soil compaction or rutting. To prevent adherence of the biosolids, transport vehicles will be equipped with
rear mud flaps, thereby preventing biosolids from being tracked onto roadways. Biosolids adhering to the mud flap
will be scraped off in the field before the truck returns to the roadway. Examples of our application tracking and
summary form/reports can be provided upon request.
3.0 SITE OPERATION
Biosolids will be surface applied at the properly -calculated agronomic rate and in strict accordance with any state and
federal regulations for the land application of the biosolids. Buffer zone distances will be observed in accordance with
applicable state and federal regulations. Buffer zones will be flagged and no biosolids will be applied within those
areas. The most restrictive buffer will apply in combined situations. Operational provisions will be taken to prevent
soil loss through erosion. Provisions will include contour application and avoidance of areas where surface drainage
patterns result in concentrated flow of runoff from rainfall. In accordance with sound, industry standard agronomic
practice, areas which are unseasonably wet (and would produce rutting or damage to the field) will not be utilized for
biosolids application operations during those periods. Operations will be discontinued when soils are saturated and
will not be resumed until the field has sufficient dried. The amount of biosolids applied will not exceed the hydraulic
capacity of the soil at the time of each application. If a subsequent pass across a field is necessary to achieve the
desired application rate, sufficient drying time will be allowed between passes.
4.0 PROJECT CONTROL
To ensure biosolids are continuously applied at the correct application rate and in a manner consistent with the
Operations Plan, a Field Manager (provided by the contracted land application company) will be in direct charge of
the field operations, controlling the amount of biosolids delivered to each field, and conducting daily field inspections.
Field inspections will include ensuring that flags are in place, biosolids are applied uniformly at the designated
application rate, setbacks are observed, trucks are unloading at best location, trucks are not driving over biosolids,
trucks are cleaned before leaving the field and the land application equipment is maintained in working condition.
5.0 TRANSPORTATION SYSTEM ROUTING
Per the specifications, transportation vehicles will be equipped with GPS devices that will guide drivers to the land
application sites. Transportation routes will follow primary highways and avoid residential areas where possible.
Designated routes are followed unless a detour is specified. In the event of a detour route, it shall be taken as specified
by the detour authority. There shall be no unscheduled stops when loaded. Transportation vehicles will be inspected,
licensed and appropriately marked as required with identification numbers for the purpose of this contract. All units
will be equipped with spill guards and full mud flaps. This will prevent the biosolids from adhering to the tires and
undercarriage of the transport vehicle, thereby preventing biosolids from being tracked onto roadways. Biosolids
adhering to the mud flap will be scraped off in the field before the truck returns to the roadway. All federal OSHA
Revised 11/19 ©Town of Wilhamston Operation and Maintenance Plan

and DOT laws and regulations are complied with for the protection of our clients, the community and our drivers.
Examples of vehicle and driver transportation logs and inspection forms can be provided upon request.
6.0 DEWATERED BIOSOLIDS
Dewatered biosolids will be transported in standard end dump trailers with a capacity of 22 wet tons. The tankers will
be loaded per the generator's specifications and standard protocols. The aluminum dump trailers used for
transportation of dewatered cake biosolids will be equipped with sealed tailgates and will be completely sealed to
prevent leakage. All trucks will be fully covered and will be fitted with positive lock tailgates.
7.0 LIQUID BIOSOLIDS
Liquid biosolids will be transported using 6,500 gallon capacity liquid tankers, pulled by standard road tractors, for
liquid biosolids transportation. The tankers will be loaded per the generator's specifications and standard protocols.
The tractor/tanker unit will transport its load to a designated loading/unloading area inside the buffered area of a
permitted land application site.
8.0 APPLICATION (SPREADING) — DEWATERED BIOSOLIDS
At the loading/unloading area each load will be unloaded in a designated area within the land application site. Biosolids
will be loaded into our Side Slinger cake box by a front-end loader. This unit is capable of delivering an accurate,
calibrated application of dewatered biosolids over the application site. The uniform spread pattern ensures that
biosolids are applied at proper agronomic (nutrient) and hydraulic loading rates. The application rates for each site,
and its corresponding crop, will be determined based on the Plant Available Nitrogen (PAN) content of the biosolids,
or other limiting factors. Typical applications will deliver between 75 and 100 percent of a crop's annual PAN
requirement.
9.0 APPLICATION (SPREADING) — LIQUID BIOSOLIDS
At the loading/unloading area each load will be transferred into a 4,000 gallon capacity pull behind subsequent land
application. This unit is capable of delivering an accurate, calibrated application of liquid biosolids over the application
site. The uniform spread pattern ensures that biosolids are applied at proper agronomic (nutrient) and hydraulic
loading rates. The application rates for each site, and its corresponding crop, will be determined based on the Plant
Available Nitrogen (PAN) content of the biosolids, or other limiting factors. Typical applications will deliver between
75 and 100 percent of a crop's annual PAN requirement.
10.0 SPILL AND EMERGENCY RESPONSE PROGRAM
In the unlikely event of a spill, the Town of Williamston will take the following actions immediately.
• Halt Source of Spill. Use of any leaking or damaged unit which is causing the spill will cease immediately. The
unit will be repaired before resuming its use.
• Contain Spill. In the event large quantities of biosolids have been spilled, straw bales will be used where
available and as necessary to either form a barrier or absorb biosolids.
• Clean -Up. Depending on the type and amount of biosolids spilled, a variety of equipment may be used to
remove the biosolids: front-end loader, shovels and brooms and vacuum equipment of a liquid biosolids
applicator. Any biosolids removed from the spill site will be spread on an approved application site, returned
to the WWTP, or disposed of in an approved landfill.
Revised 11/19 ©Town of Wilhamston Operation and Maintenance Plan

