WQ0013116_More Information (Received)_20210923

September 10, 2021
Mr. Erick Saunders
NCDEQ Division of Water Resources
Non -Discharge Branch
512 North Salisbury Street
Raleigh, North Carolina 27604
RE: Request for Additional Information
Distribution of Class A Residuals
Town of Waynesville, Haywood County, North Carolina
Application No. WQ0013116
Dear Mr. Saunders:
On behalf of the Town of Waynesville, we offer the following responses to the above referenced
request for additional information:
A. Distribution of Class A Residuals (FORM: DCAR 06-16)
According to 15A NCAC 02T .0106(b)(4), the Applicant's Certification on page 3 of the DCAR
06-16 form shall be signed by an executive officer in the highest level of elected office, or
other authorized employee in the case of a public entity. For a town government, the Town
Manager is considered the executive officer. Please either submit a delegation letter pursuant
to 15A NCAC 02T .0106(c) authorizing Mr. Preston Gregg to sign on behalf of the Town or
resubmit the application with the proper signing official.
Acknowledged. The application has been resubmitted with the proper signing official.
Additionally, the facility contact information has been updated.
D. Program Information
The Asheville Regional Office's staff report indicates that the anaerobic digester listed in the
narrative is offline and has been converted to an aerated sludge holding tank. Please update
this narrative to reflect this operational change.
Acknowledged. Narrative and residuals treatment process flow diagram have been updated
to reflect operational changes.
H. Operation and Maintenance Plan (O&M Plan)
See comment D.1. This plan shall be updated to reflect the operational changes at this facility.
Acknowledged. O&M Plan and residuals treatment process flow diagram have been updated
to reflect the operational changes.
Additional Unreguested Changes
Appendix C: Monitoring and Reporting Requirements
a. Staff names/roles for the Town of Waynesville WWTP 503 Biosolid Sampling Plan
have been updated.
b. Contact information for form RSC 06-16 has been updated.
c. Narrative description of the Town of Waynesville Wastewater Treatment Sludge
Management, residuals treatment process flow diagram, and staff names/roles for
MCG ILL ASSOCIATES 55 BROAD STREET, ASHEVILLE, NC 28801 / 828.252.0575 / MCGILLASSOCIATES.�_ur,�.

Mr. Erick Saunders, NCDEQ-DWR
September 10, 2021
Page 2
the Town of Waynesville WWTP 503 Biosolid Sampling Plan, all listed under
Attachment RSC Item B, have been updated.
If you have any questions or need any additional information, please feel free to call our office at
828-252-0575.
Sincerely,
MCGILL ASSOCIATES, P.A.
KEITH WEBB, PE
Vice President
Enclosures
cc: Rob Hites, Town Manager
Jeff Stines, Director of Public Services
Jeff Evans, WWTP Operator in Responsible Charge

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 tie-ARplicant shall submit one original and two copies of the application and
sunaortina documentation
For more information, visit the Water Quality Permitting Section's Non -Discharge Permitting Unit wehsile
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)
❑ Submit a check, money order or electronic funds transfer made payable to: North Carolina Department of Environmental
Quality (NCDEQ).
Facility Classification
Major (residuals permitted for distribution > 3,000 dry tons/year)
-F Fminor (residuals permitted for distribution < 3,000 dry tons/year)
New Permit Major Modification 1
$1,310 $395
$810 $245
1 - 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 Pagel of 3

D. Program Information (All Application Packages)
® Provide a narrative explaining the following:
® How the materials will be handled and transported from where the residuals were produced to where it will be treated.
® How the residuals will be processed/treated (attach process flow diagram).
® How leachate collection will be handled.
® Where the residuals will be stored until processed.
® How the final product will be distributed (packaging, bulk, etc.)
® What nutrients or other constituents (i.e. nitrogen, phosphorous, aluminum, calcium, etc.) are used or recommended as the
limiting parameter for determination of residuals loading rate to ensure that it does not overload the soil and cause
contravention of surface water or groundwater standards, limit crop growth, or adversely impact soil quality.
Attach a marketability statement detailing destinations and approximate amounts of the final product to be distributed.
® Provide either a label that shall be affixed to the bagged processed residual or an information sheet that shall be provided to the
person who receives the processed residual. The label or information sheet shall contain, at a minimum, the following
information:
® Name and address of the person who prepared the residual that is sold or given away.
® A statement that application of the residuals to the land shall be in accordance with the instructions on the label or
information sheet.
® A statement that the residuals shall not be applied to any site that is flooded, frozen or snow-covered.
® A statement that adequate procedures shall be provided to prevent surface runoff from carrying any disposed or stored
residuals into any surface waters.
® Information on all, applicable setbacks in accordance with 1SA NCAC 02T. I 108(b).
® A statement that the residuals shall be applied at agronomic or recommended rates for intended uses.
E. Detailed Plans and Specifications (Application Involving New or Changes to Treatment or Storage Units)
❑ Submit detailed plans and specifications that have been signed, sealed, and dated by a NC Professional Engineer per 15A
NCAC 02T .I 104(a). Specifications for standard equipment may only be omitted for municipalities with approved standard
specifications, but use of the standard specifications must be noted on each sheet of the plans.
❑ Plans must include the following minimum items: a general location map, a topographic map, plan and profile view of the
residuals treatment and storage units as well as the proximity of the residuals treatment and storage units to other utilities and
natural features within 500 feet of all treatment and storage facilities, and detail drawings of all items pertinent to the residuals
treatment and storage units. Depict minimum separations required in 15A NCAC 02T .1108{a) on the plans.
❑ Specifications must include, at a minimum, the following for all items pertinent to residuals treatment and storage units:
description of materials to be used, methods of construction, quality of construction testing procedures to ensure the integrity
of the final product in accordance with 15A NCAC 02T .1104(a)(2)(B), including leakage and pressure testing as appropriate.
❑ Plans and specifications must not be labeled with preliminary phrases (e.g., FOR REVIEW ONLY, NOT FOR
CONSTRUCTION, etc.) that indicate that they are anything other than final plans and specifications. However, the plans and
specifications may be labeled with the phrase: FINAL DESIGN — NOT RELEASED FOR CONSTRUCTION.
F. Engineering Calculations (Application Involving New or Changes to Treatment or Storage Units)
❑ Submit all design calculations that have been signed, sealed, and dated by a NC Professional Engineer per 15A NCAC 02T
.1104(a).
G. Environmental Assessments (Maybe Required— See 15A NCAC 1 C .0300)
❑ Submit a copy of the Findings of No Significant Impact (FONSI) or Environmental Impact Statement (EIS). Also, include
information on any mitigating factor(s) from the Environmental Assessment (EA) that impact the construction of the residuals
treatment and storage facilities. An EA may also be required for private systems if any public funds and/or lands are used for
the construction of the subject facilities.
INSTRUCTIONS FOR FORM: DCAR 06-16 Page 2 of 3

