NC0024236_Authorization to Construct_20180710 (3)

APPLICATION TO CONSRUCT RECEIVED/DENRJDWR
JUL 102018
Water Resources
SLUDGE DRYING PROJECT Permitting Section
At The
KINSTON NORTHSIDE WASTEWATER
TREATMENT PLANT
KINSTON, NORTH CAROLINA
Submitted to:
NC DENR
Division of Water Quality, NPDES
1617 Mail Service Center
Raleigh NC 27699-16-7
Equipment furnished by:
Suez
1230 Peachtree St, NE
Suite 1100, Promenade Building II
Atlanta, GA 30309.
Application prepared by:
Project Integration, Inc.
116 Hidden Hill Road
Spartanburg, South Carolina 29301
April 2018
0 Cover Sheet Apply To Construct Notebook.docx

Application to Construct NPDES Permit NC0024236
Sludge Drying Project,City of Kinston, Kinston Regional Water Reclamation Plant
TABLE OF CONTENTS
TAB
A. Cover Letter
B. NPDES Permit Information
C. Special Order(Consent order)
D. FONSI or Record of Decision
E. Engineering Plans
F. Engineering Specifications
G. Construction Sequence Plan
H. Engineering Calculations
I. Permits
J. Residuals Management Plan
0 Table of Contents Apply to Construct Notebook.docx

Application to Construct NPDES Permit NC0024236
Sludge Drying Project,City of Kinston,Kinston Regional Water Reclamation Plant
Cover Letter
Enclosed:
Letter, Kenneth Stevens, Jr.,Kinston RWRF Superintendent,to NCDENR/DWQ,
March 19, 2018.
Application Form,ATC-12-14
This notebook includes detailed information following the organization in Section 2 of the
Application Form.
1 Tab A Cover Letter.docx

Kinston
KINEIN P $1RiiU 'cur
Buildings&Grounds,Business Office,Electric,Engineering,Environmental Services, 2009
Fleet Maintenance,Meter Reading,Stormwater,Streets,Wastewater,and Water
Kinston, the right place...Kinston Public Services, the right choice.
March 20, 2018
North Carolina Department of Environmental and Natural Resources
Division of Water Resources,NPDES
1617 Mail Service Center
Raleigh NC 27699-1617
Subject: Application Form ATC 12-14
Authorization to Construct Permit
City of Kinston Water Reclamation Facility
NPDES Permit NC0024236
This application package is for the following project:
Sludge Drying Project at the Kinston Water Reclamation Facility
For this project,the City of Kinston will install a commercial thermal Dryer to produce Class A
biosolids. The Biosolids source will continue to be the Kinston RWRF at same rate as current
facility using existing equipment to furnish dewatered biosolids as feed to the new Dryer. The
Dryed Class A material will be stored in an existing building at the KRWRF.
The project is planned to begin approximately March 2017, with construction expected for about
9 months.
This application package includes a Notebook with the following Sections:
A. Cover Letter(with Application Form ATC 12-14)
B.NPDES Permit
C. Consent Order(not applicable)
D. Environmental FONSI (exempt)
E. Engineering Plans
F. Engineering Specification
G. Construction Sequence Plan
H. Engineering Calculations
I. Other Permits
J. Residuals Management Plan
Closing and copies: one plus one electronic version; 3-ring notebook
Please feel free to contact me at 252-939-3375 or email at [e-mail] if you
have any questions.
Kinston Regional Water Reclamation Facility
2101 Becton Farm Rd Kinston,North Carolina 28501 Phone[phone] Fax[phone]

Thank you for your considerations.
Sincerely,
Kenneth Stevens, r.
Kinston RWRF Superintendent
C: Rhonda Barwick-Public Services Director
Steve Miller-Assistant Public Services Director
Brian Lucas- Water Resources Manager
John Jarrell- City Engineer
Henry McLean-Engineering Project Manager
Emily Elmore-Environmental Compliance Supervisor
File
Kinston Regional Water Reclamation Facility
2101 Becton Farm Rd Kinston,North Carolina 28501 Phone[phone] Fax[phone]

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Water Resources
ENVIRONMENTAL QUALITY APPLICATION FOR AUTHORIZATION TO CONSTRUCT PERMIT(FORM ATC-12-14)
SECTION 1: INSTRUCTIONS AND INFORMATION
A. The Division of Water Resources will accept this application package for review only if all of the items are provided and the
application is complete.Failure to submit all of the required items will result in the application package being returned as incomplete
per 15A NCAC 021.0105(b).
B. Plans and specifications must be prepared in accordance with 15 NCAC 02H.0100,15A NCAC 02T,North Carolina General Statute
133-3, North Carolina General Statute 143-215.1, and Division of Water Resources Minimum Design Criteria for NPDES
Wastewater Treatment Facilities.
C. The plans and specifications submitted must represent a completed final design that is ready to advertise for bid.
D. Any content changes made to this Form ATC-12-14 shall result in the application package being returned.
E. The Applicant shall submit ONE ORIGINAL and ONE DIGITAL COPY (CD) of the application, all supporting documentation and
attachments. All information must be submitted bound or in a 3-ring binder, with a Section tab for each Section, except the
Engineering Plans.
F. Check the boxes below to indicate that the information is provided and the requirements are met.
G. If attachments are necessary for clarity or due to space limitations, such attachments are considered part of the application
package and must be numbered to correspond to the item referenced.
H. For any project that requires review under the State Environmental Policy Act (SEPA), an Authorization to Construct cannot be
issued prior to the completion of a State Clearinghouse advertisement period for a FONSI,EIS,etc.unless the project qualifies for
a Determination of Minor Construction Activity.
I. For more information,visit the Division of Water Resources web site at:https://deq.nc.gov/about/divisions/water-resources/water-
resources-permits/wastewater-branch/npdes-wastewater/authorization-to-construct.
J. In addition to this Authorization to Construct,the Applicant should be aware that other permits may be required from other Sections
of the Division of Water Resources(for example:reclaimed water facilities permits;Class A or B biosolids residuals permit).
SECTION 2:APPLICANT INFORMATION AND PROJECT DESCRIPTION
A. APPLICANT
Applicant's name City of Kinston,Northside Wastewater Reclamation Plant
Signature authority's name per 15A NCAC 02T.0106(b) Kenneth Stevens
Signature authority's title Operator in Responsible Charge
Complete mailing address PO Drawer 339,Kinston NC 28502
Telephone number 252-939-3282
Email address
B. PROFESSIONAL ENGINEER
Professional Engineer's name John Sudnick,PE
Professional Engineer's title Engineer
North Carolina Professional Engineer's License No. 027178
Firm name Project Integration,Inc.
Firm License number C-2944
Complete mailing address 116 Hidden Hill Road,Spartanburg,SC 29301
Application for Authorization to Construct Permit(FORM ATC-12-14) Page 1

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Water Resources
ENVIRONMENTAL QUALITY APPLICATION FOR AUTHORIZATION TO CONSTRUCT PERMIT(FORM ATC-12-14)
Telephone number 864-334-5085
Email address [e-mail]
C. NPDES PERMIT
NPDES Permit number NC00024336
Current Permitted flow(MGD)—include permit
flow phases if applicable
D. PROJECT DESCRIPTION
Provide a brief description of the project: THIS PROJECT KEEPS AN EXISTING BIOSOLIDS HORIZONTAL MIXER AND LIME
TREATMENT STSTEM FOR CLASS B BIOSOLIDS AS A BACKUP SYSTEM;THIS PROJECT ADDS NEW EQUIPMENT INCLUDING
BIOSOLIDS PUMP AND PIPING TO FEED A NEW THERMAL DRYER TO PRODUCE CLASS A BIOSOLIDS
SECTION 3:APPLICATION ITEMS REQUIRED FOR SUBMITTAL FOR ALL PROJECTS
A. Cover Letter
• The letter must include a request for the Authorization to Construct;the facility NPDES Number;a brief project description
that indicates whether the project is a new facility,facility modification,treatment process modification,or facility expansion;
the construction timeline;and a list of all items and attachments included in the application package.
❑ If any of the requirements of 15 NCAC 02H. 0100, 15A NCAC 02T, North Carolina General Statute 133-3, North Carolina
General Statute 143-215.1, and Division of Water Resources Minimum Design Criteria for NPDES Wastewater Treatment
Facilities are not met by the proposed design,the letter must include an itemized list of the requirements that are not met.
B. NPDES Permit
❑ Submit Part I of the Final NPDES permit for this facility that includes Part A(Effluent Limitations and Monitoring Requirements)
for the monthly average flow limit that corresponds to the work that is requested for this project.
C. Special Order by Consent
❑ If the facility is subject to any Special Orders by Consent(SOC),submit the applicable SOC.
® Not Applicable.
D. Finding of No Significant Impact or Record of Decision
❑ Submit a copy of the Finding of No Significant Impact or Record of Decision for this project.
❑ Provide a brief description of any of the mitigating factors or activities included in the approved Environmental Document
that impact any aspect of design of this project,if not specified in the Finding of No Significant Impact or Record of Decision.
SEE NOTEBOOK SECTION D
® Not Applicable.
E. Engineering Plans
® Per 15A NCAC 02T.0504(c)(1),submit one set of detailed plans that have been signed,sealed and dated by a North Carolina
Licensed Professional Engineer.
Application for Authorization to Construct Permit(FORM ATC-12-14) Page 2

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Water Resources
ENVIRONMENTAL QUALITY APPLICATION FOR AUTHORIZATION TO CONSTRUCT PERMIT(FORM ATC-12-14)
® Per 21 NCAC 56.1103(a)(6),the name,address and License number of the Licensee's firm shall be included on each sheet of
the engineering drawings.
® Plans must be labeled as follows: FINAL DRAWING—FOR REVIEW PURPOSES ONLY—NOT RELEASED FOR CONSTRUCTION.
® 15A NCAC 02H .0124 requires multiple (dual at a minimum) components such as pumps, chemical feed systems, aeration
equipment and disinfection equipment. Is this requirement met by the design? ❑ Yes or ® No. If no, provide an
explanation: WWTF MODIFICATION DOES NOT INLCUDE CHANGES TO THE WASTEWATER TREATMENT PROCESS;ONLY
CHANGES ARE FOR TREATMENT OF DEWATERED SOLIDS FROM THE EXISTING WWTF;CHANGE IS TO INSTALL A THERMAL
DRYER TO PRODUCE CLASS A BIOSOLIDS
Plans shall include:
® Plans for all applicable disciplines needed for bidding and construction of the proposed project(check as appropriate):
❑ Civil ® Not Applicable
Process Mechanical ❑ Not Applicable
® Structural ❑ Not Applicable
® Electrical 0 Not Applicable
O Instrumentation/Controls ❑ Not Applicable
❑ Architectural ® Not Applicable
❑ Building Mechanical ® Not Applicable
❑ Building Plumbing ® Not Applicable
® Plan and profile views and associated details of all modified treatment units including piping,valves,and equipment(pumps,
blowers,mixers,diffusers,etc.)
® Are any modifications proposed that impact the hydraulic profile of the treatment facility?❑Yes or® No. If yes,provide
a hydraulic profile drawing on one sheet that includes all impacted upstream and downstream units. The profile shall include
the top of wall elevations of each impacted treatment unit and the water surface elevations within each impacted treatment
unit for two flow conditions: (1)the NPDES permitted flow with all trains in service and (2)the peak hourly flow with one
treatment train removed from service.
® Are any modifications proposed that impact the process flow diagram or process flow schematic of the treatment facility?
Yes or❑No. If yes,provide the process flow diagram or process flow schematic showing all modified flow paths including
aeration,recycle/return,wasting,and chemical feed,with the location of all monitoring and control instruments noted.
F. ® Engineering Specifications
® Per 15A NCAC 02T.0504(c)(2),submit one set of specifications that have been signed,sealed and dated by a North Carolina
Licensed Professional Engineer.
® Specifications must be labeled as follows: FINAL SPECIFICATIONS — FOR REVIEW PURPOSES ONLY — NOT RELEASED FOR
CONSTRUCTION.
Specifications shall include:
® Specifications for all applicable disciplines needed for bidding and construction of the proposed project (check as
appropriate):
O Civil ® Not Applicable
0 Process Mechanical 0 Not Applicable
® Structural ❑ Not Applicable
® Electrical 0 Not Applicable
Application for Authorization to Construct Permit(FORM ATC-12-14) Page 3