• Final Clean -Up. Flush roadways with water or sweep as necessary to clean. Allow to dry and incorporate if
spill occurs on non -paved and tillable area. In the event a spill occurs on private property, final clean-up
should be completed immediately to the satisfaction of the owner.
• Management of Clean -Up Efforts. The Operations Manager will take immediate charge and initiate clean-up
activities. The Contract Land Applier along with the Town of Williamston labor will be used, with additional
labor secured as needed. The Operations Manager will also communicate with the public on the scene,
answering questions and advising of clean-up activities.
• Reporting. All spills will be reported immediately to the Town of Williamston officials. State and local agencies
will be notified in accordance with their notification requirements. Within 24 hours of the spill, the Operations
Manager will send the Town of Williamston a written report detailing how the spill occurred and remedial
action taken. This report will be provided using the enclosed Spill Report form.
• Spill Prevention. The Operations Manager will implement the following spill prevention measures:
o Ensure truck drivers watch trailer while loading and do not overload;
o Ensure trailer hatches are closed and latched while transporting;
o Ensure trailer seals are inspected on a daily basis and replaced as necessary; and
o Ensure unloading operations in the field are conducted to minimize any potential runoff or tracking.
The Town of Williamston require that the Contract Land Applier shall ensure that all employees receive safety and
spill response training as part to their new hire training and thereafter participate in our monthly safety and spill
response training program. In addition to their internal training and protocols, they must also contract with a regional
emergency response firm - HEPACO - available to respond to an incident in the Central and Eastern North Carolina
area within two hours. A copy of our agreement with HEPACO can be provided upon request.
Names and Titles of Inspection Personnel
Andy Smith, Area Supervisor
Jason Smith, Area Supervisor
JT Bryant, Regional Supervisor
Jay Bryant, Project Supervisor
Matt Foster Project Supervisor
BJ Bryant, Field operators
Jeff Bumpass, Field operators
Tammy Walston, Field operators
11.0 PREVENTION
The goal of a compliance assurance system is to prevent compliance issues from occurring. Prevention involves:
• Ensuring personnel understand their role in assuring compliance;
• Identifying compliance requirements at the federal, state and local levels;
• Implementing a system where compliance tasks are scheduled, assigned and tracked to completion;
• Developing standard operating procedures where appropriate; and
• Reviewing the compliance task list and standard operating procedures on an ongoing basis and modifying
them as appropriate to account for changes in regulations/requirements and operating methods, and to
address compliance deficiencies.
Revised 11/19 ©Town of Wilhamston Operation and Maintenance Plan

12.0 STANDARD OPERATING PROCEDURES (SOP's)
The Town of Williamston will direct the Contract Land Applier to develop and implements SOPS to ensure
compliance tasks are completed consistently across the company. The SOP provides standard forms to use, approved
biosolids analytical methods, frequency of monitoring information, etc. Another key SOP relative to preventing
compliance issues from occurring is the use of a "Pre -Operating and Buffer Checklist".
The Pre -Operating and Buffer Checklist ensures federal, state and local regulations and permit requirements are met
prior to initiating biosolids applications at field sites. Compliance items on the Checklist include:
• The field is permitted and suitable for the biosolids/residuals type being applied;
• Pre -application requirements are met;
• Farmer and landowner agreements are current and the crop to be grown has been verified;
• The field is flagged to prevent applications in buffer zones and restricted areas;
• The appropriate application rate and field capacity is calculated; and
• Any special permit or local requirements are met.
• A listing of the buffer zones and restricted areas where biosolids/residuals cannot be applied
• A listing of operating requirements including notification requirements,
• application method requirements, and inclement weather operating requirements
13.0 ASSESMENT
To help ensure compliance requirements are being met and the compliance assurance system is implemented and
working, periodic, consistent, objective and documented assessments of the project/facility's compliance status are
conducted.
14.0 CORRECTIVE ACTION
Once compliance issues have been identified during the course of day to day business and through internal audits and
inspections a system must be in place which ensures that appropriate and timely corrective action is taken, the cause
of the compliance issue is identified and actions are taken to prevent recurrence of the issue.
The Town of Williamston's goal is to have no instances of non-compliance. However, issues and incidents may occur
and when this happens employees work to correct the incident in a timely and thorough manner. When compliance
issues are identified, the situation is examined to determine the root cause of the problem and the corrective and
preventive action that must be taken. The preventive action must address the root cause with the goal of preventing
a recurrence.
Depending on the nature of the compliance issue, it is assigned to one or more responsible parties to ensure that the
corrective and preventive actions are implemented. A deadline for completion of the task is assigned and the issue is
tracked to completion by regional and corporate compliance personnel.
Revised 11/19 ©Town of Wilhamston Operation and Maintenance Plan

15.0 TRAINING
An effective compliance training program involves:
• Identifying training needs and requirements;
• Assigning personnel to provide training and providing them the resources they need to conduct training;
• Documenting and tracking that mandatory t raining has occurred; and
• An employee's training needs and requirements, as well as their training responsibilities, are based on
his/her position within the company.
Revised 11/19 ©Town of Wilhamston Operation and Maintenance Plan