H. Operation and Maintenance Plan (New and Renewal Application Packages)
® For Modification Application, if there are any changes to the existing plan, submit an updated O&M plan.
® Submit the O&M Plan in accordance with 15A NCAC 02T .1110 and include at a minimum:
® Operational functions; describe the operation of the program to show what operations are necessary for the program to function
and by whom the functions are to be conducted.
Maintenance schedules; may include equipments calibration, maintenance of signs, etc.
® Safety measures; may include safety training program, manuals, signs, etc.
® Spill response plan; including control, containment, remediation, emergency contact information, etc.
® Inspection plan including the following information;
® Names and titles of personnel responsible for conducting the inspections.
® Frequency and location of inspections, including those to be conducted by the ORC, and procedures to assure that the selected
location(s) and inspection frequency are representative of the residuals management program.
® Detailed description of inspection procedures including record keeping and actions to be taken by the inspector in the event
that noncompliance is observed.
® Sampling and monitoring plan including the following information;
® Names and titles of personnel responsible for conducting the sampling and monitoring.
® Detailed description of monitoring procedures including parameters to be monitored.
® Sampling frequency and procedures to assure that representative samples are being collected. Fluctuation in temperature, flow,
and other operating conditions can affect the quality of the residuals gathered during a particular sampling event. The sampling
plan shall account for any foreseen fluctuations in residuals quality and indicate the most limiting times for residuals to meet
pathogen and vector attraction reduction requirements (e.g. facilities that land apply multiple times per year but have an annual
sampling frequency, may need to sample during winter months when pathogen reduction is most likely to be negatively affected
by cold temperatures.
ONE ORIGINAL AND TWO COPIES OF THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL
SUPPORTING INFORMATION AND MATERIALS, SHALL BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF WATER RESOURCES
WATER QUALITY PERMITTING SECTION
NON -DISCHARGE PERMITTING UNIT
By U.S. Postal Service:
1617 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1617
TELEPHONE NUMBER: [phone]
By Courier/Special DeliverX:
512 N. SALISBURY STREET
RALEIGH, NORTH CAROLINA 27604
FAX NUMBER: [phone]
INSTRUCTIONS FOR FORM: DCAR 06-16 Page 3 of 3

State of North Carolina
DWR
Department of Environmental Quality
Division of Water Resources
Division of Water Resources 15A NCAC 02T .1100 — DISTRIBUTION OF CLASS A RESIDUALS
FORM: DCAR 06-16
I. APPLICANT INFORMATION:
1. Applicant's name: Town of Waynesville
Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership i❑ Privately -Owned Public Utility
❑ Federal ❑ State ® Municipal ❑ County
Signature authority's name per 15A NCAC 02T .0106: Title: Town Manager
Applicant's mailing address: 16 S. Main St.
City: Waynesville State: NC Zip: 28786-
Telephone number: [phone] Email Address: rhiteskwaynesvillenc.gov
2. Consultant's name: N/A License Number (for P.E.):
Affiliation: ❑ On Staff ❑ Retained (Firm: )
Consultant's mailing address:
City: State: Zip:
-
Telephone number: (_) _- Email Address:
3. Fee submitted: (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: WG0013116
Date of most -recently issued permit: 7/20/2016
Date of most -recently certified Attachment A (if different than the permit):
III. FACILITY INFORMATION:
1. Name of residuals processing facility: Town of Waynesville Blend Processing Facility & Distribution Program
City: Waynesville State: NC Zip: 28786-
Coordinates: Latitude: 35' 32' 30" Longitude: 82' 57' 04"
Datum: NAD 83 Level of accuracy: 5 mm
Method of measurement: Haywood GIS
County where facility is located: Haywood
2. Facility contact (person familiar with residuals preparation):
Name: Jeff Evans Title: WWTP Operator in Responsible Charge
Mailing address: 129 Legion Dr.
City: Waynesville State: NC Zip: 28786-
Telephone number: [phone] E-mail address: jeffreyevanskwaynesvillenc.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: 90-180 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);
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
er 1.0 dry ton of residuals (dry ton)
Lime Kiln Dust
1.0 Dry Tons
3. Approximate amounts of the residuals received and processed at the facility: 693 dry tons per year.
4. Approximate amounts of the final product (processed residuals) to be distributed: 1,138 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): All treated residuals are stored under sheds at WWTP. Average storage time is
3 months with a maximum of 6 months.
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: Storage areas are
located in storage bays under a roof structure.
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.
it
RSC 06-16.doc
FORM: DCAR 06-16 Page 2 of 3

