WQ0041482_Application_20200214

Initial Review
INITIAL REVIEW
Reviewer Thornburg, Nathaniel
Is this submital an
application?*
r Yes r No
Is this a complete
application?* Complete App Date
r Yes r No 02/13/2020
Project Number* WQ0041482
Applicant/Permittee City of Kinston
Applicant/Permittee Post Office Box 339; Kinston, NC 28502
Address
Is the owner in BIMS?
r Yes r No
Owner Type
Facility Name
County
Municipal
City of Kinston DCAR
Lenoir
Fee Category
Major
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
Is the facility in BIMS?
r Yes r No
Fee Amount
$1,310

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 * Rob Willcox
Email Address*
[e-mail]
Project Information
Submittal Type* r New Permit Application
r Renewal
c 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 WQ0041482
currently has project
Applicant\Permittee * City of Kinston
Phone Number*
3363399128
Applicant/Permittee Post Office Box 339; Kinston, NC 28502
Address*
Facility Name * City of Kinston DCAR
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.
City of Kinston - New Permit Application for Distribution of Class A Residuals
Please attach all information required or requested for this submittal to be review here.
Application Form Engineering Rans, Specifications, Calculations, Etc.)
19-07 City of Kinston Distribution of Class A
14.14MB
Residuals Application Package-signed.pdf
upload only 1 PDF document. NiLRiple docurrents rust be corrbined into one PDF 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
Submission Date 2/11/2020

APPLICATION FOR NEW PERMIT
DISTRIBUTION OF CLASS A RESIDUALS
CITY OF KINSTON
JOHNNIE MOSLEY REGIONAL WRF
Willcox & Mabe Soil Solutions, PLLC Project No. 19-07
Prepared for:
City of Kinston
P.O. Box 339
Kinston, North Carolina 28502
Prepared by:
Willcox & Mabe Soil Solutions, PLLC
7231 B Summerfield Road
Summerfield, North Carolina 27358
willcox&mabe
8 0 1 L SOLUTIONS
January 2020

willcoX&'l abe
SOIL SOLUTIONS
February 11, 2020
NCDEQ/DWR
Water Quality Permitting Section
Non -Discharge Permitting Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
Attention: Non -Discharge Permitting Unit
Reference: Application for New Permit
Distribution of Class A Residuals
City of Kinston — Johnnie Mosley Regional WRF
Willcox & Mabe Soil Solutions, PLLC Project No. 19-07, Phase: 01
Non -Discharge Permitting Unit:
Willcox & Mabe Soil Solutions, PLLC (WMSS) is submitting the enclosed application for a
new permit for Distribution of Class A Residuals for the City of Kinston (Kinston) on behalf
of Kinston. The application package includes information for obtaining a Distribution of
Class A Residuals Permit in the name of Kinston to add one source, the Johnnie Mosley
Regional WRF — 4,000 Dry Tons per year.
If there is any further information required or questions regarding this application please do
not hesitate to contact Kinston, Mr. Kenneth Stevens, Jr. at [phone] or WMSS at
336-339-9128 for further assistance.
Sincerely,
Willcox & Mabe Soil Solutions, PLLC
Martin Mabe
Agronomist
cc: City of Kinston
Rob Willcox, L.S.S.
Licensed Soil Scientist
Shared\WMSS Projects\2019\19-07 City of Kinston\Class A Permit Application Info\19-07 City of Kinston Distribution of
Class A Residuals Application Package.doc
Willcox & Mabe Soil Solutions, PLLC / 7231 B Summerfield Road / Summerfield, INC 27358 / Rob 336.339.9128 or
Martin 336.312.1396 / www.willcoxmabesoil.com

TABLE OF CONTENTS
APPENDIX TITLE
DISTRIBUTION OF CLASS A RESIDUALS
APPLICATION FORM
(FORM: DCAR 06-16)
II FORM DCAR 06-16 (ITEM D. - PROGRAM INFORMATION)
III FORM DCAR 06-16 (ITEM H. - OPERATION AND MAINTENANCE PLAN)
IV RESIDUALS SOURCE CERTIFICATION
APPLICATION FORM
• JOHNNIE MOSLEY REGIONAL WRF
(FORM: RSC 06-16)

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

DWR
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Division of Water Resources 15A NCAC 02T .1100 —DISTRIBUTION OF CLASS A RESIDUALS
INSTRUCTIONS FOR FORM: DCAR 06-16 & SUPPORTING DOCUMENTATION
Please use the following instructions as a checklist in order to ensure all required items are submitted. Adherence to these
instructions and checking the provided boxes will help produce a quicker review time and reduce the amount of additional
information requested. Failure to submit all of the required items will lead to additional processing and review time for the
permit application. Unless otherwise noted. the Applicant shall submit one original and two copies of the application and
supporting documentation
For more information, visit the Water Quality Permitting Section's Non -Discharge Permitting Unit website
General —This application is for treatment, storage, transport, distribution, land application, and/or marketing of Class A (or Equivalent)
residuals under 15A NCAC 02T .1100.
Unless otherwise noted, the Applicant shall submit one original and two copies of the application and supporting documentation listed
below.
A. Distribution of Class A Residuals (FORM: DCAR 06-16);
® Submit the completed and appropriately executed Distribution of Class A Residuals (FORM: DCAR 06-16) form. Please do
not make any unauthorized content changes to this form. If necessary for clarity or due to space restrictions, attachments to
the application may be made, as long as the attachments are numbered to correspond to the section and item to which they
refer.
® The project name should be consistent on the plans, specifications, etc.
® The Applicant's Certification on Page 3 of this form shall be signed in accordance with 15A NCAC 02T .0106(b). An alternate
person may be designated as the signing official if a delegation letter is provided from a person who meets the criteria in 15A
NCAC 02T .0106(b).
❑ If this project is for a modification of an existing permit, submit one copy of the existing permit.
❑ Please submit this application form at least 180 days prior to the expiration date on the existing permit, or 90 days prior to
operation of proposed facility(ies) for application packages involving new or changes to treatment and storage units.
B. Application Fee (New and Major Modification Application Packages) (ENCLOSED)
® Submit a check, money order or electronic funds transfer made payable to: North Carolina Department of Environmental
Quality (NCDEQ).
Facility Classification
New Permit
Major Modification
Major (residuals permitted for distribution > 3,000 dry tons/year)
$1,310
$395
Minor (residuals permitted for distribution <3,000 dry tons/year)
$810
$245
' - A major modification shall be defined as any permit modification that: increases the generating facility's residuals dry tonnage;
adds additional residuals sources; or includes the addition of new treatment or storage units/processes not previously permitted.
There is no fee for minor permit modifications.
C. Cover Letter (All Application Packages) (ATTACHED)
0 List all items included in the application package, as well as a brief description of the requested permitting action.
INSTRUCTIONS FOR FORM: DCAR 06-16 Page I of 3

D. Program Information (All Application Packages) (APPENDIX II)
0 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 Ioading rate to ensure that it does not overload the soil and cause
contravention of surface water or groundwater standards, limit crop growth, or adversely impact soil quality.
Attach a marketability statement detailing destinations and approximate amounts of the final product to be distributed.
® Provide either a label that shall be affixed to the bagged processed residual or an information sheet that shall be provided to the
person who receives the processed residual. The label or information sheet shall contain, at a minimum, the following
information:
Name and address of the person who prepared the residual that is sold or given away.
A statement that application of the residuals to the land shall be in accordance with the instructions on the label or
information sheet.
® A statement that the residuals shall not be applied to any site that is flooded, frozen or snow-covered.
® A statement that adequate procedures shall be provided to prevent surface runoff from carrying any disposed or stored
residuals into any surface waters.
® Information on all applicable setbacks in accordance with 15A NCAC 02T A 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) (N/A)
❑ Submit detailed plans and specifications that have been signed, sealed, and dated by a NC Professional Engineer per 15A
NCAC 02T .1104(a). Specifications for standard equipment may only be omitted for municipalities with approved standard
specifications, but use of the standard specifications must be noted on each sheet of the plans.
❑ Plans must include the following minimum items: a general location map, a topographic map, plan and profile view of the
residuals treatment and storage units as well as the proximity of the residuals treatment and storage units to other utilities and
natural features within 500 feet of all treatment and storage facilities, and detail drawings of all items pertinent to the residuals
treatment and storage units. Depict minimum separations required in 15A NCAC 02T .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) (N/A)
❑ Submit all design calculations that have been signed, sealed, and dated by a NC Professional Engineer per 15A NCAC 02T
.1104(a).
G. Environmental Assessments (Maybe Required— See 15A NCAC I C .0300) (N/A)
❑ Submit a copy of the Findings of No Significant Impact (FONSI) or Environmental Impact Statement (EIS). Also, include
information on any mitigating factor(s) from the Environmental Assessment (EA) that impact the construction of the residuals
treatment and storage facilities. An EA may also be required for private systems if any public funds and/or lands are used for
the construction of the subject facilities.
INSTRUCTIONS FOR FORM: DCAR 06-16 Page 2 of 3

H. Operation and Maintenance Plan (New and Renewal Application Packages) (APPENDIX III)
❑ 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 .I I10 and include at a minimum:
® Operational functions; describe the operation of the program to show what operations are necessary for the program to function
and by whom the functions are to be conducted.
® Maintenance schedules; may include equipments calibration, maintenance of signs, etc.
® Safety measures; may include safety training program, manuals, signs, etc.
® Spill response plan; including control, containment, remediation, emergency contact information, etc.
® Inspection plan including the following information;
® Names and titles of personnel responsible for conducting the inspections.
® Frequency and location of inspections, including those to be conducted by the ORC, and procedures to assure that the selected
location(s) and inspection frequency are representative of the residuals management program.
® Detailed description of inspection procedures including record keeping and actions to be taken by the inspector in the event
that noncompliance is observed.
® Sampling and monitoring plan including the following information;
® Names and titles of personnel responsible for conducting the sampling and monitoring.
® Detailed description of monitoring procedures including parameters to be monitored.
® Sampling frequency and procedures to assure that representative samples are being collected. Fluctuation in temperature, flow,
and other operating conditions can affect the quality of the residuals gathered during a particular sampling event. The sampling
plan shall account for any foreseen fluctuations in residuals quality and indicate the most limiting times for residuals to meet
pathogen and vector attraction reduction requirements (e.g. facilities that land apply multiple times per year but have an annual
sampling frequency, may need to sample during winter months when pathogen reduction is most likely to be negatively affected
by cold temperatures.
ONE ORIGINAL AND TWO COPIES OF THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL
SUPPORTING INFORMATION AND MATERIALS, SHALL BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF WATER RESOURCES
WATER QUALITY PERMITTING SECTION
NON -DISCHARGE PERMITTING UNIT
By U.S. Postal Service:
1617 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1617
TELEPHONE NUMBER: [phone]
By Courier/Special Delivery:
512 N. SALISBURY STREET
RALEIGH, NORTH CAROLINA 27604
FAX NUMBER: [phone]
INSTRUCTIONS FOR FORM: DCAR 06-16 Page 3 of 3