TOWN OF WILLIAMSTON
O&M PLAN
PROCESS FLOW DIAGRAM

Influent
1.0 MGD —
INFLUENT
PUMP
STATION
Generator
300 kw
Abandoned
Aeration Basin
Town of Williamston
Wastewater Treatment Facility
Schematic Plan
Sections Now in Operation Are identified As Aeration Basin # 1
1.0 MGD 1.0 MGD 1.0 MGD
I
PREL. FLOW
TREATMENT SPLITTER
i.......................... 1.5 MGD
UNIT
Generator
AERATION 600 KW
FO.500 MGD
Abandoned
Aerobic
Digester
....................�
r
F
Abando d
Clarifiers
T.................... ti....
..........
1110
Abandoned
Return Activated
Sludge Pump
Station
Q
Existing 1.5 MGD
Sludge
Drying CLARIFIERS
Beds
0.750 MGD
RAS/WAS
Pump RAS 0.250 MGD
Station WAS 0.500 MGD
0.035 MGD
....................................
AERATED SLUDGE
HOLDING ..."0
C12
LAGOON Injection ••
vault
AERATED SLUDGE
`......• HOLDING .....t:
LAGOON
SLUDGE
LOADING
FACILITY ♦ I EFFLI
❑ PUMP
STATI
Legend:
REAERATION BASIN 0
Liquid
......• Sludge
DESIGN FLOW - 2.0 MGD ��
SCHEMATIC FLOW BASED ON 1.0 MGD AVG FLOW Effluent To Roanoke River
1.0 MGD
C12
contact
chamber
1.0 MGD
Page

Town Of Williamston
Wastewater Treatment Plant
P.O. Box 506
US 13 & 17 Bypass, 1801 Willow Drive
Williamston, NC 27892
Tel. [phone] Fax [phone]
8/20/ 15
The Town of Williamston's WWTP receives wastewater from the sewer collection
system at the influent pumping station where the flow is pumped up to the preliminary
treatment unit which removes sand, grit and larger materials. The flow then continues to
the flow splitter and on to the aeration basin / oxidation ditch. Here the biological process
takes place. From here the biomass continues on to the clarifiers where settling occurs.
From the clarifiers the settled sludge is either returned to the aeration basin or wasted to
the sludge holding lagoons. The clear water leaving the clarifiers then goes to the effluent
pump station where it is pumped to the chlorine contact chamber while along the way
receiving sodium hypochlorite in the injection vault. The flow continues through the
contact chamber and where at the outfall sodium bisulfate is added to remove chlorine
below 28 ug/l. The flow then continues to the reaeration basin where the D.O. is raised to
>5.0 mg/l. From the reaeration basin the flow continues to the plant discharge and on to
outfall 001 where the treated flow is discharged into the Roanoke River.

TOWN OF WILLIAMSTON
O&M PLAN
MAXIMUM PRODUCTION
QUANTIFICATION & JUSTIFICATION

AVERAGE
# of
Gallons I Dry Tons I WWTP Years Counted
661,517 63.28 Williamston WWTP

TOWN OF WILLIAMSTON
O&M PLAN
SOURCE VICINITY MAPS

0 E It F 1 H "k:.
C O U N T Y
N
W E Wr
S
Q 4
r
M1
M1 y`
Y_
J.
1416 k.
1416
1417 y
aA I 'd` 35' 55'
a turAl-
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r 1414
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1413 12
aos
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1411 ^ 'm� ,tom O
` W.11.I.ri1StQil C
L P°P. 5,675 13 WILLIAMSTON WWTP
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64 ri.42
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-
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.76 1.7 1539 ti
2 1 0 2 ^
Y
1541
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Miles
1534
17 1
1539
Scale: 1 inch equals 2 miles
WILLIAMSTON WWTP LOCATION MAP
Figure
Drawn by: CSC
Town of Williamston RLAP (WQ0010198)
Reviewed by:
SOIL
PLUS
Williamston, North Carolina
1
Date: Oct. '12
Soil Plus Project # 200705.D10

APPENDIX 2
2020 PERMIT RENEWAL
Town of Williamston (WQ0010198)
RS CA
Field Loading Calculations
Analytical