Professional Engineer's Certification: (Application Involving New or Changes to Treatment or Storage Units)
attest that this application for
has been reviewed by me and is accurate and complete to the best of 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 p No, Explain;
I,
(Signature Authority's Name — PLEASE PRINT)
attest that this application for
(Facility Name)
(Title)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that the Division of Water Resources
may not conduct a technical review of this program and approval does not constitute a variance to any rules or statutes unless specifically
granted in the permit. Further, any discharge of residuals to surface waters or the land will result in an immediate enforcement action,
which may include civil penalties, injunctive relief, and/or criminal prosecution. I will make no claim against the Division of Water
Resources should a condition of this permit be violated. I also understand that if all required parts of this application are not completed
and that if all required supporting information and attachments are not included, this application package will be returned to me as
incomplete.
Note: In accordance with North Carolina General Statutes § 143-215.6A and § 143-215.613, any person who knowingly makes any false
statement, representation, or certification in any application shall be guilty of a Class 2 misdemeanor, which may include a fine not to
exceed $10,000 as well as civil penalties up to $25,000 per violation.
Signature:
Date:
FORM: DCAR 06-16 Page 3 of 3

F WAYNESVILLE
North Carolina
C
Pm ,ress with Vision
1871
Attachment DCAR Item D.
(Program Information)
TABLE OF CONTENTS
Narrative.......................................................................................................................................................1
Handlingof Materials................................................................................................................................1
ProcessFlow Diagram .............................................. ............................... ........................ ......... 1
Leachatecollection.....................................................................................................:............................1
StoringResiduals.......................................................................................................................................1
Distribution...................................................................................................................,......................... 1
ProcessFlow Diagram...............................................................................................................................2
MarketabilityConsumer Guide.................................................................................................................3-4
DistributionList......................................................................................................5

NARRATIVE DESCRIPTION OF THE TOWN OF WAYNESVILLE
WASTEWATER TREATMENT SLUDGE MANAGEMENT
The Town of Waynesville Wastewater Treatment Plant generates both primary sludge with
primary clarifiers and waste activated sludge from the secondary activated sludge process at the
Wastewater Treatment Plant.
The two settled sludges are gravity thickened in primary and secondary gravity sludge
thickeners. The gravity thickened sludges are pumped to an aerated sludge holding tank. The
sludge is then dewatered with a 1.5 meter belt press. The dewatered sludge is blended with lime
kiln dust to achieve the required vector attraction reduction requirements and is heat pasteurized
to 158 degrees Fahrenheit or greater for pathogen reduction requirements. The lime stabilization
and heat pasteurization equipment used is RDP technologies thermoblender and 30 minute
detention time pasteurization vessel.
Listed below are facts about The Town of Waynesville Wastewater Treatment Blend Processing
and Distribution:
• All biosolids produced are stored under a covered shed onsite. The biosolid product is
distributed to the public free of charge.
• The residuals are produced and treated at the same location.
• All residuals are stored and processed onsite at the Wastewater Treatment Plant.
• All leachate collected is returned to plant influent.
• Detention time from aerated sludge holding tank through the belt press lime sludge
blender and pasteurization vessel to discharge through the conveyor is approximately one
hour. Occasionally more time is used to turn the processed residuals in the storage shed to
produce a more workable product and decrease percent moisture.
• All final products are stored onsite under a covered shed.
• The final product is stored for approximately 3 — 6 months depending on the season.
During spring and fall, the product is in demand more than summer and winter.
• The final product is given away in bulk to the local farmers and utilized as a soil
amendment for the nutrient content in the biosolids.
Each year, approximately 800 — 1,100 dry tons per year are produced and distributed. The
destination of final product has been to local farmers and local commercial lime spreaders. All
recipients' names are kept on file at the treatment plant.
Page 1 1

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Attachment DCAR Item H.
(Operation and Maintenance Plan)
TABLE OF CONTENTS
Full Operation and Maintenance Plan
System Drawings .....................................................
System Photographs
.....................................................
Monitoring and Reporting ..........................................
SamplingPlan...............................................................
................................................................. 1-9
..................................................10-42
...................................... ............. 13-22
........................................................ 23-26
..............................................................2 7

OPERATION AND MAINTENANCE PLAN
BIOSOLIDS PROCESSING PROGRAM
WASTEWATER TREATMENT FACILITY
TOWN OF WAYNESVILLE, NORTH CAROLINA