DWR State of North Carolina
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: City of Kinston
Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State Z Municipal ❑ County
Signature authority's name per 15A NCAC 02T .0106: Kenneth R. Stevens Title: WRF Sgperintendent/ORC
Applicant's mailing address: Post Office Box 339
City: Kinston State: N.C.. Zip: 28502
Telephone number: [phone] Email Address: [e-mail]
2. Consultant's name: Rob Willcox License Number (for P.E.): N/A
Affiliation: ❑ On Staff ® Retained (Firm: Willcox & Mahe Soil Solutions, PLLCI
Consultant's mailing address: 7231B Summerfield Road
City: Summerfield State: N.C.. Zip: 27358
Telephone number: [phone] Email Address: [e-mail]
3. Fee submitted: 1.3 L0.00 (See Instruction B)
II. PERMIT INFORMATION:
1. Application is for (check all that apply): ® new, ❑ modified, ❑ renewed permit
2. If this application is being submitted to renew or modify an existing permit, provide the following:
Permit number:
Date of most -recently issued permit:
Date of most -recently certified Attachment A (if different than the permit):
III. FACILITY INFORMATION:
I. Name of residuals processing facility: Johnnie Mosley Regional WRF
City: Kinston State: N.C.. Zip: 28501
Coordinates: Latitude: 35017' 19" Longitude: 77030' 55"
Datum: NAD 83 Level of accuracy: nearest second
Method of measurement: MAP
County where facility is located: Lenoir
2. Facility contact (person familiar with residuals preparation):
Name: Swindell Flowers Title: Residuals Coordinator
Mailing address: 2101 Becton Farm Road
City: Kinston State: N.C.. Zip: 29501
Telephone number. 2( 52) 939-3248 E-mail address: [e-mail]
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: 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:
Specify how these residuals will be distributed:
❑ sold or given away in bags or other containers; ❑ lawn (bulk); ❑ home garden (bulk);
® other (explain); pellets will be managed by land application contractor
Note: Bulk residuals shall mean residuals that are transported and not sold or giving away in a bag or other receptacles with a
load capacity of one metric ton or less.
2. Complete the following if residuals are to be mixed with other materials:
Type of Materials Amounts to be added
per 1.0 dry ton of residuals (dry ton)
3. Approximate amounts of the residuals received and processed at the facility: 2 900 dry tons per year.
4. " Approximate amounts of the final product (processed residuals) to be distributed: 2 900 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): Attached
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: Under Roof
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.
W_
Residuals Source
Certification
APPENDIX IV
FORM: DCAR 06-16 Page 2 of 3

Professional Engineer's Certification: (Application Involving New or Changes to Treatment or Storage Units) (N/A)
attest that this application for
nos Deen reviewer! Dy me ana 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.
0 Yes 0 No, Explain;
I, Kenneth R. Stevens Jr. WRF Su erintendent / ORC
(Signature Authority's Name — PLEASE PRINT) (Title)
attest that this application for City of Kinston — Distribution of Class A Residuals
(Facility Name)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that the Division of Water Resources
may not conduct a technical review of this program and approval does not constitute a variance to any rules or statutes unless specifically
granted in the permit. Further, any discharge of residuals to surface waters or the land will result in an immediate enforcement action,
which may include civil penalties, injunctive relief, and/or criminal prosecution. I will make no claim against the Division of Water
Resources should a condition of this permit be violated. I also understand that if all required parts of this application are not completed
and that if all required supporting information and attachments are not included, this application package will be returned to me as
incomplete.
Note: In accordance with North Carolina General Statutes § 143-215.6A and § 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application shall be guilty of a Class 2 misdemeanor, which may include a fine not to
exceed $10,000 as well as civil penalties up to $25,000 per violation.
Signature: l��� Date:
FORM: DCAR 06-16
Page 3 of 3

APPENDIX II
FORM DCAR 06-16 (ITEM D. - PROGRAM INFORMATION)

FORM DCAR 06-16 (ITEM D. PROGRAM INFORMATION)
D. Program Information (City of Kinston Class A Biosolids)
The project objective is to produce Class A Biosolids at the City of Kinston Johnnie
Mosley Regional Water Reclamation Facility (WRF). The existing biosolids
handling system (belt filter press, lime stabilization) produces Class B Biosolids. The
Kinston WWTF biosolids treatment system has been upgraded to replace the lime
stabilization process with a new low temperature, thermal drying system to treat the
dewatered sludge from the existing belt filter press. The lime stabilization system
will be removed from the site.
The biosolids produced with the Dryer will meet Class A requirements:
Requirement to meet Pollutant Limits: NCAC 02T .1106 (a) and (c) [Section
503.13, Table 1 Ceiling Limits and Table 3 Pollutant concentrations]: these are
met by the current treatment plant; the Dryer project will have no impact on the
pollutants (ceiling levels are dry basis)
Vector Attraction Reduction: NCAC 02T .1107 (a) (7) [Section 503.33 (a) (7)]
"percent solids of sewage sludge that does not contain Unstabilized solids
generated in a primary wastewater treatment process shall be equal to or greater
than75 percent based on the moisture content and total solids prior to mixing with
other materials"
Pathogen Reduction Requirements: NCAC 02T .1106 (b) (3) Pathogen Reduction
Requirement: Dryer will meet the Item (F) Process to Further Reduce Pathogens —
Heat Drying (condition description):
(F) Process to Further Reduce Pathogens - Heat Drying. The biological
biosolids shall be dried by direct or indirect contact with hot gases to
reduce the moisture content of the biological biosolids to 10 percent or
lower. During the process, either the temperature of the biological
biosolids particles exceeds 80 degrees Celsius or the wet bulb temperature
of the gas in contact with the biological biosolids as they leave the dryer
exceeds 80 degrees Celsius.
• How the materials will be handled and transported from where the biosolids
were produced to where it will be treated.
Wastewater Treatment Process
NPDES Permit No. NC0024336
The Johnnie Mosley Regional WRF plant is permitted by the NC DEQ Division of
Water Resources NPDES Permit Number NC0024336. The plant is a fully

D. Program Information (City of Kinston Class A Biosolids) Page 2
automated treatment facility considered state of the art. Its primary goal is to remove
nutrients that causes oxygen depletion in the Neuse River. New modifications have
been added to improve water quality and meet future discharge limits. These new
modifications include computers that monitor and control all aspects of treatment for
more efficient operations. Other modifications include denitrification filters and
ultraviolet disinfection (UV).
Denitrification Filter
The denitrification filter is a deep sand filter bed. As water passes through the filter,
particulate matter is trapped into the sand. The cleaner water is then discharged to the
disinfection process. An added benefit to this system is that we can add a food source
for the remaining bacteria that will cause them to use the chemical oxygen found in
the nitrates of the effluent water. Once the chemical oxygen has been used, only pure
nitrogen remains which bubbles off harmlessly into the air, thus preventing more
nitrogen from entering into the Neuse River.
Ultraviolet Disinfection
The final treatment process is the disinfection of the plant effluent. The old
disinfection process used gaseous chlorine to kill pathogenic organisms. This is a
proven and very effective method of disinfection. The problem is that Chlorine has
also been proven to be toxic to aquatic life, and will combine with other organic
material to form compounds that have been shown to cause cancer. Because of this,
more chemicals are added to remove any remaining chlorine after the disinfection
process has been completed. The new plant has the ability to use ultra -violet light
(UV). UV is a non -chemical process that prevents the bacteria from reproducing
instead of actually killing the bacteria. This saves on chemical costs and prevents
further damage to the environment.
Dewatering and Biosolids Treatment
Biosolids are aerobically stabilized followed by dewatering with Belt Filter Press.
Prior to the new dryer operations, the sludge cake was chemically treated with lime
mixing to generate Class B biosolids. This Dryer project will upgrade biosolids
treatment to Class A.
Dryer Operations
The thermal drying system will use hot air convection at low temperature (150/175°F)
(65/80°C) in a belt dryer. This system will treat the existing mechanically dewatered
biosolids from the existing WRF. The Dryer will be capable of processing 10 dry
tons per day (DTPD) of biosolids with an initial dry solid content of 16 percent. The
final product will have a concentration of at least 90% dry solids. The new Dryer
facility will be designed to run 24 hours per day seven days per week with capability
of processing the design waste quantity in 24 hours.

D. Program Information (City of Kinston Class A Biosolids) Page 3
Proof of Concept Testing was performed in January 2016 with a Pilot Dryer unit
located at the Johnnie Mosley Regional WRF treating the existing mechanically
dewatered biosolids. The testing confirmed that the Dryer unit can produce Class A
Biosolids. Information on that testing is included in this Application.
The new Dryer system will include the dryer unit and material handling. A new
receiving hopper (8.5 cubic yard capacity) will be installed outside under the existing
discharge conveyor from the existing Belt Filter Press. These dewatered biosolids
will be pumped from the new hopper into the Dryer feed system. The feed system
extruder spreads biosolids onto an upper belt which conveys solids to a lower belt that
discharges the dried biosolids by conveyor to a new hopper. Dryer belt will be
controlled (temperature, air flow) to attain proper dryness.
The dried Class A Biosolids dried product will be stored inside the sludge building
available for marketing and distribution.
• How the biosolids will be processed/treated (attach process flow diagram).
Reference previous response (flow diagram attached)
• How leachate collection will be handled.
Leachate will not be generated
• Where the biosolids will be stored until processed.
Class A Biosolids will be stored within the covered sludge storage building
• How the final product will be distributed (packaging, bulk, etc.)
Class A Biosolids will be land applied, not distributed
• What nutrients or other constituents (i.e. nitrogen, phosphorous, aluminum,
calcium, etc.) are used or recommended as the limiting parameter for
determination of biosolids 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.
Product Information Labels and Application Information Sheets are Attached.
Attach a marketability statement detailing destinations and approximate
amounts of the final product to be distributed.

D. Program Information (City of Kinston Class A Biosolids) Page 4
Product Information Labels and Application Information Sheets are Attached
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 biosolids to the land shall be in accordance
with the instructions on the label or information sheet.
• A statement that the biosolids 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 biosolids into any surface waters.
• Information on all applicable setbacks in accordance with 15A NCAC 02T
.1108(b).
• A statement that the biosolids shall be applied at agronomic or recommended
rates for intended uses.
Product Information Labels and Application Information Sheets are Attached

CITY OF KINSTON — CLASS A BIOSOLIDS
PRODUCT LWORMATION LABEL
Produced By: Preparer:
City of Kinston Swindell Flowers, Land Application ORC
Johnnie Mosley Regional WRF City of Kinston
2101 Becton Faun Road
Kinston, North Carolina 28501
For information on this product contact City of Kinston
Swindell Flowers, Land Application ORC [phone]
The Class A Biosolids (Johnnie Mosley Regional WRF) is generated by treatment of municipal
wastewater. The generated biosolids are stable and contain a high nitrogen value for their
application as a nitrogen fertilizer. The Johnnie Mosley Regional WRF is permitted for land
application to farmland in accordance with Permit No. WQ00XXX.
Provisions for Application
Application of the Johnnie Mosley Regional WRF Biosolids are prohibited except in accordance
with the provisions specified in the Application Information Sheet. Application must conform to
standards identified in Permit WQOOV=and include but are not limited to:
Setback Description
Setback
(feet)
Liquid
Cake
Private or public water supply sources
100
100
Surface waters (streams — intermittent and perennial, perennial
waterbodies, and wetlands)
100
25
Surface water diversions (ephemeral streams, waterways, ditches)
25
0
Groundwater lowering ditches (where the bottom intersects the
SHWT)
25
0
Wells with exception to monitoring wells
100
100
Bedrock outcrops
25
0
City of Kinston Class A Biosolids Product Information Label

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

CITY OF KINSTON CLASS A BIOSOLIDS RECEIPT FORM
I (printed name) have received
pounds / wet tons / cubic yards of the City of Kinston Class A Biosolids, a copy of the City of
Kinston Class A product information label, and a copy of the most recent analysis of the
product (if requested). I have read these documents and agree to adhere to the directions
specified on the Application Information Sheet and the Product Information Label.
Signature of Receiver Date of Receipt
Address of Receiver
City of Kinston Class A Biosolids Product Information Label

APPENDIX III
FORM DCAR 06-16 (ITEM H. - OPERATION AND MAINTENANCE PLAN)