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State of North Carolina
DWR
Department of Environmental Quality
Division of Water Resources
Division of Water KesoUFces RESIDUALS SOURCE CERTIFICATION
FORM: RSC 06-16
I. RESIDUALS SOURCE -GENERATING FACILITY INFORMATION (See Instruction B.):
1. Facility Name: Kwn of Williamstod
2. Facility permit holder is: ❑ Federal, 0 State, 0 Local Government, or 0 Private.
Facility permit issued by: ® Div. of Water Resources, Div. of Environmental Health,
or Other (explain: �.
3. Facility contact person and title: Gene Reed, ORC
Complete mailing address: PO Box 506
City: W illiamston State: NC Zip: 27892-0506
Telephone number: [phone] E-mail address: genereed(a)townofwilliamston.com
4. Facility physical address: 1801 Willow Drive
City: - State: r Zip: 7892-0506
Coordinates: Latitude: 35' 51' 11" Longitude: 77' 01' 51"
Datum: NAD 83 Level of accuracy: Sub -Meter
Method of measurement:
5. Purpose of the facility:
treatment of municipal wastewater, treatment of 100% domestic wastewater,
treatment of potable water, treatment of 100% industrial wastewater,
treatment of industrial wastewater mixed with domestic wastewater,
(approximate percentages: _ % industrial and _ % domestic)
other (explain: _ ).
6. Does the facility have an approved pretreatment program: Yes No
7. Facility permitted/design flow: 2_0 MGD and facility average daily flow: 1_1 MGD
8. Average amount of residuals being generated at this facility M dry tons per year.
9. Specify the following regarding treatment and storage volumes available at the facility:
Type and volume of residuals treatment: W3 MG Extended Aeration Oxidation Ditch
Type and volume of residuals storage (i.e., outside of residuals treatment units): (2) 400,000 Gallon Aerobic Di eg stors
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 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 ® no.
Fill in the following tables with the results of the latest toxicity characteristic leaching procedure (TCLP) analysis as
well as those for corrosivity, ignitability, and reactivity:
Laboratory: Meritech and Date of analysis: /3/1
Passed corrosivity test: yes no. pH: 5.6 s.u. (2 < pH < 12.5)
Passed ignitability test: yes no. Flashpoint: 71-4-0 °F (> 140°F)
Passed reactivity test: ® yes ❑no. HCN: _ mg/kg (<250) & H2S: - mg/kg (<500)
TCLP Parameter
Limit
(mg/1)
Result
(mg/1)
TCLP Parameter
Limit
(Mg/1)
Result
(Mg/1)
Arsenic
5.0
0.112
Hexachlorobenzene
0.13
<0.100
Barium
100.0
0.306
Hexachloro-1,3-Butadiene
0.5
<0.100
Benzene
0.5
<0.0100
Hexachloroethane
3.0
<0.100
Cadmium
1.0
<0.020
Lead
5.0
<0.100
Carbon Tetrachloride
0.5
<0.0100
Lindane
0.4
<0.040
Chlordane
0.03
<0.003
Mercury
0.2
<0.02
Chlorobenzene
100.0
<0.0100
Methoxychlor
10.0
<1.000
Chloroform
6.0
<0.0100
Methyl Ethyl Ketone
200.0
<0.100
Chromium
5.0
<0.050
Nitrobenzene
2.0
<0.100
m-Cresol
200.0
<0.200
Pentachlorophenol
100.0
<0.500
o-Cresol
200.0
<0.100
Pyridine
5.0
<0.100
p-Cresol
200.0
<0.200
Selenium
1.0
<0.100
Cresol
200.0
<0.300
Silver
5.0
<0.050
2,4-D
10.0
<1.000
Tetrachloroethylene
0.7
<0.0100
1,4-Dichlorobenzene
7.5
<0.100
Toxaphene
0.5
<0.05
1,2-Dichloroethane
0.5
<0.0100
Trichloroethylene
0.5
<0.0100
1,1-Dichloroethylene
0.7
<0.0100
2,4,5-Trichlorophenol
400.0
<0.100
2,4-Dinitrotoluene
0.13
<0.100
2,4,6-Trichlorophenol
2.0
<0.100
Endrin
0.02
<0.002
2,4,5-TP (Silvex)
1.0
<0.100
Heptachlor and its Hydroxide
0.008
<0.0008
Vinyl Chloride
0.2
<0.0200
FORM: RSC 06-16 Page 2 of 5

4. Metals Determination: Complete one of the following tables (i.e., as applicable) to demonstrate that the residuals do not
violate the ceiling concentrations for metals regulated under 15A NCAC 02T .1105.
a. For Distribution/Land Application: Fill in the following table with the results of the latest analyses (i.e., on a dry weight
basis) for the following metal parameters:
Laboratory: eritech Inc. and Date of analysis: _
Parameter
Ceiling
Concentration Limits
(ClassA & ClassB)
(mg/kg)
Monthly Average
Concentration Limits
(Class A Only)
(mg/kg)
Result
(mg/kg)
Arsenic
75
41
<3.01
Cadmium
85
39
1.27
Copper
4,300
1,500
315
Lead
840
300
37.4
Mercury
57
17
0.120
Molybdenum
75
n/a
3.79
Nickel
420
420
9.40
Selenium
100
100
<3.01
Zinc
7,500
2,800
1,470
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)
11 > 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: a %.
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
micronutnent parameters:
Laboratory: Meritech, Inc. and Date of analysis: _
Parameter
Result
(mg1kP)
Aluminum
13,300
Ammonia -Nitrogen
<602
Calcium
14,900
Magnesium
2,320
Nitrate -Nitrite Nitrogen
1,890
pH (Standard Unit)
7.0
Phosphorus
22,800
Potassium
3,100
Sodium
2,990
Total Kjeldahl Nitrogen
95,200
c. Using the results listed in Item II. 5b. above, calculate the sodium adsorption ration (SAR): JE'JJ
[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: %. This
rate is a (check one): ® default value, or ❑ actually established.
If the residuals are not generated from the treatment of municipal or domestic wastewater, ex lain or provide technical
justification as to why the selected default value is appropriate to be applied to these residuals: ii
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 (111) Year PAN
Five -Year
Maximum Adjusted PAN
(m91k9)
(mg/kg)
Surface
30,570
47,208
Injection/Incorporation
30,871
47,431
6. Other Pollutants Determination: S eci 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.
❑ Alternative 2 [15A NCAC 02T.I 106(b)(3)(B)] - Alkaline Treatment.
❑I Alternative 3 [15A NCAC 02T.I 106(b)(3)(C)] - Prior Testing for Enteric Virus/Viable Helminth Ova.
Lj Alternative 4 [15A NCAC 02T.I 106(b)(3)(D)] - No Prior Testing for Enteric Virus/Viable Helminth Ova.
Alternative 5 [15A NCAC 02T.1106 i
3)(E)-(K)] - Process to Further Reduce Pathogens (PFRP).
Specify one: ❑ composting, heat drying, ❑ heat treatment,
❑ thermophilic aerobic digestion, ❑ beta ray irradiation,
❑ gamma ray irradiation, or ❑ pasteurization.
b. For Land Application of Class B:
Alternative 1 [15A NCAC 02T.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, oi 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 I1.8. 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:
❑ Alternative 1 [15A NCAC 02T. 1 107(a)(1)] - 38% Volatile Solids Reduction (Aerobic/Anaerobic Digestion).
❑ Alternative 2 [15A NCAC 02T.I 107(a)(2)] - 40-Day Bench Scale Test (Anaerobic Digestion).
Alternative 3 [15A NCAC 02T.I 107(a)(3)] - 30-Day Bench Scale Test (Aerobic Digestion).
❑ Alternative 4 [15A NCAC 02T.I 107(a)(4)] - Specific Oxygen Uptake Rate Test (Aerobic Digestion).
❑ Alternative 5 [15A NCAC 02T.I 107(a)(5)] - 14-Day Aerobic Processes.
❑ Alternative 6 [15A NCAC 02T. 1107(a)(6)] - Alkaline Stabilization.
Alternative 7 [15A NCAC 02T.I 107(a)(7)] - Drying of Stabilized Residuals.
0 Alternative 8 [15A NCAC 02T. 1107(a)(8)] - Drying of Unstabilized Residuals.
❑ Alternative 9 [15A NCAC 02T. 1 107(a)(9)] - Injection.
❑ Alternative 10 [15A NCAC 02T.1107(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