TABLE OF CONTENTS
I. DESCRIPTION OF BIOSOLIDS PROGRAM.....................1
II. EQUIPMENT MAINTENANCE DATA................................2
III. SAFETY.....................................................................................3
IV. SPILL CONTROL...................................................................4
V. SAMPLING AND MONITORING.........................................5
APPENDICES:
A. BIOSOLIDS SYSTEM DRAWINGS
B. BIOSOLIDS SYSTEM PHOTOGRAPHS
C. MONITORING AND REPORTING REQUIREMENTS

SECTION L DESCRIPTION OF BIOSOLIDS PROGRAM
The Town of Waynesville Biosolids Program operates under Permit No. WQ0013116 as issued by
the North Carolina Department of Environment and Natural Resources. After primary and
secondary sludge is processed through the sludge thickeners and the aerated sludge holding tank,
the sludge is fed to a 1.5 meter belt filter press at approximately 2.0% to 2.5% solids. The belt
filter press typically dewaters the sludge to a solids content range of approximately 19% to 21%.
The dewatered sludge from the belt press is discharged into an enclosed screw auger to be
transported for treatment. The dewatered sludge enters an electrically heated insulated blender
where either quicklime and/or lime kiln dust (LKD) is added by a volumetric feeder at a controlled
rate and thoroughly mixed with the sludge. After leaving the insulated blender, the lime/sludge
mixture enters a pasteurization vessel where supplemental electric heat is added to maintain the
temperature of the sludge at 158°F (70°C) for thirty minutes to meet the pathogen reduction
requirements of 40 CFR Part 503. Temperature probes monitor the sludge temperature, and the
speed of the conveyor is designed so that the product remains in the vessel for the full thirty
minutes to achieve pasteurization. The vector attraction reduction requirements of 40 CFR Part
503 are met by adding sufficient quicklime or LKD to raise the pH of the sludge to at least 12,
maintain the pH at 12 for two hours and then at 11.5 for an additional 22 hours. After the product
leaves the pasteurization vessel it is discharged into a truck and transported to the adjacent covered
storage area. The Town distributes the final product to lime spreading companies, farmers, and the
general public.
See drawing schematics in the appendix of this O&M Plan for additional details.

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SECTION II. E llIPMENT MAINTENANCE DATA
Belt Filter Press
Manufacturer: Enviroquip, Inc.
Model: Series 518, Model 1700
Number: 1
Capacity: 1.5 meter, 1050 lbs dry solids/hour, 75 gpm hydraulic capacity
Service Contact:
517- 536- t644
Lime Pasteur uatiott_.E,uipment
Manufacturer: RDP Company
Dewatered Sludge Screw Conveyor: 1500 lb/hr dry solids
Pasteurization Vessel: 4000 lb/hr dry solids
Final Product Screw Conveyor: 4000 lb/hr dry solids
Silo: 30 tons capacity
Service Contact: tr /
610-G o -C/oo 13
NOTE: SEE E UIP1tiIUALS IN TOWN
OF WAYNESVILLE WASTEWATER TREATMENT PLANT OFFICE FOR
MAINTENANCE DETAILS AND SCHEDULES.

SECTION III. SAFETY
Site Restriction and Security
Only authorized personnel shall be permitted to enter any equipment building or directly access
equipment. The general public shall not be permitted on the site unless accompanied by
authorized Town of Waynesville operations or maintenance personnel.
Personnel Training
Maintenance of Biosolids System Equipment shall be performed only by properly trained
personnel who are thoroughly familiar with the facility, equipment, and safety rules for the Town
of Waynesville Wastewater Treatment Plant. Refer to the operation and maintenance manual for
each individual equipment component prior to beginning any repairs.
Subcontractors
All subcontractors shall be required to register with the Town of Waynesville Operations office
prior to entering any equipment buildings or working on any equipment. Town of Waynesville
maintenance staff shall provide necessary safety information to subcontractors prior to allowing
the subcontractor to enter the equipment site.
Emergency Contacts
In the event of an emergency, contact the following:
1. For All Emergencies: Dial 9-1-1
2. Haywood County Emergency Services: [phone]
3. Haywood County Sheriff: [phone]
4. Town of Waynesville Police: [phone]
5. Town of Waynesville Wastewater Treatment Plant: [phone]
6. Haywood Regional Medical Center: 262 Leroy George Dr., Clyde, NC [phone]

TION IV. SPILL CONTROL
In the event of spillage of dry or liquid chemicals or products, or biosolids materials outside of
contained areas, Town maintenance staff shall take immediate actions to contain the spill.
Containment of the spilled material to prevent the material from human contact or from draining
into waterways shall be achieved.
In the event that a hazardous material is spilled and requires containment or disposal, Town
maintenance staff shall contact the Haywood County Emergency Services at [phone]. If
a dangerous situation with hazardous materials occurs, call 9-1-1.