CITY OF KINSTON
NON -DISCHARGE PERMIT NO. WQOOXXXXX
OPERATIONS AND MAINTENANCE PLAN
CLASS A BIOSOLIDS
I. Purpose
To put into place a plan that implements the requirements of North Carolina Department
of Environmental Quality — Division of Water Resources (NCDEQ-DWR) Permit No.
WQOOXXXXX for the City of Kinston. Requirements are included for the City of
Kinston Class A Biosolids. Class A source(s) are listed within the permit.
II. Operational Functions
The operational functions of this program involve hauling Class A Biosolids from the
respective WRF to land application sites which meet NCDEQ-DWR and EPA regulatory
requirements. Class A Biosolids will be land applied at or below agronomic rates. City
of Kinston will also account for any nutrient sources the landowner/lessee has applied.
Biosolids will be land applied as a cake / pellet material utilizing tractor trailer, tractor
and cake spreaders. Class A Biosolids will be spread evenly and at consistent rates.
Class A Biosolids will be land applied on fields that are used for hay production, grazing,
or row crop production harvested for animal feed. In the case where Class A Biosolids
are land applied on fields utilized for grazing, applications rates will be reduced by 25%
in accordance with USDA-NRCS 590 Nutrient Management Standards. Grazed fields
will be determined by City of Kinston Operations Manager on site, or the appropriate
personnel.
The City of Kinston Class A Biosolids will be monitored to confirm compliance with
conditions in Non -Discharge Permit No. WQOOXXXXX to include:
o Toxicity Characteristics Leaching Procedure (TCLP),
o Reactivity, Ignitability and Corrosivity,
0 15A NCAC 02T .1105 Pollutant Limits and nutrient analysis,
o Pathogen and Vector Attraction Reduction requirements, and
o Any other applicable Permit conditions.
III. Maintenance Schedules
City of Kinston will follow the maintenance schedule as recommended by the
manufacturer for the equipment utilized to complete the job within the limits of the permit.
IV. Safety Measures
City of Kinston continuously operates in a safety conscious manner. Employees
participate in regular safety training that is designed to help employees recognize safety
issues and take steps to prevent potential accidents from occurring. City of Kinston
employees have the authority to stop operations if they think any aspect of the operation
is going to lead to the cause of an environmental or personal accident.

CITY OF KINSTON
NON -DISCHARGE PERMIT NO. WQOOXXXXX
OPERATIONS AND MAINTENANCE PLAN
CLASS A BIOSOLIDS
V. Spill Response Plan
• Halt the source of the spill: Such as a ruptured line or valve, or damaged
transportation unit.
• Contain spill: Use straw bales to form a barrier. Straw or hay bales can be obtained
from several sources for this purpose. Soil near the site can also be used to form a
barrier for containment.
• Clean up: Use Class A Biosolids application equipment to recover as much of the
material as possible. After the application equipment has recovered as much material as
possible, it will be land applied as per the management plan. A temporary sump pit may
be dug in the containment area and spilled material washed into it to enhance recovery.
• Final Clean up: The ultimate goal will be to restore the spill area to its original
condition if possible.
• Notification: As soon as possible after a spill occurs notify:
o City of Kinston
Johnnie Mosley Regional WRF [phone]
o Department of Environmental Quality
Division of Water Resources
Washington Regional Office [phone]
Management of clean-up efforts: The field superintendent shall take immediate
charge of the clean-up activities. Additional labor will be requested from City of
Kinston as needed.
VI. Spill Prevention Plan
The spill prevention plan requires that all equipment used to transport City of Kinston Class
A Biosolids be subject to periodic safety inspections. Tires, brakes, lights, and turn signals
will be inspected for proper working order. Each truck will be equipped with safety flares
and appropriate signs to be used in the event of a breakdown. Any deficiencies observed
during the safety inspections will result in the vehicle being removed from service and the
responsible party for transport will be notified so that these deficiencies can be corrected and
documented.
Drivers and management personnel associated with the transport of the City of Kinston
Class A Biosolids will be instructed in the spill prevention plan and will be required to
attend training sessions. Drivers will be trained in defensive driving techniques in order to
minimize road hazards. A driver who observes a road hazard will be required to report the
hazards. As part of the spill prevention plan, drivers will be required to inspect the safety
equipment of their vehicles on a daily basis. Any deficiency in safety equipment will be
noted for corrective action. Drivers will be trained in the procedures to be taken in the event

CITY OF KINSTON
NON -DISCHARGE PERMIT NO. WQOOXXXXX
OPERATIONS AND MAINTENANCE PLAN
CLASS A BIOSOLIDS
of a spill that occurs during the transport of City of Kinston Class A Biosolids. These
procedures are discussed in the spill control, containment, and cleanup plan.
VII. Spill Control, Containment, and Cleanup Plan
Spills that occur during transport of the City of Kinston Class A Biosolids will occur at the
generation point and the land application sites, respectively. These spills will not involve an
environmental hazard or an over the road hazard and, therefore, will be handled accordingly.
Spills that occur over -the -road will be subject to the contingencies contained in the spill
control, containment, and cleanup plan.
The following personnel will be involved in the spill control, containment, and cleanup.
The responsible party for the transport will respond to the spill site and make an
assessment of the spill and determine the containment procedures to be initiated and the
equipment to be used to clean up the spill.
The responsible party for the transport will be responsible for the direction of the
cleanup team.
In the event of a spill, the driver of the truck, if he has not sustained a debilitating injury,
will and report the spill. The responsible party for transport will notify the appropriate
authorities and will also notify the appropriate DWR Regional Office. The driver will set up
safety flares and signs to wam motorists of the hazard. The responsible party for transport
will mobilize the necessary equipment and personnel to the site, and will initiate the
containment procedures. The site will be cleaned up according to the contingency plan.
City of Kinston Class A Biosolids cleaned up from the site will be applied in accordance
with the permit.
VIII. Reporting
Within 24 hours of a spill the field superintendent or appropriate representative shall present
a written report detailing the cause of the spill and all action taken in response to the spill.
City of Kinston will notify the appropriate Regional Office as soon as possible, but not more
than 24 hours after, or on the next working day following the occurrence
IX. Inspection Plan
Inspections for the land application of Class A Biosolids will be conducted at a minimum
of daily at the land application site during land application events. Inspections will
consist of inspecting the current field(s) that are being applied on, as well as inspecting
random fields that have previously received Class A Biosolids applications. Inspections
will be performed by City of Kinston personnel or appropriate representative on a

CITY OF KINSTON
NON -DISCHARGE PERMIT NO. WQOOXXXXX
OPERATIONS AND MAINTENANCE PLAN
CLASS A BIOSOLIDS
rotational basis to ensure that all employees are familiar with the inspection processes.
At a minimum, these inspections will consist of the following:
• Verify that a biosolids analysis has been collected prior to land application activities
being performed and that it meets the criteria for land application.
• Verify that pathogen and vector attraction reduction data has been collected for the
source to be land applied and that it meets the criteria for land application.
• Verify the crop that is planted or is to be planted on the respective field(s).
• Confirm that the correct amount of Class A Biosolids are being land applied.
• Confirm that transport and application vehicles have a copy of the spill control plan.
• Confirm that a copy of the permit and the operations and maintenance plan are
maintained at the land application sites during land application activities.
• Check that the field has been properly flagged and that buffers are adhered to.
• Confirm that records are turned in at the end of each business day.
Inspections will also be conducted by the City of Kinston ORC for the Johnnie Mosley
Regional WRF or designated representative.
X Sampling and Monitoring Plan
• Sampling Procedures
Accurate sampling is essential for valid laboratory test results. All samples collected at
the respective Wastewater Treatment Plant (WWTP) are grab samples, which are samples
taken at selected intervals to represent conditions at a given location at a particular point
in time.
Grab samples of biosolids are stored in a manner that will not alter sample characteristics.
Proper preservatives are used for specific parameters. The samples are kept under
refrigeration at 4° C until delivered to laboratory for analysis.
• Sampling Log
Sampling' information is recorded on a chain of custody (COC) form by City of Kinston
personnel or their designated representative provided by the respective laboratory that is
performing the required testing required by the permit. Log book entries include, at a
minimum:
o Purpose of sampling
o Location of sampling point
o Type of sample (grab or composite)
o Name of person collecting samples
o Type of Biosolids sampled (undigested, post -digestion, post -storage)

CITY OF KINSTON
NON -DISCHARGE PERMIT NO. WQOOXXXXX
OPERATIONS AND MAINTENANCE PLAN
CLASS A BIOSOLIDS
o Number and volume of sample(s) collected
o Description of sampling point
o Date and time of collection
The respective WWTP's Class A Biosolids will be monitored to confirm compliance with
conditions in Non -Discharge Permit No. WQOOOXXXt to include:
o Toxicity Characteristics Leaching Procedure (TCLP),
o Reactivity, Ignitability and Corrosivity,
0 15A NCAC 02T .1105 Pollutant Limits and nutrient analysis,
o Pathogen and Vector Attraction Reduction requirements,
o Any other applicable Permit conditions.
Pollutant concentrations for Class A Biosolids shall not exceed the following Ceiling
Concentrations or Monthly Average Concentrations (i.e., dry weight basis):
Parameter
Ceiling Concentration
(milligrams per
kilogram)
Monthly Average
Concentration
(milligrams per kilogram)
Arsenic
75
41
Cadmium
85
39
Copper
4,300
1,500
Lead
840
300
Mercury
57
17
Molybdenum
75
n/a
Nickel
420
420
Selenium
100
100
Zinc
7,500
2,800
Class A Biosolids shall be analyzed to demonstrate it is non -hazardous under the
Resource Conservation and Recovery Act (RCRA). The analyses [corrosivity,
ignitability, reactivity, and toxicity characteristic leaching procedure (TCLP)l shall
be performed prior to land application of Class A Biosolids.

CITY OF KINSTON
NON -DISCHARGE PERMIT NO. WQOOXXXXX
OPERATIONS AND MAINTENANCE PLAN
CLASS A BIOSOLIDS
TCLP analysis of Class A Biosolids shall include the following parameters (the regulatory level
in milligrams per liter is in parentheses):
Arsenic (5.0)
1,4-Dichlorobenzene (7.5)
Nitrobenzene (2.0)
Barium (100.0)
1,2-Dichloroethane (0.5)
Pentachlorophenol (100.0)
Benzene (0.5)
1,1-Dichloroethylene (0.7)
Pyridine (5.0)
Cadmium (1.0)
2,4-Dinitrotoluene (0.13)
Selenium (1.0)
Carbon tetrachloride (0.5
Endrin (0.02)
Silver (5.0)
Chlordane (0.03)
Hexachlorobenzene (0.13)
Tetrachloroethylene (0.7)
Chlorobenzene (100.0)
Heptachlor (and its hydroxide) (0.008)
Toxaphene (0.5)
Chloroform (6.0)
Hexachloro-1,3-butadiene (0.5)
Trichloroethylene (0.5)
Chromium (5.0)
Hexachloroethane(3.0)
2,4,5-Trichlorophenol(400.0)
m-Cresol (200.0)
Lead (5.0)
2,4,6-Trichlorophenol (2.0)
o-Cresol (200.0)
Lindane (0.4)
2,4,5-TP (Silvex) (1.0)
p-Cresol (200.0)
Mercury (0.2)
Vinyl chloride (0.2)
Cresol (200.0)
Methoxychlor(10.0)
2,4-D (10.0)
Methyl ethyl ketone (200.0)
An analysis shall be conducted on the Class A Biosolids based on conditions set forth in Permit
No. WQOOXXXXX. The analysis shall include the following parameters:
Aluminum
Mercury
Potassium
Ammonia -Nitrogen
Molybdenum
Selenium
Arsenic
Nickel
Sodium
Cadmium
Nitrate -Nitrite Nitrogen
Sodium Adsorption Ratio
(SAR)
Calcium
Percent Total Solids
TKN
Copper
pH
Zinc
Lead
Phosphorus
Magnesium
Plant Available Nitrogen
(by calculation)