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Water Resources
ENVIRONMENTAL QUALITY APPLICATION FOR AUTHORIZATION TO CONSTRUCT PERMIT(FORM ATC-12-14)
® Instrumentation/Controls ❑ Not Applicable
❑ Architectural ® Not Applicable
❑ Building Mechanical ® Not Applicable
❑ Building Plumbing ® Not Applicable
® Detailed specifications for all treatment units and processes including piping, valves, equipment (pumps, blowers, mixers,
diffusers,etc.),and instrumentation.
® Means of ensuring quality and integrity of the finished product including leakage testing requirements for structures and
pipelines,and performance testing requirements for equipment.
O Bid Form for publicly bid projects.
G. Construction Sequence Plan
® Construction Sequence Plan such that construction activities will not result in overflows or bypasses to waters of the State.
The Plan must not imply that the Contractor is responsible for operation of treatment facilities. List the location of the
Construction Sequence Plan as in the Engineering Plans or in the Engineering Specifications or in both: SEE APPLICION
NOTEBOOK SECTION G
H. Engineering Calculations
® Per 15A NCAC 02T.0504(c)(3),submit one set of engineering calculations that have been signed,sealed and dated by a North
Carolina Licensed Professional Engineer;the seal,signature and date shall be placed on the cover sheet of the calculations.
For new or expanding facilities and for treatment process modifications that are included in Section 4.C,the calculations shall
include at a minimum:
O Demonstration of how peak hour design flow was determined with a justification of the selected peaking factor.
O Influent pollutant loading demonstrating how the design influent characteristics in Section 4.B.2 of this form were
determined.
❑ Pollutant loading for each treatment unit demonstrating how the design effluent concentrations in Section 4.B.2 of this form
were determined.
• Hydraulic loading for each treatment unit.
❑ Sizing criteria for each treatment unit and associated equipment(blowers,mixers,pumps,etc.)
❑ Total dynamic head(TDH)calculations and system curve analysis for each pump specified that is included in Section 4.C.6.
❑ Buoyancy calculations for all below grade structures.
❑ Supporting documentation that the specified auxiliary power source is capable of powering all essential treatment units.
I. Permits
❑ Provide the following information for each permit and/or certification required for this project:
Permit/ If Not Issued Provide
Not Date Date Certification Status and Expected
Permit/Certification Applicable Submitted Approved Number Issuance Date
Dam Safety x
Soil Erosion and Sediment Control x
USCOE /Section 404 Permit x
Application for Authorization to Construct Permit(FORM ATC-12-14) Page 4

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Water Resources
ENVIRONMENTAL QUALITY APPLICATION FOR AUTHORIZATION TO CONSTRUCT PERMIT(FORM ATC-12-14)
Water Quality Certification(401) x
USCOE/Section 10 x
Stormwater Management Plan x
CAMA x
NCDOT Encroachment Agreement x
Railroad Encroachment Agreement x
Other:Class A Biosolids Distribution 010 1401000
GrrlOFMaw/ Gill OP le.#1,Sibhi
J. Residuals Management Plan
0 For all new facilities, expanding facilities, or modifications that result in a change to sludge production and/or sludge
processes, provide a Residuals Management Plan meeting the requirements of 15A NCAC 02T.0504(i) and 15A NCAC 02T
.0508:the Plan must include:
❑ A detailed explanation as to how the generated residuals(including trash,sediment and grit)will be collected, handled,
processed,stored,treated,and disposed.
CO An evaluation of the treatment facility's residuals storage requirements based upon the maximum anticipated residuals
production rate and ability to remove residuals.
® A permit for residuals utilization or a written commitment to the Applicant from a Permittee of a Department approved
residuals disposal/utilization program that has adequate permitted capacity to accept the residuals or has submitted a
residuals/utilization program application.
❑ If oil,grease,grit or screenings removal and collection is a designated unit process,a detailed explanation as to how the
oil/grease will be collected,handled, processed,stored and disposed.
❑ Not Applicable.
Application for Authorization to Construct Permit(FORM ATC-12-14) Page 5

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Water Resources
ENVIRONMENTAL QUALITY APPLICATION FOR AUTHORIZATION TO CONSTRUCT PERMIT(FORM ATC-12-14)
SECTION 4: PROJECT INFORMATION
A. WASTEWATER TREATMENT PLANT FLOW INFORMATION-COMPLETE FOR NEW OR EXPANDING FACILITIES
1. Provide the following flow information:
Plant Flows
Existing Plant Design NOT APPLICABLE(THIS IS NOT A NEW OR EXPANDED
WWTF)MGD
Current NPDES Permit Limit MGD
Current Annual Average
(past 12 months) MGD
For Past 12 Months: For Past 24 Months:
Start Date:month/yr Start Date:month/yr
End Date:month/yr End Date:month/yr
Maximum Month MGD MGD
Maximum Day MGD MGD
Peak Hour MGD MGD
Application for Authorization to Construct Permit(FORM ATC-12-14) Page 6

of North Carolina
BIC Department of Environmental Quality
Division of Water Resources
State
Water Resources
ENVIRONMENTAL QUALITY APPLICATION FOR AUTHORIZATION TO CONSTRUCT PERMIT(FORM ATC-12-14)
B. WASTEWATER TREATMENT FACILITY DESIGN INFORMATION—COMPLETE FOR NEW OR EXPANDING FACILITIES AND
FOR TREATMENT PROCESS MODIFICATIONS
1. Have all of the requirements of 15 NCAC 02H.0100, 15A NCAC 02T,North Carolina General Statute 133-3, North Carolina
General Statute 143-215.1,and Division of Water Resources Minimum Design Criteria for NPDES Wastewater Treatment
Facilities been met by the proposed design and specifications?❑Yes or❑No. If no,provide justification as to why the
requirements are not met,consistent with 15A NCAC 02T.0105(n): NOT APPLICABLE-FACILITY IS NOT A NEW OR
EXPANDED SYSTEM;TREATMENT PROCESS NOT MODIFIED;CHANGE IS NEW DRYER TO REPLACE CHEMICAL TREATMENT
2. Provide the design influent and effluent characteristics that are used as the basis for the project design,and the NPDES
permit limits for the following parameters:
Project Basis of Design
Design Influent Design Influent
Influent Concentration Load
Concentration- (Must be (Must be
Current Annual supported by supported by
Average(past Engineering Engineering Design Effluent
12 months)if Calculations Calculations Concentration and/or NPDES Permit Limits
Parameter Available [Section 3.H]) [Section 3.H]) Load (monthly average)
Ammonia Nitrogen mg/L Summer mg/L Summer
mg/L mg/L lb/day
(NH3-N) mg/L Winter mg/L Winter
Biochemical mg/L Summer mg/L Summer
Oxygen Demand mg/L mg/L lb/day
(BODS) mg/L Winter mg/L Winter
Fecal Coliform per 100 mL per 100 mL
Nitrate+Nitrite
Nitrogen(NO3-N+ mg/L mg/L
NO2-N)
Total Kjeldahl
Nitrogen mg/L
mg/L mg/L
Total Nitrogen
lb/year lb/year
mg/L mg/L
Total Phosphorus mg/L mg/L lb/day
lb/year lb/year
Total Suspended mg/L mg/L lb/day mg/L mg/L
Solids(TSS)
3. Based on the"Project Basis of Design"parameters listed above,will the proposed design allow the treatment facility to
meet the NPDES Permit Limits listed above?❑Yes or❑ No. If no,describe how and why the Permit Limits will not be
met:
Application for Authorization to Construct Permit(FORM ATC-12-14) Page 7

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Water Resources
ENVIRONMENTAL QUALITY APPLICATION FOR AUTHORIZATION TO CONSTRUCT PERMIT(FORM ATC-12-14)
4. Per 15A NCAC 02T.0505(j), by-pass and overflow lines are prohibited. Is this condition met by the design?❑Yes or❑ No
If no,describe the treatment units bypassed,why this is necessary,and where the bypass discharges:
5. Per 15A NCAC 02T.0505(k),multiple pumps shall be provided wherever pumps are used.Is this condition met by the
design?❑Yes or®No. If no,provide an explanation: BIOSOLIDS PUMP WILL HAVE CRITICA SPARES;EXISTING
BIOSOLDS TREATMENT WILL BE SUFFICIENT BACKUP
6. Per 15A NCAC 02T.0505(1),power reliability shall be provided consisting of automatically activated standby power supply
onsite capable of powering all essential treatment units under design conditi ns,or dual power supply shall be provided
per 15A NCAC 02H.0124(2)(a). Is this condition met by the design? fes or❑ No. If no,provide(as an attachment
to this Application)written approval from the Director that the facility:
D Has a private water supply that automatically shuts off during power failures and does not contain elevated water
storage tanks,and
D Has sufficient storage capacity that no potential for overflow exists,and
D Can tolerate septic wastewater due to prolonged detention.
7. Per 15A NCAC 02T.0505(o),a minimum of 30 days of residual storage shall be provided. Is this condition met by the
design? ®Yes or❑No. If no,explain the alternative design criteria proposed for this project in accordance 15A NCAC
02T.105(n): DESIGN DETAILS(TO BE FURNISHED BY SOILS PLUS)
8. Per 15A NCAC 02T.0505(q),the public shall be prohibited from access to the wastewater treatment facilities.Explain how
the design complies with this requirement:
9. Is the treatment facility located within the 100-year flood plain? ❑Yes or®No. If yes,describe how the facility is
protected from the 100-year flood:
C. WASTEWATER TREATMENT UNIT AND MECHANICAL EQUIPMENT INFORMATION—COMPLETE FOR NEW OR
EXPANDING FACILITIES AND FOR MODIFIED TREATMENT UNITS
1. PRELIMINARY AND PRIMARY TREATMENT(i.e.,physical removal operations and flow equalization):
No.of Plan Sheet Specification Calculations
Treatment Unit Provided?
Units Type Size per Unit Reference Reference
(Yes or No)
Manual Bar Screen MGD at peak hourly flow
Mechanical Bar
Screen MGD at peak hourly flow
Grit Removal MGD at peak hourly flow
Flow Equalization -- gallons
Primary Clarifier Circular ft diameter; ft side
water depth
Primary Clarifier Rectangular square feet; ft side
water depth
Other
Application for Authorization to Construct Permit(FORM ATC-12-14) Page 8

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Water Resources
ENVIRONMENTAL QUALITY APPLICATION FOR AUTHORIZATION TO CONSTRUCT PERMIT(FORM ATC-12-14)
2. SECONDARY TREATMENT(BIOLOGICAL REACTORS AND CLARIFIERS)(i.e.,biological and chemical processes to remove
organics and nutrients)
No.of Plan Sheet Specification
Calculations
Treatment Unit Type Size per Unit Provided?
Units Reference Reference (Yes or No)
-
Aerobic Zones/ gallons
Tanks
Anoxic Zones/ gallons
Tanks
Anaerobic
Zones/Tanks gallons
Sequencing Batch
Reactor(SBR) -- gallons
Membrane gallons
Bioreactor(MBR)
Secondary Clarifier Circular ft diameter; ft
side water depth
Secondary Clarifier Rectangular square feet; ft
side water depth
Other
3. TERTIARY TREATMENT
No.of Plan Sheet Specification Calculations
Treatment Unit Type Size per Unit Provided?
Units Reference Reference
(Yes or No)
Tertiary Clarifier Circular ft diameter; ft
side water depth
Tertiary Clarifier Rectangular square feet; ft
side water depth
Tertiary Filter square feet
Tertiary Membrane
Filtration square feet
Post-Treatment
Flow Equalization -- gallons
Post-Aeration gallons
Other
4. DISINFECTION
No.of Plan Sheet Specification Calculations
Treatment Unit Type Size per Unit Provided?
Units Reference Reference
(Yes or No)
gal/day per bank at
Ultraviolet Light (Parallel;in peak hourly flow;
number of banks;
series) number of lamps/bank
gChlorination (Gas; gallons of contact
tablet;liquid) tank/unit
Application for Authorization to Construct Permit(FORM ATC-12-14) Page 9