SECTION V. SAMPLING AND MONITORING
Sampling and monitoring of the biosolids shall be in accordance with the NCDENR Permit
issued for the facility. A copy of the Monitoring and Reporting Requirements from the permit
are provided in the Appendix.
The lime/sludge mixture enters a pasteurization vessel where supplemental electric heat is added
to maintain the temperature of the sludge at 158°F (70°C) for thirty minutes to meet the pathogen
reduction requirements of 40 CFR Part 503. Temperature probes monitor the sludge temperature,
and the speed of the conveyor is designed so that the product remains in the vessel for the full
thirty minutes to achieve pasteurization. The vector attraction reduction requirements of 40 CFR
Part 503 are met by adding sufficient quicklime or LKD to raise the pH of the sludge to at least
12, maintain the pH at 12 for two hours and then at 11.5 for an additional 22 hours. Town
operation and maintenance staff shall take samples and perform testing to confirm these
conditions for pathogen and vector attraction are met, and shall record all sampling and test
results in the log book in the Wastewater Treatment Plant laboratory.
Residuals generated shall be analyzed to demonstrate that they are non -hazardous under the
Resource Conservation and Recovery Act (RCRA) at the frequency specified in the NCDENR
permit. The results shall be maintained on file at the Town of Waynesville for a minimum of
five (5) years as required by the permit. A corrosivity, ignitability, and reactivity analysis, as
well as a Toxicity Characteristics Leaching Procedure (TCLP) analysis shall be conducted on
residuals generated. The frequency of testing is dependent upon the amount of product that is
land applied on an annual basis. Refer to the tables in the permit and provided in the Appendix.

APPENDIX C
MONITORING AND REPORTING REQUIREMENTS

i4. If the land application sites are to be overseeded (e,g., bermuda grass in the summer and rye
grass in the winter with BOTH crops to receive residuals), then the second crop shall receive
an application of PAN at a rate of no greater than SO pounds per acre per year. This practice
shall be allowed as long as the second crop is to be harvested. if the second crop is to be
planted for erosion control only and is to be tilled into the soil, then no residuals shall be land
applied to these sites because the PAN will essentially be retumed to the soil.
Prior to application of PAN to permitted sites at rates exceeding the agronomic rate, the
Permittee must submit and receive approval by the Division
15. Should any of the residuals generated by the residuals source -generating facilities listed in the
most recently -certified Attachment A of this permit contain a high salt content (i.e., high
sodium adsorption ratio (SAR) of five (5) or higher), the exchan;cable sodium percentage
(ESP) or other method as approved by the Division, using the results from the annual soils
analysis as required by this permit, shall be monitored on all of the land application sites.
The local Cooperative Extension Office, the Department of Agriculture and Consumer
Services, the Natural Resource Conservation Service, a North Carolina -licensed Soil
Scientist, or other agronomist shall review the results and make recommendations regarding
soil amendments (e.g., gypsum, etc.) or other ameliorative mechanism for maintaining the
itltegt-ity of the site in terms of suitability for land application of residuals and rnaintainirtg
conditions conducive to crop growth. The Permittee shall irnpleruent such recomriiendations
accordingly and shall maintain written records of each monitoring event that includes details
of the sites covered and rate of soil amendment application.
M. MONITORING AND REPORTLNG REQ UIREMENTS
Any monitoring (including groundwater, surface water, residuals, soil, or plant tissue
analyses) deemed necessary by the Division to insure protection of the environment will be
established and an acceptable sampling and reporting schedule shall be followed.
Residuals generated by each approved residuals source -generating facility shall be analyzed
to demonstrate that they are non -hazardous under the Resource Conservation and Recovery
Act (RCRA) at the frequency specified in the most recently -certified Attachment A of this
permit, and the results shall be maintained on file by the Permittee for a minimum of five
years. A corrosivity, ignitability, and reactivity analysis as well as a Toxicity Characteristics
Leaching Procedure (TCLP) analysis shall be conducted on residuals generated by each
approved residuals source -generating facility. If residuals generated by a particular residuals
source -generating facility are land applied at a frequency less than that which is specified in
the most recently -certified Attachment A of this permit, the analyses shall be required for
each residuals land application event. Only residuals that are generated by the residuals
source -generating facilities that are identified as being exempt from this condition in the most
recently -certified Attachment A of this permit shall not be required to comply with this
monitoring requirement.

The TCLP analysis shall include the following parameters (Le., note the regulatory level in
milligrams per liter in parentheses):
Arsenic (5.0)
Barium (100.0)
Benzene (0.5)
Cadmium (1.0)
Carbon tetrachloride (0.5)
Chlordane (0.03)
Chlorobenzene (100.0)
Chloroform (6.0)
Chromium (5.0)
m-Cresol (200.0)
o-Cresol (200.0)
p-Cresol (200.0)
Cresol (200.0)
2,4-D (10.0)
1,4-Dichlorobenzene (7.5) Nitrobenzene (2.0)
1,2-Dichloroethane (0.5)
Pentachlorophenol (100.0)
1,1-Dichloroethylene (0,7)
Pyridine (5.0)
2,4-Dinitrotoluene (0.13)
Selenium (1.0)
Endrin (0.02)
Silver (5.0)
Hexachlorobenzene (0.13)
Tetrachloroethylene (0.7)
Heptachlor (and its hyd,oxide) (0.008)
Toxaphene (0.5)
Hexachloro-1,3-butadiene (0.5)
Trichloroethylene (0.5)
Hexachloroethane (3.0)
2,4,5-TrieWorophenol (400.0)
Lead (5.0)
2,4,6-Trichlorophenol (2.0)
Lindane (0.4)
2,4,5-TP (Silvex) (1.0)
Mercury (0.2)
Vinyl chloride (0.2)
Methoxychlor (10.0)
Methyl ethyl ketone (200.0)
After the residuals have been monitored annually for two years, the Permittee may submit a
request to the Division for a permit modification to reduce the frequency of the TCLP
analysis. In no case, however, shall the frequency of TCLP monitoring be less than once per
permit cycle when residuals are sold or given away.
An analysis shall be conducted on residuals generated by each residual source -generating
facility listed in the most recently certified Attachment A of this permit. An analysis shall be
conducted by the Permittee on the Class A EQ residuals product at a frequency that is
dependent on the dry tons of Class A EQ residuals product distributed or expected to be
distributed during the calendar year for application to the land. The monitoring frequency
schedule shall be as stipulated in the following table:
Amount of Product
Amount of Product
Distributed for
Distributed for
Application to the Land
Application to the Land
Monitoring Frequency
(metric tons per
(short tons per
365-day period)
365-day period)
0 < mDT/yr < 290
0 < DT/yr < 319
Once per Year
290 = mDT/yT < 1,500
319 = DT/yr < 1,650
Once per Quarter
(Four Times per Year)
1,500 = mDT/yr < 15,000
1,650 = DT/yr < 16,500
Once per 60 Days
(Six Times per Year)
15,000 = mDT/yr
16,500 = DT/yr
Once per Month
(12 Times per Year)