CITY OF KINSTON
NON -DISCHARGE PERMIT NO. WQOOXXXXX
OPERATIONS AND MAINTENANCE PLAN
CLASS A BIOSOLIDS
Pathogen Reduction: Per 15A NCAC 02T.1106
For DistributionlLand 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
AND
Alternative 5 [15A NCAC 02T.I 106(b)(3)(E)-(K)] - Process to Further Reduce Pathogens (PFRP).
JK heat drying
Vector Attraction Reduction (VAR): Per 15A NCAC 02T.1107
M Alternative 7 [15A NCAC 02T.1107(a)(7)] - Drying of Stabilized Biosolids.
Shared\WMSS Projects\2019\19-07 City of Kinston\Class A Permit Application Info\City of Kinston Class A
O&M Plan - Nov. 2019.doc

APPENDIX IV
RESIDUALS SOURCE CERTIFICATION
APPLICATION FORM
JOHNNIE MOSLEY REGIONAL WRF
(FORM: RSC 06-16)

• JOHNNIE MOSLEY REGIONAL WRF
(FORM: RSC 06-16) (ATTACHMENTS)
o VICINITY MAP
o PROCESS FLOW DIAGRAM AND/OR NARRATIVE
o QUANTITATIVE JUSTIFICATION
o SAMPLING PLAN
o ANALY TICAL

DWR State of North Carolina
Department of Environmental Quality
Division of Water Resources
Division of Water Resources RESIDUALS SOURCE CERTIFICATION
INSTRUCTIONS FOR FORM: RSC 06-16
Please use the following instructions as a checklist in order to ensure all required items are submitted. Adherence to these
instructions and checking the provided boxes will help produce a quicker review time and reduce the amount of additional
information requested. Failure to submit all of the required items will lead to additional processing and review time for the
permit application. Unless otherwise noted. the Applicant shall submit one original and two copies of the application and
supporting documentation
For more information, visit the Water Quality Permitting Section's Non -Discharge Permitting Unit
General — This certification provides detailed information of residuals source generating facility and its residuals quality for land
application, distribution, or disposal in accordance with 15A NCAC 02T .1100. Do not submit this certification for review without
a corresponding application form (FORM: RLAP 11-15, FORM: DCAR 11-15, or FORM: SDR 11-15).
Unless otherwise noted, the Applicant shall submit one original and two copies of the application and supporting documentation listed
below.
A. Residuals Source Certification (FORM: RSC 06-16):
® Submit the completed and appropriately executed Residuals Source Certification (FORM: RSC 06-16) form. Please do not
make any unauthorized content changes to this form. If necessary for clarity or due to space restrictions, attachments to the
application may be made, as long as the attachments are numbered to correspond to the section and item to which they refer.
® For new or renewed permits, submit a separate certification for each source facility.
❑ For modified permits, submit a separate certification for only those facilities that are affected by the proposed modification.
® Complete the residuals source facility summary page. List all new, renewed, or modified facilities.
B. Residuals Source -Generating Facility Information:
® For each source facility, attach the following:
® Vicinity map - A vicinity map that shows the location of the facility and meets all of the criteria in the "Mao 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 l of 1

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State of North Carolina
IDepartment of Environmental Quality � Division of Water Resources
Division of Water Resources RESIDUALS SOURCE CERTIFICATION
FORM: RSC 06-16
L RESIDUALS SOURCE -GENERATING FACILITY INFORMATION (See Instruction B.):
1. Facility Name: Johnnie Mosley Regional WRF
2. Facility permit holder is: ❑ Federal, ❑ State, ® Local Government, or ❑ Private.
Facility permit issued by: ❑ Div. of Water Resources, ❑ Div. of Environmental Health,
or ❑ Other (explain: _).
3. Facility contact person and title: Swindell Flowers. Land Application ORC
Complete mailing address: 2101 Becton Farm Road
City: Kinston State: N.C. Zip: 28501
Telephone number: (M) 939-3248 E-mail address: swindel][e-mail]
4. Facility physical address: 2101 Becton Farm Road
City: Kinston State: N.C.. Zip: 28501
Coordinates: Latitude: 35' 17' 17" Longitude: 77°30' 48"
Datum: NAD83 Level of accuracy: nearest second
Method of measurement: MAP
5. Purpose of the facility:
0 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: 0 Yes ❑ No
7. Facility permitted/design flow: 11_85 MOD and facility average daily flow: 5 MGD
8. Average amount of residuals being generated at this facility 1 100 dry tons per year.
9. Specify the following regarding treatment and storage volumes available at the facility:
Type and volume of residuals treatment:
Type and volume of residuals storage (i.e., outside of residuals treatment units): 4 sheltered concrete pads
II. RESIDUALS QUALITY INFORMATION (See Instruction C.):
1. Specify if residuals are regulated under:
0 40 CFR Part503 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:
0 Biological ❑ Non -Biological
Note: Biological residuals are residuals that have been generated during the treatment of domestic wastewater, animal
processing wastewater, or the biological treatment of industrial wastewater (biological treatment is a system that utilizes
biological processes including lagoons, activated sludge systems, extended aeration systems, and fixed film systems).
FORM: RSC 06-16 Page 1 of 5

3. Hazardous Waste Determination: Complete the following to demonstrate that the residuals are non -hazardous under
RCRA: (Note - this item does not have to be completed for facilities that are less than 0.5 MGD in design flow that treat
100% non -municipal, domestic wastewater only)
a. Are the residuals listed in 40 CFR §261.31-§261.33: ❑ yes C9 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: SGS North America. Inc and Date of analysis: 11/12/19
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: _ mg/kg (<250) & H2S: _ mg/kg (<500)
TCLP Parameter
Limit
(m9/1)
Result
(mg/1)
TCLP Parameter
Limit
(mg/1)
Result
(mg/1)
Arsenic
5.0
<0.10
Hexachlorobenzene
0.13
<0.0069
Barium
100.0
<2.0
Hexachloro-1,3-Butadiene
0.5
<0.0050
Benzene
0.5
<0.0031
Hexachloroethane
3.0
<0.016
Cadmium
1.0
<0.050
Lead
5.0
<0.050
Carbon Tetrachloride
0.5
<0.0036
Lindane
0.4
<0.000022
Chlordane
0.03
<0.00038
Mercury
0.2
<0.0050
Chlorobenzene
100.0
<0.0020
Methoxychlor
10.0
<0.000050
Chloroform
6.0
<0.0030
Methyl Ethyl Ketone
200.0
0.918
Chromium
5.0
<0.10
Nitrobenzene
2.0
<0.0093
m-Cresol
200.0
0.0510
Pentachlorophenol
100.0
<0.050
o-Cresol
200.0
<0.0056
Pyridine
5.0
<0.020
p-Cresol
200.0
0.0510
Selenium
1.0
<0.10
Cresol
200.0
0.0510
Silver
5.0
<0.10
2,4-D
10.0
<0.017
Tetrachloroethylene
0.7
<0.0022
1,4-Dichlorobenzene
7.5
<0.0026
Toxaphene
0.5
<0.0021
1,2-Dichloroethane
0.5
0.0127
Trichloroethylene
0.5
<0.0035
1,1-Dichloroethylene
0.7
<0.0032
2,4,5-Trichlorophenol
400.0
<0.0074
2,4-Dinitrotoluene
0.13
<0,0081
2,4,6-Trichlorophenol
2.0
<0.0075
Endrin
0.02
<0.000021
2,4,5-TP (Silvex)
1.0
<0.0013
Heptachlor and its Hydroxide
0.008
<0.000026
Vinyl Chloride
0.2
<0.0041
FORM: RSC 06- l6 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/Laud 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: Environment 1. Inc. and Date of analysis: 12/06/19
Parameter
Ceiling
Concentration Limits
(ClassA & ClassB)
(mg/kg)
Monthly Average
Concentration Limits
(Class A Only)
(mg/kg)
Result
(mg/kg)
Arsenic
75
41
2.7
Cadmium
85
39
0.74
Copper
4,300
1,500
151
Lead
840
300
16
Mercury
57
17
0.37
Molybdenum
75
n/a
<5.0
Nickel
420
420
12
Selenium
100
100
<5.0
Zinc
7,500
2,800
638
b. For Surface Disposal Unit (landfill): Fill in the following table with the results of the latest analyses (i.e., on a dry weight
basis) for the following metal parameters:
Laboratory: _ and Date of analysis: —
Distance from Disposal
Unit to Boundary to
Closest Property Line
(meters, check one)
Arsenic
(mg/kg)
Chromium
(mg/kg)
Nickel
(mg/kg)
❑ > 0 but <25
30
200
210
❑ >_ 25 but < 50
34
220
240
❑ >_ 50 but < 75
39
260
270
❑ > 75 but < 100
46
300
320
❑ >_ 100 but < 125
53
360
390
❑ >_ 125
62
450
420
Result (mg/kg)
FORM: RSC 06- l6 Page 3 of 5

5. Nutrient/Micronutrient Determination: Complete the following:
a. Total solids: 89.14 %.
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: Environment 1. Inc. and Date of analysis: 12/06/19
Parameter
Result
(mg/kg)
Aluminum
25,794
Ammonia -Nitrogen
1,045
Calcium
18,213
Magnesium
9,608
Nitrate -Nitrite Nitrogen
14.96
pH (Standard Unit)
5.8
Phosphorus
55,020
Potassium
9,153
Sodium
4,167
Total Kjeldahl Nitrogen
59,040
c. Using the results listed in Item II. 5b. above, calculate the sodium adsorption ration (SAR): 5.85
[Note: If residuals contain SAR of 10 or higher, the applicant shall obtain recommendations from the local Cooperative
Extension Office, the Department of Agriculture and Consumer Services, the Natural Resource Conservation Service, a
North Carolina Licensed Soil Scientist, or an agronomist, prior to land application of residuals. The recommendations shall
address the sodium application rate, soil amendments (e.g., gypsum, etc.), or a mechanism for maintaining site integrity
and conditions conducive to crop growth].
d. Specify the mineralization rate to be used in calculating the plant available nitrogen (PAN) of the residuals: 30 %. This
rate is a (check one): 0 default value, or ❑ actually established.
If the residuals are not generated from the treatment of municipal or domestic wastewater, explain or provide technical
justification as to why the selected default value is appropriate to be applied to these residuals:
e. Calculate the PAN for the residuals (i.e., on a dry weight basis) and fill the results in the following table:
Application Method
First (151) Year PAN
Five -Year
Maximum Adjusted PAN
(mg/kg)
(mg1kt)
Surface
17,396
29,250
Injection/Incorporation
N/A
N/A
6. Other Pollutants Determination: Specify whether or not there are any other pollutants of concern in the residuals and provide
the results of the latest analyses:
FORM: RSC 06-16 Page 4 of 5