NGMAN
FIELD LOADING ESTIMATES
Facility Williamston WWTP
Sampling Date 4/3/2019
% Solids 1.66
Mineralization Rate 0.30
Gallons per DT 14,446.27
PH 7
Sodium Absorpotion 0.77 <5.0 Safe 5.0 - 10.0 Careful Management >15.0 Do Not Land Apply
Ratio
NITROGEN APPLICATION
TKN (mg/Kg) 95,200 lbs./1,000 gal 13.18
Ammonia Nitrogen (mg/Kg) 602.00 lbs./1,000 gal 0.08
Nitrate -Nitrite (mg/Kg) 1,890.00 lbs./1,000 gal 0.26
PLANT AVAILABLE NITROGEN SURFACE APPLIED
PAN (mg/Kg) 30,570 lbs./1,000 gal 4.23
PLANT AVAILABLE NITROGEN INJECTED/INCORPORATED APPLIED
PAN (mg/Kg) 30,871 lbs./1,000 gal 4.27
Volatization Rate= 0.5 Surface Application
1.0 Injection/Incorporation
EPA METAL LIMITS
Class A Ceiling
Class B Ceiling
Limits (mg/Kg)
Limits (mg/Kg)
41
75
39
85
1,500
4,300
300
840
17
57
420
420
100
100
2,800
7,500
1 st Year
2nd Year
3rd Year
4th Year
5th Year
HEAVY METAL CONCENTRATION
NUTRIENT APPLICATION
Potassium lbs./1,000 gal 0.43
Phosphorus lbs./1,000 gal 3.16
Calcium lbs./1,000 gal 2.06
Magnesium lbs./1,000 gal 0.32
Manganese lbs./1,000 gal
Sulfur lbs./1,000 gal
Molybdenum lbs./1,000 gal 0.00
HEAVY METAL LOADING
Arsenic (mg/Kg)
3.01
Arsenic lbs./1,000 gal
0.00
Cadmium (mg/Kg)
1.27
Cadmium lbs./1,000 gal
0.00
Copper (mg/Kg)
315.00
Copper lbs./1,000 gal
0.04
Lead (mg/Kg)
37.40
Lead lbs./1,000 gal
0.01
Mercury (mg/Kg)
0.12
Mercury lbs./1,000 gal
0.00
Nickel (mg/Kg)
9.40
Nickel lbs./1,000 gal
0.00
Selenium (mg/Kg)
3.01
Selenium lbs./1,000 gal
0.00
Zinc (mg/Kg)
1470.00
Zinc lbs./1,000 gal
0.20
RESIDUAL NITROGEN CALCULATION
Surface Application
Injection/Incorporation Application
Remaining
Remaining
Organic
Organic
PAN
PAN
Nitrogen
PAN PAN
Nitrogen
TKN
(mg/kg) (lbs/DT)
(mg/Kg)
TKN
(mg/kg) (lbs/DT)
(mg/Kg)
95,200
30,570
61.14
64,630
95,200
30,871 61.74
64,329
64,630
9,694
19.39
54,935
64,329
9,649 19.30
54,679
54,935
4,120
8.24
50,815
54,679
4,101 8.20
50,578
50,815
1,906
3.81
48,909
50,578
1,897 3.79
48,682
48,909
917
1.83
47,992
48,682
913 1.83
47,769
Equations
I st Yr. PAN (mg/Kg)=(MR x (TKN-NH3))+(VR x NH3)+NOx
2nd Yr PAN (mg/Kg)= 2nd Yr. TKN x (MR/2)
3rd Yr PAN (mg/Kg)= 3rd Yr. TKN x (MR/4)
4th Yr PAN (mg/Kg)= 4th Yr. TKN x (MR/8)
5th Yr PAN (mg/Kg)= 5th Yr. TKN x (MR/16)
Total 47,208 94.42
Total 47,431 94.86