The results shall_ be iaintained on file by the Permittee for a minimum of five years. The
analysis shall include, but shall not necessarily be limited to, the following parameters:
Aluminum
Magnesium
Phosphorus
Ammonia -Nitrogen
V
Mercury
Potassium
Arsenic
Molybdenum
Selenium
Cadmium
Nickel
Sodium
Calcium
Nitrate -Nitrite Nitrogen
Total Kjeldahl Nitrogen
Copper
pH
Total Solids (Percent)
Lead
Plant Available Nitrogen
(By Calculation)
Zinc
After the residuals have been monitored as specified above for two years at the frequency
specified in the most recently -certified Attachment A of this permit, the Permttee may
submit a request to the Division for a permit modification to request a reduction of this
monitoring requirement, In no case, however, shall the frequency of monitoring be less than
once per year when residuals are sold or given away.
4. Residuals generated by each residuals source -generating facility listed in the most recently -
certified Attachment A of this permit shall be monitored for compliance with Condition I. 7,
at a frequency that is dependent on the dry tons of Class A EQ residuals product distributed
or expected to be distributed during the calendar year for application to the land. The
monitoring frequency schedule shall be as stipulated in the following table:
Amount of Product
I Amount of Product
Distributed for
Distributed for
Application to the Land
Application to the Land
Monitoring Frequency
(metric tons per
(short tons per
365-day period)
` 365-day period)
0 < mDT/yr < 290
0 < DT/y,r < 319
Once per Year
290 = mDT/yr < 1,500
319 = DT/yr < 1,650
Once per Quarter
(Four Times per Year)
1,500 = mDT/yr < 15,000
1 650 = DT/yr < 16,500
Once per 60 Days
(Six Times per Year)
J
15,000 = mDT/yr 1 16,500 = DT/yr
Once per Month
(12 Times per Year)
The results of all analyses and records of all operational data shall be maintained on file by
the Permittee for a minimum of five years. Data to verify pathogen and vector attraction
reduction of the residuals shall be maintained on file by the Permittee for a minimum of five
years. The required data shall be specific to the stabilization process utilized, but also shall
be sufficient to demonstrate clear compliance with the Class A pathogen requirements and
site restrictions in 15A NCAC 02T .1106 (a) and (b), and one vector attraction reduction
requirements in 15A NCAC 02T .1107 (a) shall be met.
8

Town of Waynesville WWTP
503 Biosolids Sampling Plan
1.) Vector Attraction pH
Sampling Point — conveyor from pasteurization vessel to truck
Frequency — each shift biosolids are processed
Type — grab samples
Certified Lab — Waynesville WWTP lab
Staff— Jeff Evans, WWTP Operator in Responsible Charge
Mark Jones, Lab Manager
2.) Pathogen Reduction and all other required parameters
Sampling Point — biosolids storage area
Frequency — bimonthly
Type — 12-24 grab samples composited
Certified Lab — Environmental Testing Solutions Inc.
Pasteurization vessel temperatures are continuously monitored to ensure all material
reaches a maximum of 158 degrees Fahrenheit.
Pasteurization vessel also has a 30 minute detention time.
Page 127

State of North Carolina
Department of Environmental Quality
PX�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
suuportine 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