7. Pathogen Reduction: Per 15A NCAC 02T.1106 specify how residuals will meet the pathogen reduction requirements:
a. For Distribudon/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
❑ Asalmonella sp. density that is demonstration to be less than 3 MPN per 4 grams of total dry solids.
AND one of the followings (except for non -biological residuals):
❑ Alternative 1 [15A NCAC 02T.1106(b)(3)(A)] - Time/Temperature Compliance.
❑ Alternative 2 [15A NCAC 02T.1106(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. 1 106(b)(3)(D)] -No Prior Testing for Enteric Virus/Viable Helminth Ova.
M Alternative 5 [15A NCAC 02T.I 106(b)(3)(E)-(K)] - Process to Further Reduce Pathogens (PFRP).
Specify one: ❑ composting, M heat drying, ❑ heat treatment,
❑ thermophilic aerobic digestion, ❑ beta ray irradiation,
❑ gamma ray irradiation, or ❑ pasteurization.
b. For LandADplicationofClass B:
❑ Alternative 1 [15A NCAC 02T.1106(c)(1)] -Fecal Coliform Density Demonstration.
❑ Alternative 2 [15A NCAC 02T. 1 106(c)(2)] - Process to Significantly Reduce Pathogens (PSRP).
Specify one: ❑ aerobic digestion, ❑ air drying, ❑ anaerobic digestion,
❑ composting, or ❑ lime stabilization.
c. For Surface Disposal.•
❑ Select One of the Class A or Equivalent Pathogen Reduction Alternatives in Item II. 7a. above.
❑ Select One of the Class B or Equivalent Pathogen Reduction Alternatives in Item 11.7b. above.
❑ Exempt -If Daily Cover Alternative is chosen in Item 1I.8. below [15A NCAC 02T.1106(a)(2)1.
❑ Not Applicable - Non -Biological Residuals with NO Domestic Wastewater Contribution.
8. Vector Attraction Reduction (VAR): Per 15A NCAC 02T.1107, specify how residuals will meet the VAR requirements:
❑ Alternative 1 [15A NCAC 02T.1107(a)(1)] - 38% Volatile Solids Reduction (Aerobic/Anaerobic Digestion).
❑ Alternative 2 [15A NCAC 02T.1107(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.1107(a)(4)] - Specific Oxygen Uptake Rate Test (Aerobic Digestion).
❑ Alternative 5 [15A NCAC 02T. 1 107(a)(5)] - 14-Day Aerobic Processes.
❑ Alternative 6 [15A NCAC 02T.1107(a)(6)] - Alkaline Stabilization.
M Alternative 7 [15A NCAC 02T. I 107(a)(7)] - Drying of Stabilized Residuals.
❑ Alternative 8 [15A NCAC 02T.I 107(a)(8)] - Drying of Unstabilized Residuals.
❑ Alternative 9 [15A NCAC 02T.1107(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.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

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

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DRYER INFORMATION
Narrative
The project objective is to produce Class A Biosolids at the City of Kinston Johnnie Mosley
WRF. The existing biosolids handling system (belt filter press, lime stabilization) produces
Class B Biosolids. The City of Kinston Johnnie Mosley WRIT biosolids treatment system will be
upgraded to replace the lime stabilization process with a new low temperature, thermal drying
system to treat the dewatered sludge from the existing belt filter press. The lime stabilization
system will be removed from the site.
The biosolids produced with the Dryer will meet Class A requirements:
Requirement to meet Pollutant Limits: NCAC 02T .1106 (a) and (c) [Section 503.13,
Table 1 Ceiling Limits and Table 3 Pollutant concentrations]: these are met by the current
treatment plant; the Dryer project will have no impact on the pollutants (ceiling levels are
dry basis)
Vector Attraction Reduction: NCAC 02T .1107 (a) (7) [Section 503.33 (a) (7)] "percent
solids of sewage sludge that does not contain Unstabilized solids generated in a primary
wastewater treatment process shall be equal to or greater than75 percent based on the
moisture content and total solids prior to mixing with other materials"
Pathogen Reduction Requirements: NCAC 02T .1106 (b) (3) Pathogen Reduction
Requirement: Dryer will meet the Item (F) Process to Further Reduce Pathogens — Heat
Drying (condition description):
(F) Process to Further Reduce Pathogens - Heat Drying. The biological residuals
shall be dried by direct or indirect contact with hot gases to reduce the moisture
content of the biological residuals to 10 percent or lower. During the process,
either the temperature of the biological residuals particles exceeds 80 degrees
Celsius or the wet bulb temperature of the gas in contact with the biological
residuals as they leave the dryer exceeds 80 degrees Celsius.
Wastewater Treatment Process
NCO024336
The Kinston Regional Water Reclamation Facility plant is permitted by the NC DEQ Division of
Water Resources NPDES Permit Number NC0024336. The plant is a fully automated treatment
facility considered state of the art. Its primary goal is to remove nutrients that causes oxygen
depletion in the Neuse River. New modifications have been added to improve water quality and
meet future discharge limits. These new modifications include computers that monitor and
control all aspects of treatment for more efficient operations. Other modifications include
denitrifrcation filters and ultraviolet disinfection (UV).
Denitrification Filter

The denitrification filter is a deep sand filter bed. As water passes through the filter, particulate
matter is trapped into the sand. The cleaner water is then discharged to the disinfection process.
An added benefit to this system is that we can add a food source for the remaining bacteria that
will cause them to use the chemical oxygen found in the nitrates of the effluent water. Once the
chemical oxygen has been used, only pure nitrogen remains which bubbles off harmlessly into
the air, thus preventing more nitrogen from entering into the Neuse River.
Ultraviolet Disinfection
The final treatment process is the disinfection of the plant effluent. The old disinfection process
used gaseous chlorine to kill pathogenic organisms. This is a proven and very effective method
of disinfection. The problem is that Chlorine has also been proven to be toxic to aquatic life, and
will combine with other organic material to form compounds that have been shown to cause
cancer. Because of this, more chemicals are added to remove any remaining chlorine after the
disinfection process has been completed. The new plant has the ability to use ultra -violet light
(UV). UV is a non -chemical process that prevents the bacteria from reproducing instead of
actually killing the bacteria. This saves on chemical costs and prevents further damage to the
environment.
Dewatering and Biosolids Treatment
Biosolids are aerobically stabilized followed by dewatering with Belt Filter Press. The sludge
cake is chemically treated with lime mixing to generate Class B biosolids. This Dryer project
will upgrade biosolids treatment to Class A.
Dryer Operations
The thermal drying system will use hot air convection at low temperature (150/175°F) (65/80°C)
in abelt dryer. This system will treat the existing mechanically dewatered biosolids from the
existing WRF. The Dryer will be capable of processing 10 dry tons per day (DTPD) of biosolids
with an initial dry solid content of 16 percent. The final product will have a concentration of at
least 90% dry solids. The new Dryer facility will be designed to run 24 hours per day seven days
per week with capability of processing the design waste quantity in 24 hours.
Proof of Concept Testing was performed in January 2016 with a Pilot Dryer unit located at the
City of Kinston Johnnie Mosley WRF treating the existing mechanically dewatered biosolids.
The testing confirmed that the Dryer unit can produce Class A Biosolids. Information on that
testing is included as an Attachment to this Notebook.
The new Dryer system will include the dryer unit and material handling. A new receiving
hopper (8.5 cubic yard capacity) will be installed outside under the existing discharge conveyor
from the existing Belt Filter Press. These dewatered biosolids will be pumped from the new
hopper into the Dryer feed system. The feed system extruder spreads biosolids onto an upper
belt which conveys solids to a lower belt that discharges the dried biosolids by conveyor to a
new hopper. Dryer belt will be controlled (temperature, air flow) to attain proper dryness.

The dried Class A Biosolids dried product will be stored inside the sludge building available for
customers.
The Class A Biosolids (when pathogen requirements are met) may be applied to a lawn, home
garden, or public contact use site or sold or given away in a bag or other container for application
to the land. The procedures and records for this will be maintained by a contractor to the City of
Kinston.

III

City of Kinston (NC)
526.030.08
Operation and Maintenance Manual - Drawings
Appendix 8 - Drawings
suet
Document No:
523.030.08
Issue
Date
Prepared by:
Checked by:
Approved by:
A
15/04/2019
R. Mampel
N. Prats
I. Arafto
Copyright:
We reserve all rights in this document and in the information contained therein. Reproduction, use or disclosure to third
partners without express authority is strictly forbidden.
Copyright © SUEZ WATER TECHNOLOGIES AND SOLUTIONS SPAIN, S.L.
SUEZ Water Technologies and S011itlons
Drying Technologies B.U. — Avda. Hnos Bou sin P.B. 490 E-12080 Castellon (SPAIN)
T lernm e <-,, 1: +�?Gi-i B3 i4lail .!�!!in p:��:[e-mail]

City ofKinston (NC)
526^0J0^U8
OpesdnnandMaintonanooManua|—Drawinga
CONTENTS
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PLANT GENERAL ARRANGEMENT .................................... ..... ............................
.................... ............ 3
DRYER GENERAL ARRANGEMENT ............................ ..............................................
4
PUMPS SKID GENERAL ARRANGEMENT .,.......~,.—^_~.^..~.^^,°^.^°—.,.^~^'—.
5
COOLING TOWER GENERAL ARRANGEMENT ............ ..........................................................................
0
SOLEPLATE PLAN .............. ............................................... ......................................................................
7
P&DDRYER ........... --- .................................................................................................
8
P&V}WATER PUMPS SKID ..................... ................... ....................... ..........
8
P&DCOOLING TOWER ................. .................................................................................
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JOHNNIE MOSLEY REGIONAL WRF
(QUANTITATIVE JUSTIFICATION)
• Class B — Land Application
0 2016—1,066.90 DT
0 2017-1,156.33 DT
0 2018 — 95.51
• Class A Permit Request for increased future volumes of 4,000 Dry Tons / Year

Sampling and Monitoring Plan
Sampling Procedures
Accurate sampling is essential for valid laboratory test results. All samples collected at the respective
Wastewater Treatment Plant (WWTP) are grab samples, which are samples taken at selected intervals to
represent conditions at a given location at a particular point in time.
Grab samples of biosolids are stored in a manner that will not alter sample characteristics. Proper
preservatives are used for specific parameters. The samples are kept under refrigeration at 4° C until
delivered to laboratory for analysis.
Sampling Log
Sampling information is recorded on a chain of custody (COC) form by City of Kinston personnel or their
designated representative provided by the respective laboratory that is performing the required testing
required by the permit. Log book entries include, at a minimum:
• Purpose of sampling
• Location of sampling point
• Type of sample (grab or composite)
• Name of person collecting samples
• Type of residuals sampled (undigested, post -digestion, post -storage)
• Number and volume of sample(s) collected
• Description of sampling point
• Date and time of collection
The respective W WTP's Class A Biosolids will be monitored to confirm compliance with conditions in
Non -Discharge Permit No. WQOOOXXXX to include:
• Toxicity Characteristics Leaching Procedure (TCLP),
• Reactivity, Ignitability and Corrosivity,
• 15A NCAC 02T .1105 Pollutant Limits and nutrient analysis,
• Pathogen and Vector Attraction Reduction requirements,
• Any other applicable Permit conditions.
Pollutant concentrations in the Class A Biosolids shall not exceed the following Ceiling Concentrations
(i.e., dry weight basis) or Cumulative Pollutant Loading Rates (CPLRs):
Parameter
Ceiling Concentration
(milligrams per kilogram)
CPLR
(pounds per acre)
Arsenic
75
36
Cadmium
85
34
Copper
4,300
1,338
Lead
840
267
Mercury
57
15
Molybdenum
75
n/a
Nickel
420
374
Selenium
100
89
Zinc
7,500
2,498