Contact: Drew Matthews
Client: Soil Plus
P.O. Box 1396
Oxford, NC 27565
Meritech Worlc Order # 040319177
Parameters
%Total Solids
Ammonia, Nitrogen
TKN
Nitrate/Nitrite, Nitrogen
Aluminum, total
Arsenic, total
Cadmium, total
Calcium, total
Copper, total
Lead, total
Magnesium, total
Mercury, total
Molybdenum, total
Nickel, total
Phosphorus, total
Potassium, total
Selenium, total
Sodium, total
Zinc, total
pH
Meritech, Inc.
Environmental Laboratory
Laboratory Certification No. 165
Results
Sample: WL040319 Grab
<602 mg/kg
95,200 mg/kg
1,890 mg/kg
13,300 mg/kg
<3.01 mg/kg
1.27 mg/kg
140900 mg/kg
315 mg/kg
37.4 mg/kg
2,320 mg/kg
0.120 mg/kg
3.79 mg/kg
9.40 mg/kg
22,800 mg/kg
3,100 mg/kg
<3.01 mg/kg
2,990 mg/kg
1,470 mg/kg
7.0 S.U.
Analysis Date
4/4/19
4/15/19
4/9/19
4/9/19
4/11/19
4/11/19
4/11/19
4/11/19
4/11/19
4/11/19
4/11/19
4/9/19
4/11/19
4/11/19
4/11/19
4/11/19
4/11/19
4/11/19
4/11/19
4/4/19
I hereby certify that 1 have reviewed and approve these data.
Report Date: 4/23/2019
Pro)ect: Williamston WWTP
Date Sample Rcvd: 4/3/2019
Reporting Limit
0-100
602
mg/kg
20
mg/kg
231
mg/kg
2.50
mg/kg
3.01
mg/kg
0.20
mg/kg
10.0
mg/kg
1.00
mg/kg
0.500
mg/kg
10.0
mg/kg
0.053
mg/kg
0.500
mg/kg
2.0
mg/kg
2.00
mg/kg
20.0
mg/kg
3.01
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20.0
mg/kg
0.500
mg/kg
1.0 - 14.0
S.U.
rrr i��'•r
4/3/19
Method
SM 2540B
EPA
350.1
EPA
351A
EPA
353.2
EPA
200.7
EPA
200.7
EPA
200.7
EPA
2003
EPA
200.7
EPA
2003
EPA
2003
EPA
245.1
EPA
200.7
EPA
2003
EPA
200.7
EPA
2003
EPA
2003
EPA
200.7
EPA
2003
SM 4500-HB
642 Tamco Road, Reidsville, North Carolina 27320
tel.[phone] fax.[phone]

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Contact: Drew Matthews
Client: Soil Plus
P.O. Box 1396
Oxford, NC 27565
Meritech, Inc.
Environmental Laboratory
Laboratory Certification No. 165
Page 1
Report Date: 4/26/2019
Project: Williamson WWTP
Date Sample Rcvd: 4/3/2019
Meritech Worlc Order # 040319178 Sample: WL040319 Grab 4/3/2019
1311 -TCLP Metals
Parameter Results Analysis Date Det. Limit Reg. Limit Method
Arsenic 0.112 mg/L 4/17/2019 0.100 5.0 EPA 200.7
Barium 0.306 mg/L 4/17/2019 0.050 100.0 EPA 200.7
Cadmium <0.020 mg/L 4/17/2019 0.020 1.0 EPA 2003
Chromium <0.050 mg/L 4/17/2019 0.050 5.0 EPA 200.7
Lead <0.100 mg/L 4/17/2019 0.100 5.0 EPA 200.7
Mercury <0.02 mg/L 4/9/2019 0.02 0.2 EPA 245.1
Selenium <0.100 mg/L 4/17/2019 0.100 1.0 EPA 200.7
Silver <0.050 mg/L 4/17/2019 0.050 5.0 EPA 200.7
TCLP Organics
Parameter Results Analysis Date Reporting Limit Method
Volatiles 8260 Attached 4/12/2019 8260
Semi Vol.8270 Attached 4/12/2019 8270
Other Tests
Parameter Results Analysis Date Reporting Limit Method
%Total Solids 1.94 % 4/4/2019 0-100 % SM 2540B
Cyanide, total <0.500 mg/kg 4/12/2019 0.500 mg/kg EPA 335A
Sulfide <10.0 mg/kg 4/9/2019 10.0 mg/kg SW 846 9038
Ignitability >140 °F 4/8/2019 EPA 1030
Corrositivity (pH) 5.6 S.U. 4/4/2019 1.0 - 14.0 S.U. SM 4500 HB
642 Tamco Road, Reidsville, North Carolina 27320
tel.[phone] fax.[phone]

Meritech, Inc.
Environmental Laboratory
Laboratory Certification No. 165
Contact: Drew Matthews
Client: Soil Plus
P.O. Box 1396
Oxford, NC 27565
Meritech Worlc Order # 040319178 Sample: WL040319 Grab
Page 2
Report Date: 4/26/2019
Project: Williamson WWTP
Date Sample Rcvd: 4/3/2019
1311- TCLP Pesticides &Herbicides
Pesticide - SW-846 8O81A
Parameter
Endrin
Chlordane
Toxaphene
Methoxychlor
Heptachlor
Lindane
Herbicides - SW-846 8151A
Parameter
2,4-D
2,4,5-TP [Silvex)
4/3/2019
Results Analysis Date Det. Limit Reg. Limit Dilution Factor
Attached - - '
Attached
Attached
Attached
Attached
Attached
Results Analysis Date Det. Limit Re�Limit Dilution Factor
Attached
Attached
I hereby certify that i have reviewed and approve these data.
Laboratory Representative
642 Tamco Road, Reidsville, North Carolina 27320
tel.[phone] fax.[phone]