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Water Resources
ENVIRONMENTAL QUALITY APPLICATION FOR AUTHORIZATION TO CONSTRUCT PERMIT(FORM ATC-12-14)
Dechlorination (Gas; gallons of contact
tablet;liquid) tank/unit
5. RESIDUALS TREATMENT
No.of Plan Sheet Specification Calculations
Treatment Unit Provided?
Units Type Size per Unit Reference Reference
(Yes or No)
Gravity Thickening square feet; ft side
Tank water depth
Mechanical
Thickening/ dry lb/hour
Dewatering
Aerobic Digestion gallons
Anaerobic
Digestion gallons
Composting dry lb/hour
Drying 1 Hot Air 833 dry lb/hour YES Section 5
of Notebook
Other
6. PUMP SYSTEMS(include influent, intermediate,effluent, major recycles,waste sludge,thickened waste sludge and plant
drain pumps)
Capacity of
Location No.of Purpose Type each pump Plan Sheet Specification
Pumps GPM TDH Reference Reference
_- — -
PUMP PAD NEAR TRANSPORT Dewatered
DEWATERING 1 BIOSOLIDS FROM SEEPEX MODEL BTES 17 690 16092C2-GA- Sludge
BUILDING BELT FILTER PRESS 17-24 004 Transport
TO DRTER FEED System
7. MIXERS
No.of Power of Plan Sheet Specification
Location Mixers Purpose Type eac(hH fixer Reference Reference
)
Application for Authorization to Construct Permit(FORM ATC-12-14) Page 10

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Water Resources
ENVIRONMENTAL QUALITY APPLICATION FOR AUTHORIZATION TO CONSTRUCT PERMIT(FORM ATC-12-14)
8. BLOWERS
No.of Capacity of Plan Sheet Specification
Location Blowers Purpose Type eac(CCFBll�o;er Reference Reference
•
9. ODOR CONTROL
No.of Plan Sheet Specification
Location Purpose Type
Units Reference Reference
D. SETBACKS—COMPLETE FOR NEW WASTEWATER TREATMENT STRUCTURES
1. The minimum distance for each setback parameter to the wastewater treatment/storage units per 15A NCAC 02T.0506(b)
are as follows: THERE ARE NO NEW STRUCTURES
Is Minimum Distance
Minimum Distance Requirement met by the
Setback Parameter Required from Nearest Design?If"No",identify
Treatment/Storage Setback Waivers in Item D.2
Unit
Below
Any habitable residence or place of assembly under separate 100 ft ❑Yes ❑ No
ownership or not to be maintained as part of the project site
Any private or public water supply source 100 ft ❑Yes ❑ No
Surface waters(streams—intermittent and perennial,perennial SO ft ❑Yes ❑ No
waterbodies,and wetlands)
Any well with exception of monitoring wells 100 ft ❑Yes ❑ No
Any property line 50 ft ❑Yes ❑No
2. Have any setback waivers been obtained per 15A NCAC 02T .0506(d)? ❑ Yes or ❑ No. If yes, have these waivers been
written, notarized and signed by all parties involved and recorded with the County Register of Deeds? ❑Yes or❑ No. If
no,provide an explanation:
Application for Authorization to Construct Permit(FORM ATC-12-14) Page 11

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Water Resources
ENVIRONMEN r AL OUALirY APPLICATION FOR AUTHORIZATION TO CONSTRUCT PERMIT(FORM ATC-12-14)
SECTION 5:APPLICATION CERTIFICATION BY PROFESSIONAL ENGINEER
Professional Engineer's Certification per 15A NCAC 02T.0105:
I, jr)t-(nf T. SU.O,i I CK-,attest that this application package for an Authorization to Construct
(Typed Name of Professional Engineer) n,
for the Suujxae D2Yi i PRA1i cX cut tib 14IdSTtti,? to-tbt Si o6 WWI r`An1T KMN51 J, �C•
(Facility and Project Name)
was prepared under my direct supervisory control and to the best of my knowledge is accurate, complete and consistent
with the information supplied in the engineering plans,specifications,calculations, and all other supporting
documentation for this project. I further attest that to the best of my knowledge the proposed design has been
prepared in accordance with all applicable regulations and statutes, 15 NCAC 02H. 0100, 15A NCAC 02T, North Carolina
General Statute 133-3, North Carolina General Statute 143-215.1,and Division of Water Resources Minimum Design
Criteria for NPDES Wastewater Treatment Facilities,and this Authorization to Construct Permit Application,except as
provided for and explained in Section 4.B.1 of this Application. I understand that the Division of Water Resources'
issuance of the Authorization to Construct Permit may be based solely upon this Certification and that the Division may
waive the technical review of the plans,specifications, calculations and other supporting documentation provided in this
application package. I further understand that the application package may be subject to a future audit by the Division.
Although certain portions of this submittal package may have been prepared,signed and sealed by other professionals
licensed in North Carolina, inclusion of these materials under my signature and seal signifies that I have reviewed the
materials and have determined that the materials are consistent with the project design.
I understand that in accordance with General Statutes 143-215.6A and 143-215.6B,any person who knowingly makes
arty falsre statement,representation;ar certification in any application package 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.
North Carolina Professional Engineer's seal with written signature placed over e oradjacent to the seal and dated:
�.N OZ . 1
it
j
Nj
5` 18 - 20A-
Application for Authorization to Construct Permit(FORM ATC-12-14) Page 12

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Water Resources
ENVIRONMENTAL DUALITY APPLICATION FOR AUTHORIZATION TO CONSTRUCT PERMIT(FORM ATC-12-14)
SECTION 6:APPLICATION CERTIFICATION BY APPLICANT
Applicant's Certification//�� per 15A NCAC 02T.0106(b):
I, 16►1htTr( 1C, 51(1/Pb)/-�c, , attest that this application package for an Authorization to Construct
(Typed Name of Signature Authority and Title)
for the C
(Facilit�r and Project Name)
has been reviewed by me and is accurate and complete to the best of my knowledge. I also understand that if all
required parts of this application package 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. I further certify that in
accordance with 15A NCAC 02T.0120(b),the Applicant or any affiliate has not been convicted of environmental crimes,
has not abandoned a wastewater facility without proper closure, does not have an outstanding civil penalty where all
appeals have been abandoned or exhausted, are compliant with any active compliance schedule,and does not have any
overdue annual fees.
I understand that the Division of Water Resources' issuance of the Authorization to Construct Permit may be based
solely upon acceptance of the Licensed Professional Engineer's Certification contained in Section 5,and that the Division
may waive the technical review of the plans,specifications,calculations and other supporting documentation provided
in this application package. I further understand that the application package may be subject to a future audit.
I understand that in accordance with General Statutes 143-215.6A and 143-215.6B any person who knowingly makes
any false statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor,
which may include a fine not to exceed$10,000,as well as .• •alties up to$25,000 per violation.
Signature: L . �.. � Date:
THE COMPLETED APPLICATION AND SUPPORTING INFORMATION SHALL BE SUBMITTED TO:
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER RESOURCES/NPDES
By U.S. Postal Service By Courier/Special Delivery:
1617 MAIL SERVICE CENTER 512 N. SALISBURY STREET, 9TH FLOOR
RALEIGH, NORTH CAROLINA 27699-1617 RALEIGH, NORTH CAROLINA 27604
TELEPHONE NUMBER: [phone]
Application for Authorization to Construct Permit(FORM ATC-12-14) Page 13

Kinston
K1N5TRN PUBLIC 5EBVICE5
Buildings&Grounds.Business Office,Electric,Engineering,Environmental Services. zl I9
Fleet Maintenance,Meter Reading.Stormwater,Streets,Wastewater,and Water
Kinston, the right place... Kinston Public Services, the right choice.
March 19,2018
NCDEQ
Division of Water Resources
Water Quality Permitting Section
Attn:Non-Discharge Permitting Unit
1617 Mail Service Center
Raleigh,North Carolina 27699-1617
Re: Application for Class A Biosolids Permit
City of Kinston,Kinston Regional Water Reclamation Facility
#NC0024236
Dear Non-Discharge Permitting Unit:
Enclosed is the original application for the distribution of Class A Residuals,along with the necessary attachments to
complete a permit package.
The project objective is to produce Class A Biosolids at the Kinston Regional Water Reclamation Facility.The existing
biosolids handling system(belt filter press,lime stabilization)produces Class B Biosolids.The Kinston WRF 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 City wishes to keep the existing Class B permit as a backup.
RFPs for marketable products for agriculture and or biofuel markets are currently being explored.
Current storage is 90 days.Dried solids are expected to increase by 85%to 170 days.
Please feel free to contact me at 252-939-3375 or email at Kenneth,Stevens(r,,ci.kinston.nc.us if you have any questions.
Thanks for your considerations.
Sincerely,
Kenneth Stevens,Jr.
Kinston RWRF Superintendent
C: Rhonda Barwick-Public Services Director
Steve Miller-Assistant Public Services Director
Brian Lucas- Water Resources Manager
John Jarrell-City Engineer
Henry McLean-Engineering Project Manager
Emily Elmore-Environmental Compliance Supervisor
File
Kinston Regional Water Reclamation Facility
2101 Becton Farm Rd Kinston,North Carolina 28501 Phone[phone] Fax[phone]

FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
WRF, NC0024236 Renewal Neuse
FORM
2A -;/,‘,
NPDES
APPLICATION OVERVIEW
Form 2A has been developed In a modular format and consists of a"Basic Application Information" packet
and a"Supplemental Application Information" packet. The Basic Application Information packet is divided
into two parts. All applicants must complete Parts A and C. Applicants with a design flow greater than or
equal to 0.1 mgd must also complete Part B. Some applicants must also complete the Supplemental
pp packet. following p partsForm 2A you must complete.
Application Information The Items explain which of
BASIC APPLICATION INFORMATION:
A. Basic Application Information for all Applicants. All applicants must complete questions A.1 through A.S. A treatment works
that discharges effluent to surface waters of the United States must also answer questions A.9 through A.12.
B. Additional Application Information for Applicants with a Design Flow Z 0.1 mgd. All treatment works that have design flows
greater than or equal to 0.1 million gallons per day must complete questions B.1 through B.6.
C. Certification. All applicants must complete Part C(Certification).
SUPPLEMENTAL APPLICATION INFORMATION:
D. Expanded Effluent Testing Data. A treatment works that discharges effluent to surface waters of the United States and meets
one or more of the following criteria must complete Part D(Expanded Effluent Testing Data):
1. Has a design flow rate greater than or equal to 1 mgd,
2. Is required to have a pretreatment program(or has one in place),or
3. Is otherwise required by the permitting authority to provide the information.
E. Toxicity Testing Data. A treatment works that meets one or more of the following criteria must complete Part E(Toxicity Testing
Data):
1. Has a design flow rate greater than or equal to 1 mgd,
2. Is required to have a pretreatment program(or has one in place),or
3. Is otherwise required by the permitting authority to submit results of toxicity testing.
F. Industrial User Discharges and RCRA/CERCLA Wastes. A treatment works that accepts process wastewater from any
significant industrial users(Sills)or receives RCRA or CERCLA wastes must complete Part F(Industrial User Discharges
and RCRA/CERCLA Wastes). SIUs are defined as:
1. All industrial users subject to Categorical Pretreatment Standards under 40 Code of Federal Regulations(CFR)403.6 and
40 CFR Chapter I,Subchapter N(see instructions);and
2. Any other industrial user that:
a. Discharges an average of 25,000 gallons per day or more of process wastewater to the treatment works(with certain
exclusions);or
b. Contributes a process wastestream that makes up 5 percent or more of the average dry weather hydraulic or organic
capacity of the treatment plant;or
c. Is designated as an SIU by the control authority.
G. Combined Sewer Systems. A treatment works that has a combined sewer system must complete Part G(Combined Sewer
Systems).
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EPA Form 3510.2A(Rev.1-99). Replaces EPA forms 7550.6&7550-22. Page 1 or 36