The respective W WTP's Class A Biosolids shall be analyzed to demonstrate it is non -hazardous under the
Resource Conservation and Recovery Act (RCRA). The analyses [corrosivity, ignitability, reactivity,
and toxicity characteristic leaching procedure (TCLP)] shall be performed annually.
TCLP shall include the following parameters (the regulatory level in milligrams per liter is in
parentheses):
Arsenic (5.0)
1,4-Dichlorobenzene (7.5)
Nitrobenzene (2.0)
Barium (100.0)
1,2-Dichloroethane (0.5)
Pentachlorophenol(100.0)
Benzene (0.5)
1,1-Dichloroethylene (0.7)
Pyridine (5.0)
Cadmium (1.0)
2,4-Dinitrotoluene (0.13)
Selenium (1.0)
Carbon tetrachloride (0.5)
Endrin (0.02)
Silver (5.0)
Chlordane (0.03)
Hexachlorobenzene (0.13)
Tetrachloroethylene (0.7)
Chlorobenzene (100.0)
Heptachlor (and its
hydroxide) 0.008)
Toxaphene (0.5)
Chloroform (6.0)
Hexachlor(o153)-butadiene
Trichloroethylene (0.5)
Chromium (5.0)
Hexachloroethane (3.0)
2,4,5-Trichlorophenol (400.0)
m-Cresol(200.0)
Lead (5.0)
2,4,6-Trichlorophenol(2.0)
o-Cresol (200.0)
Lindane (0.4)
2,4,5-TP (Silvex) (1.0)
p-Cresol (200.0)
Mercury (0.2)
Vinyl chloride (0.2)
Cresol (200.0)
Methoxychlor (10.0)
2,4-D (10.0)
Methyl ethyl ketone (200.0)
An analysis shall be conducted on the respective W WTP's C1assA Biosolids based on conditions
(monitoring frequencies) set forth in Permit No. WQOOOXXXX. The analysis shall include the following
parameters:
Aluminum
Mercury
Potassium
Ammonia -Nitrogen
Molybdenum
Selenium
Arsenic
Nickel
Sodium
Cadmium
Nitrate -Nitrite Nitrogen
Sodium Adsorption Ratio
(SAR)
Calcium
Percent Total Solids
TKN
Copper
pH
Zinc
Lead
Phosphorus
Magnesium
Plant Available Nitrogen
(by calculation)

The respective W WTP's Class A Biosolids shall be analyzed to demonstrate compliance with Pathogen
Reduction and Vector Attraction Reduction requirements based on conditions (monitoring frequencies)
set forth in Permit No. WQ0011431. The current Pathogen Reduction Alternatives and Vector Attraction
Reduction Options utilized are as follows:
Pathogen Reduction: Per 15A NCAC 02T.1106
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
AND
0 Alternative 5 [15A NCAC 02T.1106(b)(3)(E)-(K)] - Process to Further Reduce Pathogens (PFRP).
19 heat drying
Vector Attraction Reduction (VAR): Per 15A NCAC 02T.1107
M Alternative 7 [15A NCAC 02T.1107(a)(7)] - Drying of Stabilized Residuals.

Willcox & Mahe Soil Solutions, PLLC
RESIDUAL PAN CALCULATION
Johnnie Mosley Regional WRF
TKN=
59,040
mg/kg
NH3=
1,045
mg/kg
NO3-NO2-N=
14.96
mg/kg
Min Rate=
0.30
PAN= [min.rate (TKN - NH3) + 0.5 (NH3) + NO3-NO2J * 0.002
0.30
57,995 523 14.96
PAN=
35.87
LBS/DT
PAN= 17,936 mg/kg
Calculate residual nitrogen for years 2,3,4 and 5 following the initial application to determine
the amount of PAN/DT remaining.
2ND YEAR RESIDUAL PAN
PAN= [min.rate (1st year org. - N 2nd year min. - N] * 0.002
0.15 57,995 17,399
PAN= 12.18 LBS/DT remaining from I st year application
3RD YEAR RESIDUAL PAN
PAN= [min. rate (2nd year org. - N 3rd year min. - N] * 0.002
0.08 40,597 6,089
PAN= 5.52 LBS/DT remaining from 1st year application
4TH YEAR RESIDUAL PAN
PAN= [min.rate (3rd year org. - N 4th year min. - N] * 0.002
0.05 34,507 2,761
PAN= 3.17 LBS/DT remaining from I st year application
5TH YEAR RESIDUAL PAN
PAN= [min.rate (4th year org. - N 5th year min. - N] * 0.002
0.03 31,746 1,587
PAN= 1.75 LBS/DT remaining from 1st year application
Residual PAN from years 2 thru 5 after the initial application = 11,314 mg/kg
Five -Year Maximum Adjusted PAN = 29,250 mg/kg

Kinston SAR
SAR Calculation
Na mg/I
Ca mg/I
Mg mg/I
3714.4638
16235.0682
8564.5712
Na
Ca
Mg
SAR
161.498
811. 553
713.714
5.85
Na mil eq
Ca mil eq
Mg mil eq
161.498
811.753
713.714
Enter
Enter .% TS
89.14
Data
Na mg/kg
4167
Ca mg/kg
18213
Mg mg/kg
9608
Job Name:
Johnnie Mosley Regional WRF
Page 2

CITY OF KINSTON
NCDEQ - CLASS A LAND APPLICATION
BIOSOLIDS ANALYSIS
Residual Type: Biosolids
Date Sampled:
November 12, 2019
City of Kinston Pellets
Permit No. New
Mineralization Rate 0.3
89.14
% Solids
5.8
pH
Parameter
%
Mg/Kg Dry Weight
Pounds/Dry Ton
(*/* x 10.0001
(Me/Ke x 0.002)
:a (TKN)
5.904
59,040.000
118.080
orus
5.502
55,020.000
110.040
am
0.915
9,153.000
18.306
n'ected)*
1.846
18,458.460
36.917
urfaee)*
1.794
17,935.960
35.872
tiaNitrogen
0,105
1,045.000
2.090
n
1.821
18,213.000
36.426
a Carbonate Eq.
--
__-
dum
--
9,608.000
19.216
---
4,167.000
8,334
-
N / Nitrite N
---
14.960
0.030
um
---
25,794,00
51.588
---
2.700
0.005
im
---
0.740
0.001
um.--
---
---
---
151.00
0,302
---
16.000
0.032
y
---
0.370
0.001
count
---
5.000
0.010
---
12.00
0.024
m
---
5.000
0.010
---
638.00
1.276
Environment 1 582 S
*Determination of Plant Available Nitrogen (PAN):
Injected Application:
(Mineralization Rate)(TKN-Ammonia N) + Ammonia N + Nitrate N + Nitrite N = % PAN
Surface Application:
(Mineralization Rate)(TKN-Ammonia N) + (0.5)(Ammonia N) + Nitrate N + Nitrite N = % PAN
Note: Constituents N.D. (Not Detected) or < detection limits are listed as detection limits
for calculation purposes.
SAR
5.85
Ceiling Concen.
(M )
75
85
4,300
840
57
75
4Z0
100
7,500

WP0Il6�liu M % hmpuVad
N.C.
KINSTON REGIONAL. PLANT
EMILY ELMORE
PUBLIC UTILITIES
P.O. SOX 339
KINSTON ,NC 28502
Dried
Analysis
Method
PARAMETERS
Biosolids
Date Analyst
Code
PH, Units
5.8
11/13/19
TMR
4500HB-11
Aluminum, (dry wt. basis), mg/kg
25794
11/27/19
LFJ
EPA200.7
Arsenic (dry wt. basis), mg/kg
2.7
11/27/19
MTM
3113B-04
Calcium (dry wt. basis), mg/kg
18213
11/27/19
LFJ
EPA200.7
Cadmium (dry wt. basis), mg/kg
0.74
11/27/19
MTM
3113E-04
Copper (dry wt. basis), mg/kg
151
11/27/19
LFJ
EPA200.7
Lead (dry weight basis), mg/kg
16
11/26/19
1vr M
3113B-04
Magnesium (dry wt. basis), mg/kg
9608
11/27/19
LFJ
EPA200.7
Mercury (dry wt. basis), mg/kg
0.37
11/25/19
NAB
EPA7471B
Nickel (dry wt. basis), mg/kg
12
11/27/19
LFJ
EPA200.7
Potassium (dry wt. basis), mg/kg
9153
11/27/19
LFJ
EPA200.7
Selenium (dry wt. basis), mg/kg
<5.0
12/04/19
MTM
3113B-04
Sodium (dry wt. basis), mg/kg
4167
11/27/19
LFJ
EPA200.7
Zinc (dry wt. basis), mg/kg
638
11/27/19
LFJ
EPA200.7
Total Solids, %
89.14
11/12/19
KDS
254OG-11
TKN (dry wt.), mg/kg
c 59040
11/14/19
TLH
351.2 112-93
Ammonia Nitrogen (dry wt.),mg/kg
c 1045
11/13/19
DTL
350.1 112-93
Phosphorus, T. (dry wt.), mg/kg
c 55020
11/14/19
AKS
365.4-74
Nitrate -Nitrite (dry wt.), mg/kg
c 14.96
11/14/19
DTL
353.2 R2.93
Molybdenum (dry wt. basis), mg/kg
<5.0
12/04/19
LFJ
EPA200.7
FAX [phone]
ID#: 582 S
DATE COLLECTED: 11/12/19
DATE REPORTED : 12/06/19
REVIEWED BY:
c Uncerti=ied data. DWR does not offer non -aqueous certification for this analytical procedure.

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The results set forth herein are provided by SGS North America Inc.
Technical Report for
Environment 1, Inc
Kinston Regional Plant: Kinston, NC
582S
SGS Job Number: FA70002
Sampling Date: 11/12/19
Report to:
Environment 1, Inc
PO Box 7085
Greenville, NC 27835
[e-mail]
Deedee Woolard
Total number of pages in report: 13
e-Hnrdeopy 2.
Attiomnfed Report
,• P AC`%rE0 �
zt1in
Test results contained within this data package meet the requirements
Brice, M.S.
General Manager
of the National Environmental Laboratory Accreditation program
and/or state specific certification programs as applicable.
Client Service contact: Jean Dent -Smith 407-425-6700
certifications; FL(E83510), LA(03051), KS(E-10327), IL(200063), NC(573), NJ(FL002), NY(12022). SC(96038000
DoD ELANANAB L2229), AZ(AZ0806), CA(2937). TXCr104704404). PA(68-03573), VA(460177),
AK, All, IA, RY, MA, MS, ND, NH, NV, OR, OR, UT, WA, WV
This report shall not be reproduced. except in its entirely, without the written approval of SGS.
Test results relate only to samples analyzed.
SGS North America Inc. • 4405 Vineland Road • Suite C-15 • Orlando, FL 32811 • Id: 407-425-6700 • fax: [phone]
SGS is the ,ale authority for authorizing edits a wudiiieatinn. to :his docunn.!t! Please ,h.oe yum idea, about Q'n
Unauthorized madific8tion of this item! is strictly pn+hihu yl, how we of ,c'ee you better m: SGS
Review standard terms at:hrtp://www.sgS.convcngcnns.md-condiliona Ei1S.US.Cu-"m,rrCn eirt sgs.ro,n
1 of 13
FArua02

Table of Contents
-1-
Section1: Sample Summary...................................................................................................
Section2: Summary of Hits....................................................................................................
Section3: Sample Results........................................................................................................
3.? : FA70002-1: DRIED BIOSOLIDS................................................................................
Section4: Misc. Forms............................................................................................................
4.1: Chain of Custody...........................................................................................................
Sections:
3
4
5
6
11
12
SGS 2 of 1
FA7W

SGS North America Inc.
Sample Summary
Environment 1, Inc
Kinston Regional Plant; Kinston, NC
Project No: 582S
Job No: FA70002
Sample Collected Matrix Client
Number Date Time By Received Code Type Sample ID
This report contains results reported as ND = Not detected. The following applies:
Organics ND = Not detected above the MDL
FA70002-1 11/12/19 08:00 CC 11/16/19 SO Solid DRIED BIOSOLIDS
Soil samples reported on a dry weight basis unless o0herwise indicated on result page.
I

Summary of Hits Page I of I
Job Number:
FA70002
Account:
Environment 1, Inc
Project:
Kinston Regional Plant; Kinston, NC
Collected:
11/12/19
Lab Sample ID Client Sample to Result/
Analyte Qua[ RL NIDL Units Method
FA70002-I DRIED BIOSOLIDS
2-Butanone (ME%) 0.918
0.050 0.020 mg/I SW846 8260B
1,2-Dichloroethane 0.0127
0.010 0.0031 mg/I SW846 8260B
3&4-Methylphenol 0.0510
0.050 0.0098 mg/I SW846 8270D
q�,S"' 4 of 13
adG
FA70002