MERITECH, INC.
Environmental Laboratories
Laboratory Certificate #165
Client:
Project:
Client Sample ID:
Sample Collection:
Meritech Sample ID:
Soil Plus
Williamston WWTP
WL040319
04/03/19
040319178
1311 - TCLP Oraanics
Volatiles: SW-846 8260
Analysis: 04/09/19
Extraction:
04/08/19
Analyst: VWV
Report Date:
04/12/19
Parameter
Result
Units
Det, Limit
Reg, Limit
Dilution Factor
Benzene
<0,0100
mg/L
0,0100
0,50
10
Carbon Tetrachloride
< 0,0100
mg/L
0,0100
0.50
10
Chlorobenzene
<0,0100
mg/L
0,0100
100
10
Chloroform
< 0,0100
mg/L
0,0100
6.0
10
1,2-Dichloroethane
< 0,0100
mg/L
0,0100
0,50
10
1,1-Dichloa•oethene
<0,0100
mg/L
0,0100
0,70
10
Methyl Ethyl Ketone
<0.100
mg/L
0,100
200
10
Tetrachloroethylene
<0,0100
mg/L
0,0100
0.70
10
Trichloroethene
< 0,0100
mg/L
0,0100
0,50
10
Vinyl Chloride
< 0,0200
mg/L
0.020
0,20
10
Semi- Vol atiles: SW-846 8270
Analysis: 04/12/19
Extraction:
Analyst: PM
Report
Date:
Parameter
Result
Units
Det,
Limit
1,4-Dichlorobenzene
<0.100
mg/L
0.100
I- lexachlorobenzene
<0.100
mg/L
0,100
Hexachloro-1,3-butadiene
<0.100
mg/L
0,100
Hexachloroethane
<0.100
mg/L
0,100
o-cresol
<0.100
mg/L
0,100
m&p-cresol
<0.200
mg/L
0,200
Total cresols
<0.300
mg/L
0,300
Nitrobenzene
<0.100
mg/L
0.100
Pentachlorophenol
<0.500
mg/L
0,500
Pyridine
<0.100
mg/1.,
0.100
2,4,5-Trichlorophenol
<0.100
mg/L
0,100
2,4,6-Trichlorophenol
<0.100
mg/L
0,100
2,4-Dinitrotoluenc
<0.100
mg/L
0,100
I hereby certify that I have reviewed and approve these data.
04/02/19
04/I5/19
Reg. Limit Dilution Factor
7.5 10
0,13 10
0.5 10
3,00 10
200 10
200 10
200 10
2,00 10
100 10
5.0 10
400 10
2,00 10
10
Lnb rnlory Represenla ' e
642 Tamco Road *Reidsville, NC 27320
[phone] *[e-mail]

,mull
r.' ;1' . ' r, I . ; e: s
\nclyflcal/Process ConSUItations
Toxicity Characteristic Leachate Procedure (TCLP) Analysis t'or Meritech, lne,l collected 03 Apri12019)
EPA Ii W
Number Contaminant
I. TCLP PESTICIDES/HERBICIDES
D-020
Chlorklane
D-016
2,4-1)
D-012
Bndrin
D-031
Heptachlor
D-013
Lindane
D-014
Methoxychlor
D-015
Toxaphcne
D-017
2,4,5=rP(silvex)
Snntple Namher
Sample Date
Sample Tinte (hrs)
Sample Matrix
Date Analyzed
04031917$
Quantitation
Results
Characteristic
Limit(tna/L)
(mt/L)
Level(ma/L)
EPA Method
Anal xt
0,003
BQL
0,030
8081
Ma
16000
BQL
10.0
8151
MG
0,002
BQL
U20
8081
MG
0.0008
BQL
00008
8081
MG
0,040
BQL
0.400
8081
MG
1.000
BQL
10,0
8081
MG
0.05
BQL
0,500
8081
MG
0.100
BQL
1.00
8151
MG
64912-01
04/03/19
1111
Sludge
04/ 17-04/22/ 19
mEJkg = milayrams per kilogran =.pans per million (ppm) nQL = nclosv Quantitation Limits

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114 OAKMONT DRIVE
GREENVILLE, N.C. 27858
TOWN OF WILLIAMSTON
MR. GENE REED
P.O. BOX 506
WILLIAMSTON ,NC 27892
Drinking Water ID: 37715
Wastewater ID: 10
PHONE [phone]
FAX [phone]
ID#: 92 X
DATE COLLECTED: 04/03/19
DATE REPORTED : 04/08/19
REVIEWED BY:
Sample Sample Sample Sample Sample Analysis Method
PARAMETERS #1 #2 #3 #4 #5 Date Analyst Code
Total Residue, mg/l 20733 20467 19900 22033 23600 04/03/19 JTH 254OB-11
Total Solids, % 1.95 04/03/19 JTH 2540G-11
Fecal Coliform (MPH /gram Solids <8696 <8780 <9045 9091 <7627 04/03/19 JTH 9221E-06