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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: Town of Waynesville,
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: Jeff Evans, WWTP Daily Supervisol
Complete mailing address: 129 Legion Dr.
City: Waynesville State: NC Zip: 28786-
Telephone number: 8( 28) 452-4685 E-mail address: jeffreyevanskwaynesvillenc.gov
4. Facility physical address: 566 Walnut Trail RE
City: Waynesville State: NC Zip: 28785-
Coordinates: Latitude: R5° 32' 30" Longitude: �,° 57' 04"
Datum: � Level of accuracy:
Method of measurement: wood GIS
5. Purpose of the facility:
treatment of municipal wastewater, treatment of 100% domestic wastewater,
treatment of potable water, treatment of 100% industrial wastewater,
treatment of industrial wastewater mixed with domestic wastewater,
(approximate percentages: _ % industrial and _ % domestic)
A 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: 3_4 MGD
8. Average amount of residuals being generated at this facility - dry tons per year.
9. Specify the following regarding treatment and storage volumes available at the facility:
Type and volume of residuals treatment: Primary and secondary sewage sludge that is lime stabilized and heat pasteurized
Type and volume of residuals storage (i.e., outside of residuals treatment units): N/A
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: ❑ yes ® no.
If yes, list the number(s):
b. Specify whether or not the residuals exhibit any of the characteristics defined by 40 CFR §261.21-
261.24: ❑ yes 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: Environmental Testing Solutions and Date of analysis: May 2019
Passed corrosivity test: yes ❑ no. pH: s.u. (2 < pH < 12.5)
Passed ignitability test: ® yes ❑ no. Flashpoint:.: . OF (> 140°F)
Passed reactivity test: ® yes ❑no. HCN: 0.338 mg/kg (<250) & 112S: 9.63 mg/kg (<500)
TCLP Parameter
Limit
(Mg/1)
Result
(Mg/1)
TCLP Parameter
Limit
(Mg/1)
Result
(Mg/1)
Arsenic
5.0
.25
Hexachlorobenzene
0.13
.1
Barium
100.0
2.50
Hexachloro-1,3-Butadiene
0.5
.1
Benzene
0.5
.10
Hexachloroethane
3.0
.1
Cadmium
1.0
.05
Lead
5.0
.25
Carbon Tetrachloride
0.5
.10
Lindane
0.4
.0005
Chlordane
0.03
.005
Mercury
0.2
.002
Chlorobenzene
100.0
.10
Methoxychlor
10.0
.0005
Chloroform
6.0
.10
Methyl Ethyl Ketone
200.0
.20
Chromium
5.0
.10
Nitrobenzene
2.0
.10
m-Cresol
200.0
.10
Pentachlorophenol
100.0
.10
o-Cresol
200.0
.10
Pyridine
5.0
.10
p-Cresol
200.0
.10
Selenium
1.0
.25
Cresol
200.0
.20
Silver
5.0
.10
2,4-D
10.0
.10
Tetrachloroethylene
0.7
.10
1,4-Dichlorobenzene
7.5
.10
Toxaphene
0.5
.0005
1,2-Dichloroethane
0.5
.10
Trichloroethylene
0.5
.10
1,1-Dichloroethylene
0.7
.10
2,4,5-Trichlorophenol
400.0
.10
2,4-Dinitrotoluene
0.13
.10
2,4,6-Trichlorophenol
2.0
.10
Endrin
0.02
.0005
214,5-TP (Silvex)
1.0
.10
Heptachlor and its Hydroxide
0.008
.0005
Vinyl Chloride
0.2
.10
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 DistUlbution/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 Testin r Solutions and Date of analysis: November 2019
Parameter
Ceiling
Concentration Limits
(ClassA & ClassB)
(mg/kg)
Monthly Average
Concentration Limits
(Class A Only)
(mg/kg)
Result
(mg/kg)
Arsenic
75
41
6.07
Cadmium
85
39
1.32
Copper
4,300
1,500
183
Lead
840
300
15.1
Mercury
57
17
0.59
Molybdenum
75
n/a
3.65
Nickel
420
420
13.10
Selenium
100
100
3.90
Zinc
7,500
2,800
490
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: N/A and Date of analysis: N/A
Distance from Disposal
Unit to Boundary to
Closest Property Line
(meters, check one)
Arsenic
(mg/kg)
Chromium
(mgJkg)
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: 55 %.
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 Testing Solutions and Date of analysis: November 2019
Parameter
Result
(mg/kg) Dry
Aluminum
6,875
Ammonia -Nitrogen
247.5
Calcium
144,650
Magnesium
4,004
Nitrate -Nitrite Nitrogen
7.70
pH (Standard Unit)
12.0
Phosphorus
3,096.50
Potassium
924
Sodium
243.10
Total Kjeldahl Nitrogen
91.90
c. Using the results listed in Item II. 5b. above, calculate the sodium adsorption ration (SAR): 1.20
[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): ® default value, or ❑ actually established.
If the residuals are not generated from the treatment of municipal or domestic wastewater, explain or provide technical
justification as to why the selected default value is appropriate to be applied to these residuals: Iv
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 (1") Year PAN
Five -Year
Maximum Adjusted PAN
(mg/kg)
(mg/kg)
Surface
651.34
929.53
Injection/Incorporation
695.34
973.53
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: N/A
FORM: RSC 06-16 Page 4 of 5