SGS North America Inc.
Report of Analysis Page 1 of 1
Client Sample to: DRIED BIOSOLIDS
Lab Sample to: FA70002-1 Date Sampled: 11/12/19
Matrix: SO - Solid Date Received: 11/16/19
Method: SW846 8260B SW846 1311 Percent Solids: n/a
Project: Kinston Regional Plant; Kinston, NC
File to DF Analyzed By Prep Date Prep Batch Analytical Batch
Run 01 5E19189.D 10 11/21/19 19:04 SO 11/19/1912:30 OP77780 V5E867
Run #2
Purge Volume
tun #1 5.0 ml
tun #2
VOA TCLP List TCLP Leachate method SW846 1311
CAS No. Compound Result HW# MCL RL MDL Units Q
71-43-2
Benzene
ND
D018
0.50 0.010
0.0031
mg/1
78-93-3
2-Butanone (MEK)
0.918
D035
200 0.050
0.020
mg/I
56-23-5
Carbon Tetrachloride
NO
D019
0.50 0.010
0.0036
mg/1
108-90-7
Chlorobenzene
ND
D021
100 0,010
0.0020
mg/1
67-66-3
Chloroform
ND
D022
6.0 0,010
0.0030
mg/I
106-46-7
1,4-Diclilorobenzene
ND
D027
7.5 0.010
0.0026
mg/1
107-06-2
1,2-Dichloroethane
0.0127
D028
0.50 0.010
0.0031
mg/I
75-35-4
1,1-Dichloroethylene
ND
D029
0.70 0.010
0.0032
mg/I
127-18-4
Tetmcldoroethylene
ND
D039
0.70 0,010
0.0022
mg/1
79-01-6
Trichloroedtylene
NO
D040
0.50 0.010
0.0035
mg/I
75-01-4
Vinyl Chloride
ND
D043
0.20 0.010
0.0041
mg/I
CAS No.
Surrogate Recoveries
Run# I
Run# 2
Limits
1868-53-7
Dibromofluoromethane
97%
83-I18%
17060-07-0
1,2-Dichloroelhane-D4
100%
79-125%
2037-26-5
Toluene-D8
105%
85-112%
460-00-4
4-Bromofluorobenzene
108%
83-118%
ND = Not detected MDL = Method Detection Limit I = Indicates an estimated value
MCL = Maximum Contamination Level (40 CFR 261 7/1/11) B = Indicates analyle found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
�fl...,v.,.. 6 of 13
Favoaoz

SGS North America Inc.
Report of Analysis
Page 1 of 1
Client Sample ID:
DRIED BIOSOLIDS
Lab Sample ID:
FA70002-1
Date Sampled:
11/12/19
Matrix:
SO - Solid
Date Received:
11/16/19
Method:
SW846 8270D SW846 3510C
Percent Solids:
n/a
Project:
Kinston Regional Plant; Kinston, NC
File ID
DF Analyzed By
Prep Date Prep Batch
Analytical Batch
Run #1 91007426.1)
1 11/25/19 17:59 MV
11/23/19 08:00 OP77840
S91272
Run #2 a X068230.1) 1 12/02/19 15:35 MV
11/23/19 08:00 OP77840
SX2805
Initial Volume Final Volume _
Run #1 100 ml 1.0 ml
Run #2 100 ml 1.0 ml
ABN TCLP List
CAS No. Compound
TCLP Leachate method SW846 1311
Result HW# MCL RL MDL Units Q
95-48-7
2-Melhylphenol
ND
D023
200 0.050
0.0056
mg/I
3&4-Methylphenol
0.0510
D024
200 0.050
0.0098
mg/I
87-86-5
Pentachlorophenol
ND
D037
100 0.25
0.050
mg/I
95-95-4
2,4,5-Trichlorophenol
NO
D041
400 0.050
0.0074
mg/l
88-06-2
2,4,6-Trichloropbenol
ND
D042
2.0 0.050
0.0075
mg/I
106-46-7
IA-Dichlorobenzeue
NO
D027
7.5 0.050
0.0050
mg/I
121-14-2
2,4-Dinitrotoluene
NO
D030
0.13 0.050
0.0081
mg/I
118-74-1
Hexachlorobenzene
ND
D032
0.13 0.050
0.0069
mg/1
87-68-3
Hexachlorobutadiene
NO
D033
0.50 0.050
0.0050
mg/I
67-72-1
Hexachloroethane
NO
D034
3.0 0.050
0.016
mg/1
98-95-3
Nitrobenzene b -
NO
D036
2.0 0.050
0.0093
mg/I
110-86-1
Pyridine
NO
D038
5.0 0.10
0.020
mg/1
CAS No.
Surrogate Recoveries
Run# I
Run# 2
Limits
367-12-4
2-Fluorophenol
15%
15%
14-67%
4165-62-2
Phenol-d5
11%
11%
10-50%
118-79-6
2,4,6-Tribromophenol
31% c
26%
33-118%
4165-60-0
Nitrobenzene-d5
46%
39%
42-108%
321-60-8
2-Fluorobiphenyl
36% c
36%
40-106%
1718-51-0
Terphenyl-d14
37% c
39%
39-121%
(a) Confirmation run for surrogate recoveries.
(b) Associated CCV outside of control limits high, sample was ND.
(c) Outside control limits due to matrix Interference.
NO = Not detected MDL = Method Detection Limit ] = Indicates an estimated value
MCL = Maximum Contamination Level (40 CFR 261 7/1/11) B = Indicates analyte found In associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
I of i3
FA7000?

SGS North America Inc.
Report of Analysis
at Sample ID: DRIED BIOSOLIDS
Sample ID: FA70002-1
rix: SO - Solid
hod: SW846 8151A SW846 3510C
ect: Kinston Regional Plant; Kinston, NC
File ID DF Analyzed By
#1 CC005246.1) 1 11/25/1912:37 RS
#2
Initial Volume Final Volume
on #1 10.0 ml 5.0 ml
on #2
Page 1 of I
Date Sampled: 11/12/19
Date Received: 11/16/19
Percent Solids: n/a
Prep Date Prep Batch Analytical Batch
11/23/19 10:30 OP77842 GCC1558
Herbicide TCLP Leachate
TCLP Leachate method SW846 1311
CAS No.
Compound
Result
HW#
MCL RL
MDL Units Q
94-75-7
2,4-1)
ND
D016
10 0.050
0.017 mg/I
93-72-1
2,4,5-TP (Silvex)
ND
D017
1.0 0.0050
0.0013 mg/l
CAS No.
Surrogate Recoveries
Run# I
Run# 2
Limits
19719.28.9
2,4-DCAA
78%
39-135%
ND = Not detected MDL = Method Detection Limit J = Indicates an estimated value
MCL = Maximum Contamination Level (40 CFR 261 7/1/11) B = Indicates analyte found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
aua 8 of 13
FA70=2

SGS North America Inc.
Report of Analysis Page 1 of 1
Client Sample to:
DRIED BIOSOLIDS
Lab Sample ID:
FA70002-1 Date Sampled: 11/12/19
Matrix:
SO - Solid Date Received: 11/16/19
Method:
SW846 8081B SW846 3510C Percent Solids: n/a
Project:
Kinston Regional Plant; Kinston, NC
i
File to DF Analyzed By Prep Date Prep Batch Analytical Batch
Run #1 KK95847.D 1 11/25/19 17:04 WH 11/23/19 08:00 OP77841 GKK3056
Run #2
Initial Volume Final Volume
Run #1. 100 ml 5.0 ml
Run #2
Pesticide TCLP Leachate TCLP Leachate method SW846 1311
CAS No.
Compound
Result
HW#
MCL RL
MDL
Units Q
58-89-9
gamma-BHC (Lindane) a
ND
D013
0.40 0.00010
0.000022
mg/I
12789-03-6
Chlordane
ND
D020
0.030 0.0010
0.00038
mg/I
72-20-8
Endrin 3
NO
D012
0.020 0.00020
0.000021
mg/I
76-44-8
Heptachlor a
ND
D031
0.00800.00010
0.000026
mg/I
1024-57-3
Heptachlor epoxide a
ND
D031
0.0080 0.00010
0.000020
mg/1
72-43-5
Methoxychlor
ND
D014
10 0.00020
0.000050
mg/l
8001-35-2
Toxaphene
ND
D015
0.50 0.0050
0.0021
mg/I
CAS No.
Surrogate Recoveries
Run# I
Run# 2
Limits
877-09-8
Tetmchloro-m-xylene
76%
42-127%
2051-24-3
Decacldorobiphenyl
51%
27-127%
(a) Associated CCV outside of control limits high, sample was NO.
ND = Not detected MDL = Method Detection Limit J = Indicates an estimated value
MCL = Maximum Contamination Level (40 CFR 261 7/1/I1) B = Indicates analyle found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
SGS9 of 13
FA70WZ

SGS North America Inc.
Report of Analysis Page I of I
;lient Sample ID: DRIED BIOSOLIDS
.ab Sample ID: FA70002-1 Date Sampled: 11/12/19
4atrix: SO - Solid Date Received: 11/16/19
Percent Solids: n/a
'roject: Kinston Regional Plant; Kinston, NC
Metals Analysis, TCLP Leachate SW846 1311
Analyte Result HW# MCL RL Units DF Prep Analyzed By Method Prep Method
Arsenic < 0.10 D004 5.0 0.10 mg/I 1 11/20/19 11/21/19 LM SW846 6010D 1 SW840 3010A 3
Barium < 2.0 D005 100 2.0 mg/I 1 11/20/19 11/21/19 LM SW846 6010D 1 SW846 3010A 3
Cadmium < 0.050 D006 1.0 0.050 mg/I 1 11/20/19 11/21/19 LM SW840 6010D 1 SW846 3010A 3
Chromium < 0.10 D007 5.0 0.10 mg/I 1 11/20/19 11/21/19 LM SW846 6010D 1 SW846 3010A 3
Lead < 0.050 D008 5.0 0.050 mg/I 1 11/20/19 11/21/19 LM SWB46 6010D 1 SW846 3010A 3
Mercury < 0.0050 D009 0.20 0.0050 mg/I 1 11/21/19 11/21/19 4C SW846 7470A 2 SW846 7470A 4
Selenium < 0.10 D010 1.0 0.10 mg/I 1 11/20/19 11/21/19 LM SW846 60101) 1 SW846 3010A 3
Silver < 0.10 D011 5.0 0.10 mg/I 1 11/20/19 11/21/19 LM SW84G 6010D 1 SW846 3010A 3
(1) Instrument QC Batch: MA16349
(2) Instrument QC Batch: MA16351
(3) Prep QC Batch: MP36445
(4) Prep QC Batch: MP36454
RL = Reporting Limit
MCL = Maximum Contamination Level (40 CFR 261 7/l/11)
10 of 13
vn 1:.a W
cq7aaoz

l �N
Orlando, FL
Section 4
IrNm
Ed
Misc. Forms
Custody Documents and Oilier Forms
Includes the following where applicable:
• Chain of Custody
11 of 13
FA70002

En.troament 1, [nc. �,A76COZ CHAIN OF CUSTODY RECORD
P.O. Box 7085, I190akmont Dr. �/�r11 P_ of
Box
1
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--_
RM
•8
[M..
a ... .. •.
BOX 339I,
•
•
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DURINGSHIPM rr
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371355
FA70002. Chain of Custody
Page 1 of 2