GREENVILLE, N.C. 27858
TOWN OF WILLIAMSTON
MR. GENE REED
P.O. BOX 506
WILLIAMSTON ,NC 27892
--
Drinking Water ID: 37715
Wastewater ID: 10
PHONE [phone]
FAX [phone]
ID#: 92 X
DATE COLLECTED: 04/03/19
DATE REPORTED : 04/08/19
REVIEWED BY:
Sample Sample Analysis Method
PARAMETERS #6 #7 Date Analyst Code
Total Residue, mg/l 21967 23433 04/03/19 JTH 2540B-11
Fecal Coliform (MPH /gram Solids <8182 <7692 04/03/19 JTH 9221E-06

Environmental Laboratory
Laboratory Certification No. 165
Contact: Drew Matthews Report Date: 5/7/2019
Client: Soil Plus
P.O. Box 1396 Project: Williamson WWTP
Oxford, NC 27565 Date Sample Rcvd: 4/3/2019
Vector Attraction Reduction / Aerobically Digested Sludge (30 Day Test)
Meritech Work Order # 040319179 Sample: WL040319 Grab 4/3/19
Total Solids Volatile Solids % Volatile Solids
Week 1 1.72 1.14 0.663
Weelc 2 1.55 1.03 0.664
Week 3 1.59 1.05 0.569
Week 4 1.53 0.990 0.645
Week 5 1.65 1.09 0.661
Mass Balance Equation = 0.33%Volatile Solids Reduction as per EPA Part 503 Biosolids Rule
I hereby certify that I have reviewed and approve these data.
Labor tory Representative
642 Tamco Road, Reidsville, North Carolina 27320
tel.[phone] fax.[phone]

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APPENDIX 3
2020 PERMIT RENEWAL
Town of Wilhamston (WQ0010198)
LAS CA
Land Owner Agreement Form
Maps
Biosolid Utilization
CPLR Summary

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

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

Landowner's Certification:
I certify that I am a deeded landowner of the above -referenced land application site(s) and am authorized to make decisions
regarding the use of the land application site(s) on behalf of other deeded landowners OR that I am otherwise authorized, through
a power of attorney or other legal delegation, to make decisions regarding the use of the land application site(s) on behalf of the
deeded landowners. I certify that the above -referenced land application site(s) are not included in any waste disposal contract or
agreement with another municipality, contractor, or other permitted entity, Furthermore, I certify that I have read this Agreement,
understand the stipulations, restrictions, alternatives for water supply wells inside the compliance boundary, acknowledgement of
field transfer, and do hereby grant permission to the Permittee to land apply residuals to the land application site(s) as specified
herein.
Landowner name: Marshall Dunn Jr.
Address: PO Box 306
City: Pinetops State: NC
Phone: _
Signam
NORTH CAROLINA, brarm i iC. COUNTY
Zip: 27864
1, the undersigned Notary Public do hereby certify that 01 arg ka, f I a u to n S r
personally appeared before me this day and acknowledged the due execution of the forgoing instrument.
O���G�p��a�u'o�n°enaQaOb�
WITNESS my hand and official seal this the
day of M^V"rw '0 aQ
ILy —; y; ✓ Ja'"
nn b.
Signature and seal: y.�C, `Aan,
My commission expires: O y"OS"
Lessee's/Operator's Certification:
6l
°poee°aes�•�•'"
certify that I have read this Agreement and do hereby agree to abide by the stipulations and restrictions as specified herein.
Lessee/operator name: Joel Boseman
Address:
200 W. Bridges Street
City: Battleboro
State:
NC
Phonc: 252-446-3636 E-mail address:
Signattn'e: Date:
Permittee's Certification:
I certify that I have read this
Signing om-japt a�jr e�=
Zip, 27809
hereby agree to abide by the stipulations and restrictions as specified herein.
Works Director
FORM: LOA 06-16 Page 3 of 3

2
i
a
Legend
tr
Property Boundary
Pond i
- House The Compliance Boundary is established either 250 feet from
the residuals application area or 50 feet within the
Net Area property boundary, whichever is closest to the application area.
Field Boundary The Review Boundary is established midway between the
Compliance Boundary and the perimeter of the residuals F
250 0 500
Buffer application area. Fee
Scale: 1 inch = 500 feet BUFFER MAP - DUNN FIELD 3 FIGURE
Drawn by: DM SOIL PLUS Edgecombe County, North Carolina
Reviewed by: Town of Williamston Residual Program
Date: January 2020 Soil Plus Project No. 201206.A10

W E
��E� Y
8
,
V
n�
71
i
%
20 Gr 3 s C.
JK,
Z }
8.78 Net Ac'.
x
17.66 Gross
1C.
2
M
51.74 Gross
3
Legend
U,
1 Z
Property Boundary
Pond
47.78 Net C.
- House The Compliance Boundary is established either 250 feet from
Net Area
the residuals application area or 50 feet within the
property
boundary, whichever is closest to the application area.
Field Boundary
The Review Boundary is established midway between the
Compliance Boundary and the perimeter of the residuals N,00 250 0 500
Buffer
application area.
Fee
Scale: 1 inch = 500 feet
BUFFER MAP - DUNN FIELD 3
FIGURE
SOIL PLUS
Drawn by: DM
Edgecombe County, North Carolina
Reviewed by:
Town of Williamston Residual Program
Date: January 2020
Soil Plus Project No. 201206.A10

m m o M
61 t��1 7 M
c� a
0
via cn V) cn
Q

0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
N M