7. Pathogen Reduction: Per 15A NCAC 02TA 106, specify how residuals will meet the pathogen reduction requirements:
a. r-orDistributioiLILairdApgiic2atioitofC7assAorEquivalent:
A fecal coliform density that is demonstrated to be less than 1,000 MPN per gram of total dry solids,
or
E 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.
❑ 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. 1 106(b)(3)(E)-(K)] - Process to Further Reduce Pathogens (PFRP).
Specify one: 0 composting, Q heat drying, ❑ heat treatment,
0 thermophilic aerobic digestion, ❑ beta ray irradiation,
gamma ray irradiation, or ® pasteurization.
b. For Larry[ Application of Class B:
❑ Alternative 1 [15A NCAC 02T. 1 106(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, or ❑ 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. N'ector Attraction Reduction (VAR): Per 15A NCAC 02T.1107, specify how residuals will meet the VAR requirements:
❑ Alternative 1 [15A NCAC 02T.1107(a)(1)] - 38% Volatile Solids Reduction (Aerobic/Anaerobic Digestion).
❑ Alternative 2 [15A NCAC 02T. 1 107(a)(2)] - 40-Day Bench Scale Test (Anaerobic Digestion).
❑ Alternative 3 [15A NCAC 02T.1107(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.I 107(a)(6)] - Alkaline Stabilization.
❑ Alternative 7 [15A NCAC 02T. 1 107(a)(7)] - Drying of Stabilized Residuals.
❑ 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.I 107(a)(10)] - Incorporation.
❑ Alternative for Surface Disposal Units Only - Soil/Other Material Cover [15A NCAC 02T.1107(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

Attachment RSC Item B.
(Generating Facility Information)
TABLE OF CONTENTS
VicinityMap ..............................................
Process Flow Diagram and Narrative.. —
Quantitative
SamplingPlan ............................................
.................................................................. ................. l
—'~^'~^~~~---.............................................. 2-3
^^^--..~~.—..—............_.----'.-~.4
^~~^^~.... -'~^~^'`....................................... -......... 5

NARRATIVE DESCRIPTION OF THE TOWN OF WAYNESVILLE
WASTEWATER TREATMENT SLUDGE MANAGEMENT
The Town of Waynesville Wastewater Treatment Plant generates both primary sludge with
primary clarifiers and waste activated sludge from the secondary activated sludge process at the
Wastewater Treatment Plant.
The two settled sludges are gravity thickened in primary and secondary gravity sludge
thickeners. The gravity thickened sludges are pumped to an aerated sludge holding tank. The
sludge is then dewatered with a 1.5 meter belt press. The dewatered sludge is blended with lime
kiln dust to achieve the required vector attraction reduction requirements and is heat pasteurized
to 158 degrees Fahrenheit or greater for pathogen reduction requirements. The lime stabilization
and heat pasteurization equipment used is RDP technologies thermoblender and 30 minute
detention time pasteurization vessel.
Listed below are facts about The Town of Waynesville Wastewater Treatment Blend Processing
and Distribution:
• All biosolids produced are stored under a covered shed onsite. The biosolid product is
distributed to the public free of charge.
• The residuals are produced and treated at the same location.
• All residuals are stored and processed onsite at the Wastewater Treatment Plant.
• All leachate collected is returned to plant influent.
• Detention time from aerated sludge holding tank through the belt press lime sludge
blender and pasteurization vessel to discharge through the conveyor is approximately one
hour. Occasionally more time is used to turn the processed residuals in the storage shed to
produce a more workable product and decrease percent moisture.
• All final products are stored onsite under a covered shed.
• The final product is stored for approximately 3 — 6 months depending on the season.
During spring and fall, the product is in demand more than summer and winter.
• The final product is given away in bulk to the local farmers and utilized as a soil
amendment for the nutrient content in the biosolids.
Each year, approximately 800 — 1,100 dry tons per year are produced and distributed. The
destination of final product has been to local farmers and local commercial lime spreaders. All
recipients' names are kept on file at the treatment plant.
Page 1 1

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Town of Waynesville WWTP
503 Biosolids Sampling Plan
1.) Vector Attraction pH
Sampling Point — conveyor from pasteurization vessel to truck
Frequency — each shift biosolids are processed
Type — grab samples
Certified Lab — Waynesville WWTP lab
Staff— Jeff Evans, WWTP Operator in Responsible Charge
Mark Jones, Lab Manager
2.) Pathogen Reduction and all other required parameters
Sampling Point — biosolids storage area
Frequency — bimonthly
Type — 12-24 grab samples composited
Certified Lab — Environmental Testing Solutions Inc.
Pasteurization vessel temperatures are continuously monitored to ensure all material
reaches a maximum of 158 degrees Fahrenheit.
Pasteurization vessel also has a 30 minute detention time.
*Note: See O&M manual for additional sampling procedures and policies
Page 15

(Application Involving New or Changes to Treatment or Storage Units)
attest that this application for
has been reviewed by me anki 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 sea] signifies that 1 have reviewed
this material and have judged it to be consistent with the proposed design. _
North Carolina Professional Engineer's Seal, Signature, and Date: �0"
�if,1t•' I,T T
141,
Applicant's Certilieation: ~ C1 "114
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.
`f Yes Q No, Explain; 2
1, ,211 �i Cr�l &—J • //l T G,.f ow—
(Signature Authority's Name — PLEASE PRINT) (Title)
attest that this application for G/1J�'�?r S t�1�-L 67 1A/,*
(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 al] required supporting information and attachments are not included, this application package will be returned to me as
incomplete.
Note: In accordance with North Carolina General Statutes § 143-215.6A and § 143-215.613, any person who knowingly makes any false
statement, representation, or certification in any application shall be guilty of a Class 2 misdemeanor, which may include a fine not to
exceed $10,000 as well as civil penalties up to $25,000 per violation.
Signature: X� Date: Z -2all % ^
FORM: DCAR 06-16 Page 3 of 3