SGS Sample Receipt Summary
Job Number. FA70002
Client:
ENVA Protect: 582S
Date I Time Ri csived: 111161201910:40:00 AM
DOIIvery Method: FX Alrblli We:
Them 10: IR 1;
Therm OF: -0L8; 0 of Coolers: 1
Cooler Temps (Raw Measured) °Co
Cooler 1: (8.5);
Cooler Temps (Corrected) °C:
Cooler 1: (5.7);
Cooler Information Y
or N
Sample Information
V or
N
NiA
1. Custody Seals Present I'm
❑
1. Sample labels present on bottles
2. Custody Seals intact
❑
2. Samples preserved property
3. Temp Where achieved Fi]
[]
3. Sufficient volume/containers recvd for enelysis:
[�
4. Cooler temp veMceion IR Gun
4. Condition of sample
Walit
S. Cooler media list3@ey
S. Sample raced within HT
Cl
n
S. DateaTmes/lOs on CDC match Sample Label
W
Q
Trip Blank Information V
or N
NIA
7. VCCs have headspace
(]
❑
2
1. Trip Blank present I cooler 0
El
pp
B. Bodies recelved for unspecified tests
p
2. Trip Blank listed on COC r
❑
6.j
9. Composlting Instructions dear
L]
W
or S
NIA
10. Vos Soil Kits/dam received past 48hm?
❑
C
,G]
3. Type Of TS Received -
d
iI-% Solids Jar recelved?
[,
❑
;�
12. Residual CNodne Present?
! _'
[
M isc. Information
Nu. or En nm, 25 tcra.n
5-Gram
_ Number of 5035 Field Iota: _ Number of Lab Shared
Metals:
Teat Sees to phi 0.3
230315 pH 10.12 219813A Other. (Specify)
ReaiWel Qrbrkle Tqi Snip Lnl:.
Cam�a
Oa@: 111152019 /P.a0U8 Redevcec -- -_
SMAI
Rev. Wteonen TecMldarr: PEr138i
Date:
FA70002: Chain of Custody
Page 2 of 2
SGS!at
FA

Orlando, FL
The resultS Set forth hercin arc provided by SGS North America Inc.
Technical Report for
Environment 1, Inc
Kinston Regional Plant; Kinston, NC
582S
SGS Job Number: FA71534
Sampling Date: 01/09/20
Report to:
Environment 1, Inc
PO Box 7085
Greenville, NC 27835
[e-mail]
ATTN: Deedee Woolard
Total number of pages in report: 9
e-Hardeopy 2.0
A« tarnated Repar7
Q PCCRFO
.ice � rr
I iTNI i
t 4�
'7BORA.10Pi
Test results contained within this data package meet the requirements C itlm Brice, M.S.
of the National Environmental Laboratory Accreditation Program General Manager
and/or state specific certification programs as applicable.
Client Service contact: Jean Dent -Smith 407-425-6700
Certifications: FL(E83510), LA(03051), KS(F.30327), n.(200063), NC(573), NJ(FL002), NY(12022), SC(96038001)
DoD ELAP(ANAB L2229), AZ(AZO806), CA(2937), TX(T104704404), PA(68-03573), VA(460177),
AK, All, IA, KY, MA, MS, ND, NH, NV, OK, OR, UT, WA, WV
This report shall not be reproduced, except in its entirety, without the written approval of SGS.
Test results relate only to samples analyzed.
SGS North America Inc. • 4405 Vineland Road • Suite C-15 • Orlando, FL 32811 • tel: [phone] • fax: [phone]
SGS is the sine nudturity for am hol A11L cd its or uludilieat ions to this docwncm. Picric Sparc your idcaa abaul c
Unauthorized lnadi licaOo l Of this report is Strict lv Pruhihited. hots tee can serve aon hcucr at: __SG' 9
Review standard hrruu ae Imp://tctvw.n„Sxnm/rnhernts-and-conditions E4tS.US.CuslomerCareGas.s.' . unn
1 of
FA71534

Table A Contents
-I-
Section1: Sample Summary...................................................................................................
Section2: Summary of Hits....................................................................................................
........................ ........................................... ....................................
,
rs. t: FA71534-1: DRIED BIOSOLIDS................................................................................
Section4: Misc. Forms............................................................................................................
4.1: Chain of Custody...........................................................................................................
Sections:
3
4
5
7
8
0
m
0
2 of
FA7153,1

SGS North America Inc.
Sample Summary
Environment 1, Inc
Kinston Regional Plant; Kinston, NC
Project No: 582S
Job No: FA71534
Sample
Collected
Matrix
Client
Number
Date Time By
Received Code Type
Sample ID
FA71534-1 01/09/20 11:20 CC 01/11/20 SO Solid DRIED BIOSOLIDS
Soil samples reported on a dry weight basis unless otherwise indicated on result page.
R
����,,0 OR 3of9
FA]15&1

Summary of Hits Page 1 of I
Job Number:
FA71534
Account:
Environment 1, Inc
Project:
Kinston Regional Plant; Kinston, NC
Collected:
01/09/20
Lab Sample ID Client Sample ID Result/
Analyte Qual RL MDL Units Method
FA71534-1 DRIED BIOSOLIDS
Corrosivity as pH 6.3 so SW846 CHAP?
Ignitability (Flashpoint) a > 200 Deg. F SW846 1010A MOD
(a) Not ignitable.
FAn534

Scs
Orlando, FL
Sample Results
Report of Analysis
Section 3
5 of
ZIGS
PA71534

SGS North America Inc.
Report of Analysis
Client Sample ID: DRIED BIOSOLIDS
Lab Sample ID: FA71534-1 Date Sampled: 01/09/20
Matrix: SO - Solid Date Received: 01/11/20
Percent Solids: n/a a
Project: Kinston Regional Plant; Kinston, NC
General Chemistry
Analyte
Result
Corrosivity as pH
6.3
Cyanide Reactivity
< 1.5
Ignitability (Flashpoint) b
> 200
Sulfide Reactivity
<50
(a) All results reported on a wet weight basis.
(b) Not ignitable.
RL = Reporting Limit
Page 1 of 1
RL Units
DF
Analyzed
By
Method
so
1
01/21/20 13:20
BW
SW846 CHAP7
1.5 mg/kg
1
01/17/20 09:41
AC
SW846 CHAP7
Deg. F
1
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SW8461010A MOD
50 mg/kg
1
01/18/20 13:09
BW
SW846 CHAP?
a qe(z•,
6 of
FA71534

-SGS�_
Orlando, FL
Misc. Forms
Custody Documents and Other Forms
Includes the following where applicable:
• Chain of Custody
Section 4
0
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7 of9
FAl153J

Environmenil,Ine. CHAIN OF CUSTODYRRCORD jg7j5 jy
P.O. Box 7085. 114 Oakmont Dr. '`/%
Greenville, INC 27958 ° 1 °f 1
..i
Ph • .. I: i.
. • • .
................
monsoon
monsoon
e • a •, .m
KINSTON REGIONAL PLANT
PUBLIC UTILUIES
P.O. BOX 339
e 1 >
11
son
El
MEMO
■ I 1 1
■■■■.........■.....
MINE IM
MINN
e
PLEASE HAD Instructions for completlnp this form on the inverse side. Samplermmphcea"C"Iorcomposkommpleora"G"for
FORM ns iJ1(lZ0 012rah sample In the blocks above for each pammetermquested. N2 376108
111
FA71534: Chain of Custody
Page 1 of 2
e
FA71539

SGS Sample Receipt Summary
Job Number: FA71534 Client: ENV. 1
Date 1 Time Received: 1/111202012:00:00 PM
Delivery Method: FX
Project: 582 S
Airbill We:
Therm ID: IR 1;
Therm CF: -0.8; # of Coolers:
1
Cooler Temps (Raw Measured) °C; Cooler is (5.7);
Cooler Temps (Connected) °C: Cooler 1: (4:9);
Cooler Information
Y or N
Samole Information
Y or
N
N/A
1. Custody Seals Present
2 ❑
1. Sample labels present on bottles
2
❑
2. Custody Seals Intact
2 Cl
2. Samples preserved properly
2
❑
3. Temp criteria achieved
2 ❑
3. Sufficientvolume/containers rectal for analysis:
2
❑
4. Cooler temp verification
IR Gun
4. Condition of sample
Intact
S. Cooler media
Ice(Beat
5. Sample recvd within HT
2
❑
6. Dalea/rimesADs on CDC match Sample Label
2
Cl
Trio Blank Information
Y or N NIA
7. VOCS have headspece
❑
❑
2
1. Trip Blank present/ cooler
❑ ❑ 2
8. Borges received for unspecified tests
❑
2
2. Trip Blank listed on CDC
❑ ❑ 2
9. Composlting instructions clear
❑
❑
2
W or S NIA
10. Voa Soil Kits/Jars received past 48hm?
❑
❑
2
11. %Solids Jar received?
El
El
3. Type Of T8 Received
❑ ❑ ®
72. Residual Chlorine Present?
❑
❑
2
Misc. Information
Numberof Encores: 25-Gram
5-Gram
Number of5035 Field Kit& Number of Lab
Filtered Metals:
Test Strip Lot#s:
pH 0-3 230315
pH 10-12 219813A Other. (Specify)
Residual Chlorine Test Strip Lot#:
Comments
ant°s1 m, D. p524111 Technician: PETERH Date: 1/112we 02012:00:00 P Reviewer. s
Date:
FA71534: Chain of Custody
Page 2 of 2
0
9 of
FA71534

Johnnie Mosley Regional WRF
WQOOXXXXX
Class A - 2019
bate
!Fecal Coltfosm
1utPi?1 er atxL
Lo g.
12/16/19
490
2.6902
12/16/19
480
2.6812
12/16/19
840
2.9243
12/16/19
480
2.6812
12/16/19
850
2.9294
12/16/19
860
2.9345
12/16/19
840
2.9243
Total 19.7652
Average 2.8236
Geometric Mean Fecal Coliform MPN /gram
Geometric Mean of Less than 2,000,000 meets Class B - Alternative 1 Pathogen Reduction
requirement.
Geometric Mean of Less than 1,000 meets a portion of Class A - Alternative 5 Pathogen
Reduction requirement.

Enw,u oIMEW Flo kwpumbd
114 OAKMONT DRIVE
GREENVILLE, N.C. 27858
KINSTON REGIONAL PLANT
EMILY ELMORE
PUBLIC UTILITIES
P.O. BOX 339
KINSTON ,NC 28502
Sample Sample Sample
PARAMETERS #1 #2 #3
Total Solids, % 91.59 93.13 92.90
Fecal Coliform (MPN ), /gram Solids 490 480 840
Drinking Water ID: 37715
Weetewater ID, 10
PHONE [phone]-
FAX [phone]
ID#: 582 T
DATE COLLECTED: 12/16/19
DATE REPORTED 11222/18/19
REVIEWED BY: /v
Sample Sample Analysis Method
#4 #5 Date Analyst Code
93.03 91.81 1Z/16/19 JMS 2540G-11
480 850 12/16/19 KDS 9221E-06

-
a_
4
�Dri.king Water IDt'�77735
Waetevater IDi 10
114 OAKMONT DRIVE
GREENVILLE. N.C. 27858
KINSTON REGIONAL PLANT
EMILY ELMORE
PUBLIC UTILITIES
P.O. BOX 339
KINSTON ,NC 28502
PHONE [phone]
FAX [phone]
ID#: 582 T
DATE COLLECTED: 12/16/19
DATE REPORTED : 12/18/19
REVIEWED BY://
Sample Sample Analysis Method
PARAMETERS #6 #7 Date Analyst Code
Total Solids, % 90.28 92.81 12/16/19 JMS 254OG-11
Fecal Coliform (MPN), /gram Solids 860 840 12/16/19 I(DS 9221E-06
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