FACILITY NAME AND PERMIT NUMBER:
Kinston Regional Water Reclamation Facility PERMIT ACTION REQUESTED: RIVER BASIN:
NC0024236 Renewal Neuse
RASIC1AQPLICATION INF,00. TION f M SSS , ::V V� .._..�.N``: : ..:. iM
PAST i#.lm%c ieepaTigtoNFiC}tIVlAT oapRAI, 'Amio 4Nts r,z,F i.n _wa i *{ :.
All treatment works must complete questions A.1 through A.8 of this Basic Application information Packet.
A.1. Facility Information.
Facility Name Kinston Regional Water Reclamation Facility(KRWRF)
Mailing Address 2101 Becton Farm Road
Kinston,NC 28501
Contact Person Kenneth R.Stevens,Jr.
Title WRF Superintendent
Telephone Number [phone]
Facility Address 2101 Becton Farm Road
(not P.O.Box) Kinston,NC 28501
A.2. Applicant Information. If the applicant is different from the above,provide the following:
Applicant Name
Mailing Address
Contact Person
Title
Telephone Number ( )
Is the applicant the owner or operator(or both)of the treatment works?
0 owner X operator
Indicate whether correspondence regarding this permit should be directed to the facility or the applicant.
❑ facility X applicant
A.3. Existing Environmental Permits. Provide the permit number of any existing environmental permits that have been Issued to the treatment works
(include state-issued permits).
NPDES NC0024236 PSD
UIC Other LA-W00003919
RCRA Other RCW-W00029289
A.4. Collection System Information. Provide information on municipalities and areas served by the facility. Provide the name and population of each
entity and,if known,provide information on the type of collection system(combined vs.separate)and its ownersh0(municipal,private,etc.).
Name Population Served Type of Collection System Ownership
City of Kinston 21,677 Sanitary City of Kinston
Town of Dover 403 Sanitary Town of Dover
Cutter Creek Subdivision 100 Sanitary Cutter Creek Subdivision
Total population served 22,180
EPA Form 3510-2A(Rev.1-99). Replaces EPA forms 7550-8&7550-22. Page 2 of 36

FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
Kinston Regional Water Reclamation Facility Renewal Neuse
NC0024236
A.5. Indian Country.
a. Is the treatment works located in Indian Country?
❑ Yes X No
I Countryor that Is upstream from eventuallyflows
b. Does the treatment works discharge to a receiving water that is either in Indian p (and
through)Indian Country?
❑ Yes X No
A.6. Flow. Indicate the design flow rate of the treatment plant(i.e.,the wastewater flow rate that the plant was built to handle). Also provide the
average daily flow rate and maximum daily flow rate for each of the last three years. Each year's data must be based on a 12-month time period
with the 121h month of'this year'occurring no more than three months prior to this application submittal.
a. Design flow rate 11.85 mgd
Jwo Years Ago Last Year This Year
b. Annual average daily flow rate 6.03 MGD 6.28 MGD 5.34 MGD
c. Maximum daily flow rate 19.2 MGD 20.62 MGD 8.222 MGD
A.7. Collection System. Indicate the type(s)of collection system(s)used by the treatment plant. Check all that apply. Also estimate the percent
contribution(by miles)of each.
X Separate sanitary sewer 100 %
❑ Combined storm and sanitary sewer
A.8. Discharges and Other Disposal Methods.
a. Does the treatment works discharge effluent to waters of the U.S.? X Yes ❑ No
If yes,list how many of each of the following types of discharge points the treatment works uses:
i. Discharges of treated effluent 1
II. Discharges of untreated or partially treated effluent 0
ill. Combined sewer overflow points 0
Iv. Constructed emergency overflows(prior to the headworks) 0
. v. Other 0
b. Does the treatment works discharge effluent to basins,ponds,or other surface impoundments
that do not have outlets for discharge to waters of the U.S.? ❑ Yes X No
If yes,provide the following for each surface impoundment:
Location:
Annual average daily volume discharge to surface impoundment(s) mgd
Is discharge 0 continuous or ❑ intermittent?
c. Does the treatment works land-apply treated wastewater? X Yes ❑ No
If yes,provide the following for each land application site:
Location: WRF Property
Number of acres: 38.45
Annual average daily volume applied to site: 0.0341 mgd
Is land application 0 continuous or X Intermittent?
d. Does the treatment works discharge or transport treated or untreated wastewater to another
treatment works? 0 Yes X No
EPA Form 3510-2A(Rev.1-99). Replaces EPA forms 7550-6&7550-22. Page 3 of 36

FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
WRF, NC0024236 Renewal Neuse
If yes,describe the mean(s)by which the wastewater from the treatment works is discharged or transported to the other treatment works
(e.g.,tank truck,pipe).
If transport is by a party other than the applicant,provide:
Transporter Name
Mailing Address
Contact Person
Title
Telephone Number ( )
For each treatment works that receives this discharge,provide the following:
Name
Mailing Address _
Contact Person
Title
Telephone Number ( )
If known,provide the NPDES permit number of the treatment works that receives this discharge
Provide the average daily flow rate from the treatment works into the receiving facility. mgd
e. Does the treatment works discharge or dispose of its wastewater in a manner not included
In A.8.through A.8.d above(e.g.,underground percolation,well Injection): ❑ Yes X No
if yes,provide the following for each disposal method:
Description of method(including location and size of site(s)if applicable):
Annual daily volume disposed by this method:
Is disposal through this method ❑ continuous or 0 Intermittent?
EPA Form 3510-2A(Rev.1-99). Replaces EPA forms 7550-6 8 755D-22. Page 4 of 36

FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
WRF, NC0024236 Renewal Neuse
WASTEWATER DISCHARGES:
If you answered"Yes"to question A.8.a,complete questions A.9 through A.12 once for each outfall(Including bypass points)through
which effluent is discharged. Da not Include Information on combined sewer overflows in this section. If you answered"No"to question
A.8.a,go to Part B,"Additional Application Information for Applicants with a Design Flow Greater than or Equal to 0.1 mgd."
A.9. Description of Outfall.
a. Outfall number 001
b. Location Kinston 28501
(City or town,if applicable) (Zip Code)
Lenoir NC
(County) (State)
35-17-15 77-30-41
(Latitude) (Longitude)
c. Distance from shore(if applicable) 0 ft.
d. Depth below surface(If applicable) 0 ft.
e. Average daily flow rate 5.88 mgd
f. Does this outfall have either an Intermittent or a periodic discharge? ❑ Yes X No (go to A.9.g.)
If yes,provide the following Information:
Number f times per year discharge occurs:
Average duration of each discharge:
Average flow per discharge: mgd
Months in which discharge occurs:
g. is outfall equipped with a diffuser? Yes X No
A.10. Description of Receiving Waters.
a. Name of receiving water Neuse River
b. Name of watershed(if known) Neuse River Basin
United States Soil Conservation Service 14-digit watershed code(If known):
c. Name of State Management/River Basin(if known):Neuse Sub Basin 03-04-05_
United States Geological Survey 8-digit hydrologic cataloging unit code(if known):
d. Critical low flow of receiving stream(if applicable)
acute cis chronic cfs
e. Total hardness of receiving stream at critical low flow(if applicable): mg/I of CaCO3
EPA Form 3510-2A(Rev.1-99). Replaces EPA forms 7550-6&7550-22. Page 5 of 36

FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
WRF, NC0024236 Renewal Neuse
A.11. Description of Treatment
a. What level of treatment are provided? Check all that apply.
0 Primary ❑ Secondary
X Advanced ❑ Other. Describe: Johannesburg BNR Process followed by Denitrification Filtration
b. Indicate the following removal rates(as applicable):
Design BOD5 removal or Design CBOD5 removal >85 %
Design SS removal >B5
Design P removal >85 %
Design N removal >85
Other > %
c. What type of disinfection is used for the effluent from this outfall? If disinfection varies by season,please describe:
Ultraviolet Light
If disinfection is by chlorination Is dechlorination used for this outfall? 0 Yes ❑ No
Does the treatment plant have post aeration? X Yes ❑ No
A.12. Effluent Testing information. All Applicants that discharge to waters of the US must provide effluent testing data for the following
parameters. Provide the Indicated effluent testing required by the permitting authority for each outfall through which effluent Is
discharged. Do not Include information on combined sewer overflows in this section. All information reported must be based on data
collected through analysis conducted using 40 CFR Part 136 methods. In addition,this data must comply with QA/QC requirements of
40 CFR Part 136 and other appropriate QA/QC requirements for standard methods for analytes not addressed by 40 CFR Part 136. At a
minimum,effluent testing data must be based on at feast three samples and must be no more than four and one-half years apart.
Outfall number: 001 *March 2008-February 2012
.4. i i r ' NM Iia DAIL VALUE �'' '5� .'irk J�A,VERAGE DAILY VALUE i-. . t
X75411 to 3 `� . � ,� u,+. `-'3 as e+5 k„, :-,e. r,.:� r5`�.-n 7f , 5� + � $°r -ild' f-+s. 1q t.
P¢�AiVIE; ,-, ,. .-. 4
4 `` Galue rifts .41— 3 aft t3 .,-2 �Units 'F ' bQ satn''sl.'es
pH(Minimum)»,,., 6.09 s.u.
:5 --�_
pH(Maximum) 7.67 s.u. 5 : 7 ,.
Flow Rate 20 MGD 5.73 MGD 1458
Temperature(Winter) 19.9 C 15.8 C 239
Temperature(Summer) 28.2 C 24.5 C 266
�, Fort HApi4easereport--a minimum MAXIMUM DAILY ` I�r`' AVERAGE DAILY DISCHARGE AN LYTtCAL i
P
���t i till DISGHIARGL 1 A
r�POLLUT NT a�(t MLIMDL
--g-,,,,A. .z -,a ^� xa ' r Y ' Number of METHOD j
Cone Units Con,. Units I
"e ,3r.`.'� -....i?LR?�'!: ?T .e. fir._ �,..�n. ..r} . .,........ . ...., „.. -:,H;;,.:.--...;-,- -,.,-,,,..:..,,.-,-, I_
Samples
CONVENTIONAL AND NON CONVENTIONAL COMPOUNDS
BIOCHEMICAL OXYGEN BOD5 13 mgiL 0.821 mgiL 996 SM5210B <2.0
DEMAND(Report one) CBOD5
FECAL COLIFORM 796 Colonies/100/100 3.34 Colonies/ 996 SM
100 mL 9222DMFC <1
n
TOTAL SUSPENDED SOLIDS(TSS) 55.3 mgiL 0.202 mgiL 997 SM 2540D <2.5
.� _EtJF7 OF FSE
r P 'TQC OVER' IEW(PACIP " ) T DETERMINE ./i? tCF-� C ` I IE I PARTS
`F
, �- z 5 1�, ®� FORM 2 °BOE T COMPLETE
EPA Form 3510-2A(Rev.1-99). Replaces EPA forms 7550-6&7550-22. Page 6 of 36

FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
WRF, NC0024236 Renewal Neuse
„'"�pi�L°'�I:�-s`y`{. �` .1 s;i , my aa'��� t��:S..rK�,d rte`" � � � ',`"� y, . *.� ,
`r 3ASIC ►P,�, CAT Q INFONmA"[i Ib l l � ��
1.�� ,�5... �;.'.»...--,.5... i '�',.�.At�i t✓<r x,. _. ..;...:..'h "�._..'z..-�.°' ..s:.._ _ ..-. .,....,, x:. .. c�`i.r, 7,-,,,r---- --
la
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,,,tr +.a...::::sT-., :..mt,. i,;l,,td:--�-. „s.-.C.N,.,... . "<s i- ..zws,.._.a r;,.r .�e t,i(.,ru.s...rt,�re,._,,.:a^, �.,> �,...,.-....,. ...a-ori. .. .,..,,r,-._x_-.....:ry.!,-t...
All applicants with a design flow rate z 0.1 mgd must answer questions B.1 through B.6. All others go to Part C(Certification).
B.1. Inflow and Infiltration. Estimate the average number of gallons per day that flow into the treatment works from inflow and/or infiltration.
3.8 MGD
Briefly explain any steps underway or planned to minimize Inflow and infiltration.
The City has been smoke testing collection system lines and utilizing flow metering equipment to locate problem areas.
The Briery Run outfall section has been completed and monies have been granted to manhole repair for the line. Smoke
testing is currently underway on the Jericho line. The Neuse outfall will be tested next. The City is in the process of
obtaining grants for repairs to the system.
B.2. Topographic Map. Attach to this application a topographic map of the area extending at least one mile beyond facility property boundaries. This
map must show the outline of the facility and the following information. (You may submit more than one map if one map does not show the entire
area.)
a. The area surrounding the treatment plant,including all unit processes.
b. The major pipes or other structures through which wastewater enters the treatment works and the pipes or other structures through which
treated wastewater is discharged from the treatment plant. Include outfalls from bypass piping,if applicable.
c. Each well where wastewater from the treatment plant is injected underground.
d. Wells,springs,other surface water bodies,and drinking water wells that are: 1)within 1/4 mile of the property boundaries of the treatment
works,and 2)listed in public record or otherwise known to the applicant.
e. Any areas where the sewage sludge produced by the treatment works is stored,treated,or disposed.
1. If the treatment works receives waste that Is classified as hazardous under the Resource Conservation and Recovery Act(RCRA)by truck,rail,
or special pipe,show on the map where the hazardous waste enters the treatment works and where it is treated,stored,and/or disposed.
B.3. Process Flow Diagram or Schematic. Provide a diagram showing the processes of the treatment plant,including all bypass piping and all
backup power sources or redundancy in the system. Also provide a water balance showing all treatment units,including disinfection(e.g.,
chlorination and dechlorination). The water balance must show daily average flow rates at influent and discharge points and approximate dally flow
rates between treatment units. Include a brief narrative description of the diagram.
B.4. Operation/Maintenance Performed by Contractor(s).
Are any operational or maintenance aspects(related to wastewater treatment and effluent quality)of the treatment works the responsibility of a
contractor? ❑ Yes x No
If yes,list the name,address,telephone number,and status of each contractor and describe the contractor's responsibilities(attach additional
pages if necessary).
Name:
Mailing Address:
Telephone Number: ( 1 _
Responsibilities of Contractor:
B.5. Scheduled improvements and Schedules of Implementation. Provide Information on any uncompleted implementation schedule or
uncompleted plans for improvements that will affect the wastewater treatment,effluent quality,or design capacity of the treatment works. If the
treatment works has several different implementation schedules or is planning several Improvements,submit separate responses to question B.5
for each. (If none,go to question B.B.)
a. list the outfall number(assigned in question A.9)for each outfall that is covered by this implementation schedule.
N/A
b. Indicate whether the planned improvements or implementation schedule are required by local,State,or Federal agencies.
❑ Yes X No
EPA Form 3510-2A(Rev.1-99). Replaces EPA forms 7550-6&7550-22. Page 7 of 36

FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
WRF, NC0024236 Renewal Neuse
c. If the answer to B.5.b is"Yes,"briefly describe,including new maximum daily inflow rate(if applicable).
d. Provide dates imposed by any compliance schedule or any actual dates of completion for the Implementation steps listed below,as
applicable. For improvements planned independently of local,State,or Federal agencies,Indicate planned or actual completion dates,as
applicable. Indicate dates as accurately as possible.
Schedule Actual Completion
Implementation Stage MM/DD/YYYY MM/DD/YYYY
-Begin Construction 06/ /2018 / /
-End Construction 09/ /2018 / /
-Begin Discharge I I 1 /
-Attain Operational Level / / I I
e. Have appropriate permits/clearances concerning other Federal/State requirements been obtained? 0 Yes X No
Describe briefly: Class A Thermal Biosolids Dryer(See attached sheets).
B.6. EFFLUENT TESTING DATA(GREATER THAN 0.1 MGD ONLY).
Applicants that discharge to waters of the US must provide effluent testing data for the following parameters. Provide the indicated
effluent testing required by the permitting authority for each outfall through which effluent is discharged. Do not Include information
on combine sewer overflows In this section. All information reported must be based on data collected through analysis conducted
using 40 CFR Part 136 methods. In addition,this data must comply with QA/QC requirements of 40 CFR Part 136 and other appropriate
QA/QC requirements for standard methods for analytes not addressed by 40 CFR Part 136. At a minimum effluent testing data must be
based on at least three pollutant scans and must be no more than four and on-half years old.
Outfall Number: 001 i� r
1 r ` ``MAXIMUM DAILY ' 3 C`s ' "6`A 2 :1 k. "6 G? h 3 �t�, -. 3 5' 3.14, 1n0,c n
r 3 -4AVERAGE SAH. lll3G A_RGE - 's r 4-
,em : 0, SQ /URGE x
t POLLUTANT, ,,.,. 0k +„ � .
-, u ber ,K/METHOD ;,�.�x �4, 4 r�atr
4 y e Conc Urnts ConC Units S ` S is , 'A..r�. z
., e. - . $Inpl u z z .* t om`
CONVENTIONAL AND NON CONVENTIONAL COMPOUNDS
AMMONIA(as N) 3.9 mg/L 0.05 mgfL 988 SM 4500 NH3 D 0.1
CHLORINE(TOTAL 0
RESIDUAL,TRC)
DISSOLVED OXYGEN 12.45 mg/L 8.034 mgfL 1000 SM 4500 O G
TOTAL KJELDAHL 9.59 mglL 00.82 mglL 210 SM 4500 N org B 0,04
NITROGEN(TKN)
NITRATE PLUS NITRITE 1.371 mgfL 1.6 mg/L 209 SM 4500 NH3 E
NITROGEN
OIL and GREASE(HEM) <5.0 mg/L <5.0 mg/L 3 EPA 1684 A
PHOSPHORUS(Total) 10.42 mg/L 0.54 mgfL 209 SM 4500 P B&E
TOTAL DISSOLVED SOLIDS 754 mg/L 454 mgfL 4 SM 2540-C
(TOS)
OTHER Conductivity 2654 umhos 896 umhos 996 SM 2510 B
h - -'s4, zi..; .--,74,,,„ ' s,,,,,,'4,,4,-z2=64-w#4,, �`.�-`'� .r-+ro;1� ..e4---, 'L.,. r g 1 fi 2,4'.:f.'-.:.$n!'
.,,�, a
EF TO E P LC-. IO S° . E P �, O LI,[ .r T�
g f� ;40 .eF a 13;40e SUS E r > 3 = r g 7
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EPA Form 3510-2A(Rev.1-99). Replaces EPA forms 7550-6&7550-22. Page 8 of 36

FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
WRF, NC0024236 Renewal Neuse
s �
BAS letAKWATIONINFb2Vll
,w�ehaN^ .r '<+i:rr�s -%ra „r te. .. h ..s - �'e,,�„ps� "✓vs #'r''z"°' ;z,^''f._e • tr
VARTO
UERTIFiti4Ti
' -r'P?'.warm.z"s.�T. .'•, _. -.:.gw.�r u '''�rF .,.""+.r. 'aa^ ..-• '4'7.6,=.
,._:rw- _,-,zX .•r'-.„.. a. , ... �'sr--r.`:,.:m'd,C..,a
All applicants must complete the Certification Section. Refer to Instructions to determine who is an officer for the purposes of this
certification. All applicants must complete all applicable sections of Form 2A,as explained in the Application Overview. indicate below which
parts of Form 2A you have completed and are submitting. By signing this certification statement,applicants confirm that they have reviewed
Form 2A and have completed all sections that apply to the facility for which this application Is submitted.
Indicate which parts of Form 2A you have completed and are submitting:
X Basic Application Information packet Supplemental Application Information packet:
X Part D(Expanded Effluent Testing Data)
X Part E(Toxicity Testing: Biomonitoring Data)
X Pad F(Industrial User Discharges and RCRA/CERCLA Wastes)
I] Part G(Combined Sewer Systems)
Y g fr'-, A �`Are ..Wee
toms s
rAILL/414tIcAt;Itt IUST COMP# TE3Tift013:011MetERTIF 9ATIOF�
rx r.,. +Ks
I certify under penalty of law that this document and all attachments were prepared under my direction or supervision In accordance with a system
designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who
manage the system or those persons directly responsible for gathering the information,the information is,to the best of my knowledge and belief,true,
accurate,and complete. I am aware that there are significant penalties for submitting false information,including the possiblflty of fine and imprisonment
for knowing violations.
Name and official title Kenneth R.Stevens,Jr. —Plant Superintendent
Signature
Telephone number [phone]
Date signed D//77/J:2"
Upon request of the permitting authority,you must submit any other information necessary to assure wastewater treatment practices at the treatment
works or identify appropriate permitting requirements.
SEND COMPLETED FORMS TO:
NCDENR/DWQ
Attn: NPDES Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
EPA Form 3510-2A(Rev.1-99). Replaces EPA forms 7550-6&7550.22. Page 9 of 36

FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
WRF, NC0024236 Renewal Neuse
A-..-t'2rs�. s 4 a - rez'a..o P rNa." ., k.r r +.7""yr -+' °�a..4-6 1IIã
1 _:, N NI T ID> .4� .
,A�}t+� t fl �'�s�-e s��s � r�t ��✓ .� � °8 �r'�mss° r '� "" ., e '' '='-�a�"" �a'� �l
Refer to the directions on the cover page to determine whether this section applies to the treatment works.
Effluent Testing: 1.0 mgd and Pretreatment Works. If the treatment works has a design flow greater than or equal to 1.0 mgd or it has(or Is required to
to provide the data,then provide effluent testingdata for the following
a pretreatment program,or is otherwise required by the permitting authority g
pollutants. Provide the indicated effluent testing information and any other information required by the permitting authority for each outfall through which
effluent is discharged. Do not include information on combined sewer overflows in this section. All Information reported must be based on data collected
through analyses conducted using 40 CFR Part 136 methods. In addition,these data must comply with QA/QC requirements of 40 CFR Part 136 and
other appropriate QA/QC requirements for standard methods for analytes not addressed by 40 CFR Part 136. Indicate in the blank rows provided below
any data you may have on pollutants not specifically listed in this form. At a minimum,effluent testing data must be based on at least three pollutant scans
and must be no more than four and one-half years old.
Outfall number: 001 (Complete once for each outfall discharging effluent to waters of the United States.)
E S .. RG IU�IALYTICALti •-MUMD . ,
s AXIM D liN iSCHARGEn, AVERAG IP LY)1 CHA t.
..4 UM A
,� rty �:ua y 'Zy '� ,fr i r: S 0r • 1 0 �4 4��5 x A � M�VItETHOb 3, '" ,r
ROLLUTAN c 4 4' ▪ ., a. Tdun�ber
` Conc 'Units Mass Units Cont t Units Mass Unitsr, ,--of;
z Sampjes
METALS(TOTAL RECOVERABLE),CYANIDE,PHENOLS,AND HARDNESS.
ANTIMONY <3.0 Ug/L <3.0 Ug/L 3 EPA 200.8 3
ARSENIC <5.0 Ug/L <5.0 Ug/L 18 SM3113B 5
BERYLLIUM <1.0 Ug/L <1.0 Ug/L 3 EPA 200.7 1
CADMIUM <1.0 Ug/L <1.0 Ug/L 18 SM3113B 1
CHROMIUM <5.0 Ug/L 5.25 Ug/L 18 EPA 200.7 5
COPPER 4 Ug/L <10 Ug/L 18 EPA 200.7 10
LEAD <5.0 Ug/L <5.0 Ug/L 18 SM31138 5
MERCURY 1.66 ng/L 0.09 ng/L 15 EPA 1631E 0.134
NICKEL 1.66 Ug/L <10 Ug/L 18 EPA 200.7 10
SELENIUM <10.0 Ug/L <10.0 Ug/L 18 SM3113B 10
SILVER <5.0 UgIL <5.0 Ug/L 18 EPA 200.7 5
THALLIUM <1.0 Ug/L <1.0 Ug/L 3 EPA 200.8 1
ZINC 36 Ug/L 24.25 Ug/L 18 SM3111B 3
CYANIDE <0.005 mg/L <.005 mg/L 18 SM 4500 CN-E .005
HARDNESS(as CaCO3) 97 mg/L 64.1 mg/L 9 SM 2340 C 0
Use this space(or a separate sheet)to provide information on other metals requested by the permit writer
Mercury <0.2 ug/L <0.2 ug/L 3 SM 245.1 0.2
EPA Form 3510-2A(Rev.1-99). Replaces EPA forms 7550-8 8 7550-22. Page 10 of 36

FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
WRF, NC0024236 Renewal Neuse
Outfall number: 001 (Complete once for each outfall discharging effluent to waters of the United States.)
ff� �,_: n s,_..,f �zx.. TAXI IIUM DAILY DISCHARGE' x ,,AV GE IL SDI /CABG a v r� O R �`- ;''
�' 9 At �d�1 v,�iil sbw�,,,,s...� r y ; .. its isjJ �c y� .�K�7�Y!^ �TR' :,,t�Mr��` � ��1 �P'T- +a� a:^� `�x�
a. #.'� 'S z- .�K �-g .v. c' +�a: k. a a-s* w --m. � rte,ii. ti ..5: i i=
r`�POLLUTANTx' ; Unit,. -�; n r#. -WIC it.t p ummb ANALYTICAL to NID4
'.,a ,�...-5Y - , .3u- %QUI :.,to,w Mass U'd t ;Cone '-F 11il0§.441 yi,`�t k't,' C)1 k i w fl.-.'"J '*.''e-'_
} . _ s rt , s r20 : +Z _ i aE. '�+ t.8 . rfe _ g aur 4= S 7 Y X
w,,: L,a 4c i�"r 7£? ` t r$ I x a§$trlpieS Rr r Sµ
,.....,:_ ,:,,; ... ,z ,re:.,:. . a :s .r5 .. .�:: .. ..�;�. ;•,.?- ° Y., ...;:.� ..... .�.� , � ,`r .;d uli'T 5� s,.
�s,
VOLATILE ORGANIC COMPOUNDS
EPA
ACROLEIN <100.09 Ug/I <67 Ugh 3 8260B!624 <60
ACRYLONITRILE <200.00 Ugh <150 Ugh3 EPA <50
8260B/624
EPA
BENZENE <6 Ugh <2.3 Ugh 3 8260B1624EPA
<1
BROMOFORM <5 Ugh <3.7 Ug/I 3 8260B/624
<3
CARBON <5 U9/1 <2.3 Ugh 3 EPA <1
TETRACHLORIDE 826013624
EPA
CHLOROBENZENE <5 Ugh <3.7 Ugh 3 8260B/624
<3
CHLORODIBROMO- <5 Ugh <3.7 Ugh 3 EPA <3
METHANE82608624
EPA
CHLOROETHANE <10 Ug/I <10.00 Ug/I 3 8260B/624
<10
2-CHLOROETHYLVINYL <b Ug/I <6.00 Ugh 3 EPA <5
ETHER g g 82606/624
EPA
CHLOROFORM <5 Ugh <5.00 Ugh 3 826013/624 <6
DICHLOROBROMO- <5 Ugh <3.7 Ugh 3 EPA <1
METHANE 8260B624
1,1-DICHLOROETHANE <5 Ugh <5.00 Ugh 3 8260811624EPA
<5
1,2-DICHLOROETHANE <5 UgII <2.3 Ugh 3 826013/624 <1
TRANS-1,2- EPA- <5 Ugh <5.00 Ugh 3 EPA <6
ETHYLENE 82608/624
1,1-DICHLORO- <5 Ugh <5.00 Ug/I 3 EPA <5
ETHYLENE 8260B/624
EPA
1,2-DICHLOROPROPANE <5 Ugh <2.3 UgII 3 g2 06 624 <1
1,3-DICHLORO- <5 Ug/1 <2.3 Ugh 3 EPA <1
PROPYLENE 8260B/624
ETHYLBENZENE <5 Ug/I <2.3 Ug/I 3 82608 624EPA
< 1
METHYL BROMIDE <10 Ugh <10.00 UgII 3 8260131624 EPA
<10
METHYL CHLORIDE <10 Ug/I <4 Ugh 3 826013/624EPA
<1
METHYLENE CHLORIDE <10 Ugh <4 Ugh 3 826013/624 <1
1,1,2,2-TETRA- EPA<5 Ugh <3.7 Ug/1 3 <3
CHLOROETHANE 82606/624
TETRACHLORO- <5 UgII <2.3 Ug/I 3 EPA <1
ETHYLENE 82606/624
EPA
TOLUENE <5 Ugh <2.3 UgII 3 826013/624 <1
EPA Form 3510-2A(Rev.1-99). Replaces EPA forms 7550-6&7550-22. Page 11 of 36

FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
WRF, NC0024236 Renewal Neuse
Outfall number: 001 (Complete once for each outfall discharging effluent to waters of the United States.)
3 r S MAXIMUM DAILY DISCHARGE, _ AVERAGE DAILY DISCHARGE-s ,gl- ' ,„ow ”, 4,
U Un r Af ALYTI AL. A -04a4
bLL ITANT ,. Unity Ao R lJnit: � nI o�M�O e
-}_ �„(�,�7�0 ConI,��n��� gAasa� iJni�s�t �cam- "�� asses � ���.:� �-, � ,�,�
a b s a .;- i a 3 a�a' -:- H: , '#'.s n ....... ., ,�s:�w. •"s i. :,.i ZftSAV �`N..,:a ,�' #.4sr a fnP,,,, �«, .F ,,y,�r,f;,.-;;� ".+..It, .,,,&
1,1,1- <6 ug/L <2.3 ug/L 3 EPA <1
TRICHLOROETHANE 82606/624
1,1,2- <6 ug/L <2.3 ug/L 3 EPA <1
TRICHLOROETHANE 8260B/624
TRICHLOROETHYLENE <6 ug/L <2.3 ug/L 3 EPA <1
82606/624
EPA
VINYL CHLORIDE <10 ug/L <4 ug/L 3 826013/624 <1
Use this space(or a separate sheet)to provide information on other volatile organic compounds requested by the permit writer
ACID-EXTRACTABLE COMPOUNDS
P-CHLORO-M-CRESOL <20 ug/L <20 ug/L 3 EPA <20
82700/625
2-CHLOROPHENOL <10 ug/L <10 ug/L 3 EPA <10
82700/625
2,4-DICHLOROPHENOL <10 ug/L <10 ug/L 3 EPA <10
827001625
2,4-DIMETHYLPHENOL <10 ug/L <10 ug/L 3 EPA <10
827001625
4,6-DINITRO-O-CRESOL <50 ug/L <50 ug/L 3 EPA <50
8270C/625
2,4-DINITROPHENOL <50 ug/L <50 ug/L 3 EPA <50
82700/625
2-NITROPHENOL <10 ug/L <10 ug/L 3 E <10
82700CA/625
4-NITROPHENOL <50 ug/L <50 ug/L 3 EPA <50
82700!625
EPA <25
PENTACHLOROPHENOL <50 ug/L <33.3 ug/L 3 8270C/625
EPA <10
PHENOL <10 ug/L <10 ug/L 3 8270C/625
2,4,6- EPA <10
TRICHLOROPHENOL <70 ug/L <10 ug/L 3 8270C/625
Use this space(or a separate sheet)to provide information on other acid-extractable compounds requested by the permit writer
BASE-NEUTRAL COMPOUNDS
ACENAPHTHENE <10 ug/L <10 ug/L 3 EPA <10
8270C/625
ACENAPHTHYLENE <10 ug/L <10 ug/L 3 EPA <10
8270C/625
ANTHRACENE <10 ug/L <10 ug/L 3 EPA <10
82700/625
BENZIDINE <100 ug/L <40 ug/L 3 EPA <10
8270C/625
BENZO(A)ANTHRACENE <10 ug/L <10 ug/L 3 EPA <10
8270C/625
BENZO(A)PYRENE <10 ug/L <10 ug/L 3 EPA <10
62700625
EPA Form 3510-2A(Rev.1-99). Replaces EPA forms 7550-6&7550-22. Page 12 of 36

FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
WRF, N00024236 Renewal Neuse
Outfall number: 001 (Complete once for each outfall discharging effluent to waters of the United States.)
M1
s MAXItIfJ}1M QAILY pISCk1ARG F OAVERKGE A LYVISCI•IARt'8E t1 g4 rt"'d,.,.� �s- f ,. 4t
s M .Si{� s - - '" ''•::::::•.7.44i..x U
PTT ' r ,4R # IIC - �rnP ��.t'tr .`.`-'.a to"�° 8-" �� h...'r:',. ' "�.,. .. '.
3,4 BENZO- EPA <10
FLUORANTHENE <10 ug/L <10 ug/L 3 8270C/625
EPA <10
BENZO(GHI)PERYLENE <10 ug/L <10 ug/L 3 8270C/625
BENZO(K) <10 ugh. 3
<10 ug/L 6270C1625
EPA <10
FLUORANTHENE
BIS(2-CHLOROETHOXY) <10 ug/L <10 ug/t. 3 EPA <10
METHANE 8270C/625
BIS(2-CHLOROETHYL)- <10 ugJL <10 ug/L 3 EPA <10
ETHER 82700/625
BIS 2 CHLOROISO- EPA <10
PROPYL)ETHER <10 ugJL <10 ug/L 3 82700625
BIS(2-ETHYLHEXYL) <20 ugJL <16.7 ug/L 3 EPA <15
PHTHALATE 8270C/625
4-BROMOPHENYL <10 ug/L <10 ug/L 3 EPA <10
PHENYL ETHER 8270C/625
BUTYL BENZYL <10 ug/L <10 ug/L 3 EPA <10
PHTHALATE 8270C/625
EPA NAPHTHALENE <10 ug/L <10 ug/L 3 8270C/625
<10
4-CHLORPHENYL <10 ug/L <f0 ug/L 3 EPA <10
PHENYL ETHER 82700/625
CHRYSENE <10 ugJL 3
<10 ug/L EPA <10
82700/825
EPA
DI-N-BUTYL PHTHALATE <10 ug/L <10 ug/L 3 82700/825 <10
–
DI-N-OCTYL PHTHALATE <10 ug/L <10 ug/L 3 EPA <10
8270C/625
DIBENZO A,H EPA
ANTHRACENE <10 ugJL <10 ug/L 3 8270C/625 <10
1,2-DICHLOROBENZENE <10 ug/LEPA
<16.7 ug/L 3 82700/625 EPA <5
1,3-DICHLOROBENZENE <10 ug/L <10 ug/L 3 8270C/625 <10
EPA
1,4-DICHLOROBENZENE <10 ug/L <4 ugJL 3 8270C/625 <1
3,3-DICHLORO- <10 ug/L <18.7 ug/L 82700/625
3 EPA <10
BENZIDINE
DIETHYL PHTHALATE <10 ug/L <10 ug/L 3 82700/625
EPA <10
—
EPA
DIMETHYL PHTHALATE <10 ug/L <10 ug/L 3 82 00625 <10
2,4•DINITROTOLUENE <10 ug/L <10 ug/L 3 EPA <10
8270C/625
EPA
2,6-DINITROTOLUENE <10 ug/L <10 ugJL 3 8270C/625 <10
1,2-DIPHENYL- EPA <10
HYDRAZINE <10 ug/L <10 ug/L 3 82700/625
Page 13 of 3B
EPA Form 3510-2A(Rev.1-99). Replaces EPA forms 7550-6&7550-22.

FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
WRF, NC0024236 Renewal Neuse
Outlet!number: 001 — (Complete once for each outfall discharging effluent to waters of the United States.)
1 MAXIMUM DAILY DISCHARGE: j AVERAGE DAILY DISCHARGE 1I
T - 1 - I Number ANALYTICAL 1
ML/MDL-
FT-II-LW-ANT Unit METHOD ML1h10L
Cone Units Mass Units Conc Mass Units of
tiwi n , '.ara.,k 1 amptes g . *
EPA
FLUORANTHENE <10 ug/L <10 ug/L 3 <10
8270C/625
FLUORENE <10 ug/L <10 ug/L 3 EPA <10
8270C/625
HEXACHLOROBENZENE <10 ug/L <10 ug/L 3 EPA <10
8270C/625
HEXACHLORO- <10 ug/L <10 ug/L 3 EPA <10
BUTADIENE 8270C/625
HEXACHLOROCYCLO- <10 ug/L <10 ug/L3 EPA <10
PENTADIENE 8270C/625
HEXACHLOROETHANE <10 ug/L <10 ug/L 3 EPA <10
8270C/625
INDENO(1,2,3-CD) <10 ug/L <10 ug/L 3 EPA <10
PYRENE 8270C/625
EPA
ISOPHORONE <10 ug/L <10 ug/L 3 8270C/625EPA
<10
NAPHTHALENE <10 ug/L <10 ug/L 3 <10
8270C1625EPA
NITROBENZENE <10 ug/L <10 ug/L 3 8270C/625
<10
N-NITROSODI-N- <10 ug/L <10 ug/L 3 EPA <10
PROPYLAMINE 8270C/625
N-NITROSODI- EPA
<10 ug/L <10 ug/L 3 <10
METHYLAMINE 8270C/625
N NITROSODI- EPA
<10 ug/L <10 ug/L 3 <10
PHENYLAMINE 8270C/625
PHENANTHRENE <10 ug/L <10 ug/L 3 EPA <10
8270C/625
EPA
PYRENE <10 ug/L <10 ug/L 3 <10
8270C/625
1,24- <10 ug/L <10 ug/L 3 EPA <10
TRICHLOROBENZENE 8270C/625
Use this space(or a separate sheet)to provide information on other base-neutral compounds requested by the permit writer
Use this space(or a separate sheet)to provide information on other pollutants(e.g.,pesticides)requested by the permit writer
i 1
END OF PART CJ %, .. V'.: t� '
REFER TO THE APPLICATION OVERVW,FW (PAGE 1) TO,
DETERMINEWHICH OTHER PARTS 4
OF FORM2A YOU MUST COMPLETE
EPA Form 3510-2A(Rev.1-99). Replaces EPA forms 7550-6 8 7550.22, Page 14 of 30

FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
WRF, NC0024236 Renewal Neuse
`� �
1;f - K -s, " r
&Pu'+'.I l i1TA1 P 1C Q 1 F� A t N- � x
x.." a � 'd 3s ` 4_� •
'
.,... i�r.d-- ry x, ^+ iw'R, z^ 'a-'.k'a^ a'4"'.+kcP, x . .` ,s kik
x+'Y2 'i�a".:5 ..r .3. , u_ Fsz➢ Frame- ,.-..: .,.;�``..
POTWs meeting one or more of the following criteria must provide the results of whole effluent toxicity tests for acute or chronic toxicity for each of the
facility's discharge points: 1)POTWs with a design flow rate greater than or equal to 1.0 mgd;2)POTWs with a pretreatment program(or those that are
required to have one under 40 CFR Part 403);or 3)POTWs required by the permitting authority to submit data for these parameters.
• At a minimum,these results must include quarterly testing for a 12-month period within the past 1 year using multiple species(minimum of two
species),or the results from four tests performed at least annually in the four and one-half years prior to the application,provided the results
show no appreciable toxicity,and testing for acute and/or chronic toxicity,depending on the range of receiving water dilution. Do not include
information on combined sewer overflows in this section. All information reported must be based on data collected through analysis conducted
using 40 CFR Part 136 methods. In addition,this data must comply with QA/QC requirements of 40 CFR Part 136 and other appropriate QA/QC
requirements for standard methods for analytes not addressed by 40 CFR Part 136.
• In addition,submit the results of any other whole effluent toxicity tests from the past four and one-half years. If a whole effluent toxicity test
conducted during the past four and one-half years revealed toxicity,provide any information on the cause of the toxicity or any results of a
toxicity reduction evaluation,if one was conducted.
• If you have already submitted any of the information requested in Part E,you need not submit it again. Rather,provide the information
requested in question E.4 for previously submitted information. If EPA methods were not used,report the reasons for using alternate methods.
If test summaries are available that contain all of the information requested below,they may be submitted in place of Part E.
If no biomonitoring data is required,do not complete Part E. Refer to the Application Overview for directions on which other sections of the form to
complete.
Toxicity results are attached
E.1. Required Tests.
Indicate the number of whole effluent toxicity tests conducted in the past four and one-half years.
❑chronic ❑acute
E.2. Individual Test Data. Complete the following chart for each whole effluent toxicity test conducted in the last four and one-half years. Allow one
column per test(where each species constitutes a test). Copy this page If more than three tests are being reported.
Test number: Test number: Test number:
a. Test information.
Test Species&test method number
Age at Initiation of test
Outfall number
Dates sample collected
Date test started
Duration
b. Give toxicity test methods followed.
Manual title
Edition number and year of publication
Page number(s)
c. Give the sample collection method(s)used. For multiple grab samples,indicate the number of grab samples used.
24-Hour composite
Grab
d. Indicate where the sample was taken in relation to disinfection. (Check all that apply for each.
Before disinfection
After disinfection
After dechlorination
EPA Form 3510-2A(Rev.1-99). Replaces EPA forms 7550-6&7550-22. Page 15 of 36

FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
WRF, NC0024236 Renewal Neuse
Test number: Test number: Test number:
e. Describe the point in the treatment process at which the sample was collected.
Sample was collected:
f. For each test,include whether the test was intended to assess chronic toxicity,acute toxicity,or both
Chronic toxicity
Acute toxicity
g. Provide the type of test performed.
Static
Static-renewal
Flow-through
h. Source of dilution water. If laboratory water,specify type;if receiving water,specify source.
Laboratory water
Receiving water
I. Type of dilution water. If salt water,specify"natural"or type of artificial sea salts or brine used.
Fresh water
Salt water
J. Give the percentage effluent used for all concentrations in the test series.
k. Parameters measured during the test. (State whether parameter meets test method specifications)
pH
Salinity
Temperature
Ammonia
Dissolved oxygen
I. Test Results.
Acute:
Percent survival in 100% o�
effluent
LCso
95%C.I.
Control percent survival %
Other(describe)
EPA Form 3510-2A(Rev.1-99). Replaces EPA forms 7550-6&7550-22. Page 16 of 36

FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
WRF, NC0024236 Renewal Neuse
Chronic:
NOEC To
IC25 0/0
Control percent survival To
Other(describe)
m. Quality Control/Quality Assurance.
Is reference toxicant data available?
Was reference toxicant test within
acceptable bounds?
What date was reference toxicant test / l
run(MM/DD/YYYY)?
Other(describe)
E.3. Toxicity Reduction Evaluation. Is the treatment works involved in a Toxicity Reduction Evaluation?
❑ Yes X No If yes,describe:
E.4. Summary of Submitted Biomonitoring Test Information. If you have submitted biomonitoring test information,or information regarding the
cause of toxicity,within the past four and one-half years,provide the dates the information was submitted to the permitting authority and a summary
of the results.
Date submitted: / / (MM/DD/YYYY)
Summary of results: (see instructions)
�,. END OF PART E.
REFER TO THE APPLICATION OVERVIEW(PAGE 1) TO DETERMINE WHICH OTHER PARTS
OF FORM 2A YOU MUST COMPLETE.
EPA Form 3510-2A(Rev.1-99). Replaces EPA forms 7550-6&7550-22. Page 17 of 36

FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
WRF, NC0024236 Renewal Neuse
�` ��' �'..�^t a'��i"��F��•�,�� `34sxa `���Se���� c-�+��� � -d+�:� y a�ii f, � .. � �"u�3��.
UP',LENIENT t L IMIC TIONINFORMA OJ
.sJ..#�"Y`�^-; 4.�, s .✓...k3ze.>-kv";.rw - ,3=`§� X'�,py. Y� �}+ .e' a cr' � �.f�._ _- a�,+�;• .��'
2II�D>riSTRIL UR>DJS� iRENDGRA)CERCI�, IV �S
'. e:-.�,.._ s. �'m i "-�� yi ' .a ^�. ._ .��. z.'
All treatment works receiving discharges from significant Industrial users or which receive RCRA,CERCLA,or other remedial wastes must
complete part F.
GENERAL INFORMATION:
F.1. Pretreatment program. Does the treatment works have,or is subject ot,an approved pretreatment program?
X Yes ❑ No
F.2. Number of Significant Industrial Users(SIUs)and Categorical Industrial Users(CllJs). Provide the number of each of the following types of
industrial users that discharge to the treatment works.
a. Number of non-categorical SIUs. 5
b. Number of CIUs. 3
SIGNIFICANT INDUSTRIAL USER INFORMATION:
Supply the following Information for each SIU. If more than one SIU discharges to the treatment works,copy questions F.3 through F.8 and
provide the information requested for each SIU.
F.3. Significant Industrial User Information. Provide the name and address of each SIU discharging to the treatment works. Submit additional pages
as necessary.
Name: Aisco
Mailing Address: P.O.Box 958
Kinston,NC 28501
F.4. Industrial Processes. Describe ail the industrial processes that affect or contribute to the SIU's discharge.
Domestic,Process,Non-Contact Cooling Water and Boiler Blowdown
F.5. Principal Product(s)and Raw Material(s). Describe all of the principal processes and raw materials that affect or contribute to the SIU's
discharge.
Principal product(s): None
Raw material(s): Chemicals used for washinp linens and garments
F.6. Flow Rate.
a. Process wastewater flow rate. Indicate the average daily volume of process wastewater discharge into the collection system in gallons per
day(gpd)and whether the discharge is continuous or intermittent.
48,000 gpd (yes continuous or intermittent)
b. Non-process wastewater flow rate. Indicate the average dally volume of non-process wastewater flow discharged into the collection system
in gallons per day(gpd)and whether the discharge is continuous or intermittent.
1.550 gpd (yes continuous or intermittent)
F.7. Pretreatment Standards. Indicate whether the SIU is subject to the following:
a. Local limits X Yes ❑ No
b. Categorical pretreatment standards ❑ Yes X No
If subject to categorical pretreatment standards,which category and subcategory?
g
2 Pae 18of36
EPA Form 3510.2A(Rev.1-99), Replaces EPA forms 7550.6&7550 2 g

FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
WRF, NC0024236 Renewal Neuse
F.B. Problems at the Treatment Works Attributed to Waste Discharge by the SIU. Has the SIU caused or contributed to any problems(e.g.,
upsets,interference)at the treatment works in the past three years?
❑ Yes X No If yes,describe each episode.
RCRA HAZARDOUS WASTE RECEIVED BY TRUCK,RAIL,OR DEDICATED PIPELINE:
F.9. RCRA Waste. Does the treatment works receive or has it in the past three years received RCRA hazardous waste by truck,rail or dedicated pipe?
0 Yes X No(go to F.12)
F.10. Waste transport. Method by which RCRA waste Is received(check all that apply):
❑ Truck 0 Rail ❑ Dedicated Pipe
F.11. Waste Description. Give EPA hazardous waste number and amount(volume or mass,specify units).
EPA Hazardous Waste Number Amount Units
CERCLA(SUPERFUND)WASTEWATER, RCRA REMEDIATION/CORRECTIVE ACTION
WASTEWATER,AND OTHER REMEDIAL ACTIVITY WASTEWATER:
F.12. Remedlation Waste. Does the treatment works currently(or has it been notified that it will)receive waste from remedial activities?
0 Yes(complete F.13 through F.15.) ® No
F.13. Waste Origin. Describe the site and type of facility at which the CERCLA/RCRA/or other remedial waste originates(or is excepted to origniate in
the next five years).
F.14. Pollutants. List the hazardous constituents that are received(or are expected to be received). Include data on volume and concentration,If
known. (Attach additional sheets if necessary.)
F.15. Waste Treatment.
a. Is this waste treated(or will be treated)prior to entering the treatment works?
❑ Yes ❑ No
If yes,describe the treatment(provide information about the removal efficiency):
b. Is the discharge(or will the discharge be)continuous or intermittent?
❑ Continuous ❑ Intermittent If intermittent,describe discharge schedule.
END OF PARI F.
REFER TO THE APF ,ICA`FIO 011E Vl yv(PAGE 1) 1"O DETERMINEOTHER R PART"
,0 R ��IUST,COMPLETE
EPA Form 3510-2A(Rev.1-99). Replaces EPA forms 7550-6 8 7550.22. Page 19 of 36

FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
WRF, NC00242�i36 Rene
wa.k�
l Neuse
S? P: ��
ENfrPl rAri
Tr,,A
i*xvitg " � �-�,.aw :v a'�,c�"$d�"� x ,xrer�z"w�r*a ;a!-"�. �sc+�
a mpoig napat root ova
All treatment works receiving discharges from significant industrial users or which receive RCRA,CERCLA,or other remedial wastes must
complete part F.
GENERAL INFORMATION:
F.1. Pretreatment program. Does the treatment works have,or is subject ot,an approved pretreatment program?
X Yes ❑ No
F.2. Number of Significant Industrial Users(Sills)and Categorical Industrial Users(CIUs). Provide the number of each of the following types of
Industrial users that discharge to the treatment works.
c. Number of non-categorical SIUs. 5
d. Number of CIUs. 3
"-iir-GT:111-46 .1111111111.1111111111111.111 INDUSTRIAL USER INFORMATION:
Supply the following information for each SIU. If more than one SIU discharges to the treatment works,copy questions F.3 through F.8 and
provide the information requested for each SIU.
F.3. Significant Industrial User Information. Provide the name and address of each SIU discharging to the treatment works. Submit additional pages
as necessary.
Name: Crown Equipment Corporation
Mailing Address: 2000 Dobbs Farm Road
Kinston.NC 28504
F.4. Industrial Processes. Describe all the industrial processes that affect or contribute to the SIU's discharge.
Domestic&Process(Vibratory Finisher&Five-Stage Washer)
F.6. Principal Product(s)and Raw Material(s). Describe all of the principal processes and raw materials that affect or contribute to the SIU's
discharge.
Principal product(s): industrial Fork Lift trucks
Raw material(s): Steel,powder&liquid paint,pretreatment chemicals,welding wire,batteries,steel shot,coolants,and hydraulic oil
F.B. Flow Rate.
c. Process wastewater flow rate. Indicate the average daily volume of process wastewater discharge into the collection system in gallons per
day(gpd)and whether the discharge is continuous or intermittent.
11,964 gpd (yes continuous or intermittent)
d. Non-process wastewater flow rate. Indicate the average daily volume of non-process wastewater flow discharged into the collection system
in gallons per day(gpd)and whether the discharge is continuous or intermittent.
7,250 gpd (yes continuous or intermittent)
F.T. Pretreatment Standards. Indicate whether the SIU is subject to the following:
a. Local limits X Yes 0 No
b. Categorical pretreatment standards X Yes ❑ No
If subject to categorical pretreatment standards,which category and subcategory?
40 CFR 433(Metal Finishing)
EPA Form 3510-2A(Rev.1-99). Replaces EPA forms 7550-8&7550-22. Page 20 of 36

FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
WRF, NC0024236 Renewal Neuse
F.8. Problems at the Treatment Works Attributed to Waste Discharge by the SIU. Has the SIU caused or contributed to any problems(e.g.,
upsets,interference)at the treatment works in the past three years?
❑ Yes X No If yes,describe each episode.
RCRA HAZARDOUS WASTE RECEIVED BY TRUCK, RAIL,OR DEDICATED PIPELINE:
F.9. RCRA Waste. Does the treatment works receive or has It in the past three years received RCRA hazardous waste by truck,rail or dedicated pipe?
0 Yes X No(go to F.12)
F.10. Waste transport. Method by which RCRA waste is received(check allthat
apply):
0 Truck 0 Rail ❑ Dedicated Pipe
F.11. Waste Description. Give EPA hazardous waste number and amount(volume or mass,specify units).
EPA Hazardous Waste Number Amount Units
CERCLA(SUPERFUND)WASTEWATER, RCRA REMEDIATION/CORRECTIVE ACTION
WASTEWATER,AND OTHER REMEDIAL ACTIVITY WASTEWATER:
F.12. Remedlatlon Waste. Does the treatment works currently(or has it been notified that it will)receive waste from remedial activities?
X Yes(complete F.13 through F.15.) ❑ No
F.13. Waste Origin. Describe the site and type of facility at which the CERCLA/RCRA/or other remedial waste originates(or is excepted to orignlate In
the next five years).
Former pesticide formulation facility
F.14. Pollutants. List the hazardous constituents that are received(or are expected to be received). Include data on volume and concentration,if
known. (Attach additional sheets if necessary.)
See Attached
F.15. Waste Treatment
c. Is this waste treated(or will be treated)prior to entering the treatment works?
X Yes ❑ No
If yes,describe the treatment(provide information about the removal efficiency):
20,000 pound main carbon absorption treatment unit and a 200 pound backup carbon absorption treatment unit
d. Is the discharge(or will the discharge be)continuous or intermittent?
X Continuous ❑ Intermittent If intermittent,describe discharge schedule.
.tea �
,10
EPA Form 3510-2A(Rev.1-99). Replaces EPA forms 7550-6&7650-22. Page 21 of 36

FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
WRF, NC0024236 Renewal Neuse
m 0j�' p r x x o ai as 4 1ti S K I
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.,v f'rw 3'�....»a�. ,s., ,vC-�"£i'+ sfi Y�'� .�ro- ,x�,.,n�.2i�h rr,F�k-Ag ,�..r r" �+-.�E'v""'r, Y�".�,�. �� �a, c.$���'"'45-�� L�J�
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..., e .. _, ;. .. � ��,^4,.T-�,x-� .. �� �=`>•�.'_ �max;,
All treatment works receiving discharges from significant Industrial users or which receive RCRA,CERCLA,or other remedial wastes must
complete part F.
GENERAL INFORMATION:
F Pretreatmentprogram. Does the treatment works have,or is subject ot,an approved pretreatment program?
.1. Pret atmen 1 Pp
X Yes ❑ No
F.2. Number of Significant Industrial Users(SIUs)and Categorical Industrial Users(CIOs). Provide the number of each of the following types of
industrial users that discharge to the treatment works.
e. Number of non-categorical SI Us. 5
f. Number of CIOs. 3
SIGNIFICANT INDUSTRIAL USER INFORMATION:
Supply the following information for each SIU. If more than one SIU discharges to the treatment works,copy questions F.3 through F.8 and
provide the Information requested for each SIU.
F.3. Significant Industrial User Information. Provide the name and address of each SIU discharging to the treatment works. Submit additional pages
as necessary.
Name: Domestic Fabrics and Blankets
Mailing Address: 2002 W.Vernon Ave
Kinston,NC 28501
F.4. Industrial Processes. Describe all the industrial processes that affect or contribute to the SIU's discharge.
Domestic.Process,and Boiler blow-down
F.6. Principal Product(s)and Raw Material(s). Describe all of the principal processes and raw materials that affect or contribute to the SIU's
discharge.
Principal product(s): Knit Fabric
Raw material(s): Cotton,Polyester,Nylon
F.6. Flow Rate.
e. Process wastewater flow rate. Indicate the average daily volume of process wastewater discharge Into the collection system in gallons per
day(gpd)and whether the discharge is continuous or intermittent.
7,422 gpd (yes continuous or intermittent)
f. Non-process wastewater flow rate. Indicate the average daily volume of non-process wastewater flow discharged into the collection system
in gallons per day(gpd)and whether the discharge is continuous or intermittent.
11.000 gpd (yes continuous or Intermittent)
F.7. Pretreatment Standards. Indicate whether the SIU is subject to the following:
a. Local limits X Yes ❑ No
b. Categorical pretreatment standards ❑ Yes X No
If subject to categorical pretreatment standards,which category and subcategory?
EPA Form 3510-2A(Rev.1-99). Replaces EPA forms 7550-6&7550-22. Page 22 of 36

FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
WRF, NC0024236 Renewal Neuse
F.B. Problems at the Treatment Works Attributed to Waste Discharge by the SIU. Has the SIU caused or contributed to any problems(e.g.,
upsets,interference)at the treatment works in the past three years?
❑ Yes X No If yes,describe each episode.
RCRA HAZARDOUS WASTE RECEIVED BY TRUCK,RAIL,OR DEDICATED PIPELINE:
F.9. RCRA Waste. Does the treatment works receive or has it in the past three years received RCRA hazardous waste by truck,rail or dedicated pipe?
❑ Yes X No(go to F.12)
F.10. Waste transport. Method by which RCRA waste Is received(check all that apply):
❑ Truck ❑ Rail 0 Dedicated Pipe
F.11. Waste Description. Give EPA hazardous waste number and amount(volume or mass,specify units).
EPA Hazardous Waste Number Amount Units
CERCLA(SUPERFUND)WASTEWATER, RCRA REMEDIATION/CORRECTIVE ACTION
WASTEWATER,AND OTHER REMEDIAL ACTIVITY WASTEWATER:
F.12. Remedlation Waste. Does the treatment works currently(or has It been notified that it will)receive waste from remedial activities?
❑Yes(complete F.13 through F.15.) 0 No
F.13. Waste Origin. Describe the site and type of facility at which the CERCLA/RCRA/or other remedial waste originates(or is excepted to origniate In
the next five years).
F.14. Pollutants. List the hazardous constituents that are received(or are expected to be received). Include data on volume and concentration,if
known. (Attach additional sheets if necessary.)
F.15. Waste Treatment.
a.Is this waste treated(or will be treated)prior to entering the treatment works?
❑Yes ❑ No
If yes,describe the treatment(provide information about the removal efficiency):
b. Is the discharge(or will the discharge be)continuous or Intermittent?
❑ Continuous 0 Intermittent If intermittent,describe discharge schedule.
EPA Form 3510.2A(Rev.1-99). Replaces EPA forms 7550-6&7550-22. Page 23 of 36

•
FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
WRF, NC0024236 Renewal Neuse
�
P3ND"ST IAI;� SRDISCF/RGE$ R RUEiCLAAJASTS � w
All treatment works receiving discharges from significant Industrial users or which receive RCRA,CERCLA,or other remedial wastes must
complete part F.
GENERAL INFOMrIMM: IMINIIIIIINIIIMMINIIIIIIIMIMMIN
F.1. Pretreatment program. Does the treatment works have,or is subject ot,an approved pretreatment program?
X Yes ❑ No
F.2. Number of Significant Industrial Users(SIUs)and Categorical Industrial Users(CMOs). Provide the number of each of the following types of
industrial users that discharge to the treatment works.
g. Number of non-categorical SlUs. 5
h. Number of ClUs. 3
SIGNIFICANT INDUSTRIAL USER INFORMATION:
Supply the following information for each SIU. If more than one SIU discharges to the treatment works,copy questions F.3 through F.8 and
provide the information requested for each SIU.
F.3. Significant Industrial User Information. Provide the name and address of each SIU discharging to the treatment works. Submit additional pages
as necessary.
Name: Electrolux Major Appliances
Mailing Address: 4850 W.Vernon Ave
Kinston.NC 28504
F.4. Industrial Processes. Describe all the industrial processes that affect or contribute to the SIU's discharge.
Domestic,Process,EguipmenUFacility Washdown,&Non-Contact Cooling Water
F.6. Principal Product(s)and Raw Material(s). Describe all of the principal processes and raw materials that affect or contribute to the SIU's
discharge.
Principal product(s): Household Dishwashers
Raw material(s): Plastics.Steel.PVC coatings,Parcolene 2087&50 NC,Bonderite 880.Accelerator 131.Caustic Soda,Muratic Acid
F.6. Flow Rate.
g. Process wastewater flow rate. Indicate the average daily volume of process wastewater discharge Into the collection system in gallons per
day(gpd)and whether the discharge is continuous or intermittent.
51.115 gpd (ves continuous or intermittent)
h. Non-process wastewater flow rate. Indicate the average daily volume of non-process wastewater flow discharged into the collection system
in gallons per day(gpd)and whether the discharge is continuous or intermittent.
26,704 gpd (yes continuous or Intermittent)
F.7. Pretreatment Standards. Indicate whether the SIU Is subject to the following:
a. Local limits X Yes 0 No
b. Categorical pretreatment standards X Yes ❑No
If subject to categorical pretreatment standards,which category and subcategory?
40 CFR 433(Metal Finishing)
EPA Form 3510-2A(Rev.1-99). Replaces EPA forms 7550-6&7550-22. Page 24 of 36

FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
WRF, NC0024236 Renewal Neuse
F.6. Problems at the Treatment Works Attributed to Waste Discharge by the SIU. Has the SIU caused or contributed to any problems(e.g.,
upsets,interference)at the treatment works in the past three years?
❑ Yes X No If yes,describe each episode.
RCRA HAZARDOUS WASTE RECEIVED BY TRUCK, RAIL,OR DEDICATED PIPELINE:
F.9. RCRA Waste. Does the treatment works receive or has it In the past three years received RCRA hazardous waste by truck,rail or dedicated pipe?
0 Yes X No(go to F.12)
F.10. Waste transport. Method by which RCRA waste Is received(check all that apply):
0 Truck 0 Rail ❑ Dedicated Pipe
F.11. Waste Description. Give EPA hazardous waste number and amount(volume or mass,specify units).
EPA Hazardous Waste Number Amount Units
CERCLA(SUPERFUND)WASTEWATER,RCRA REMEDIATION/CORRECTIVE ACTION .
WASTEWATER,AND OTHER REMEDIAL ACTIVITY WASTEWATER:
F.12. Remediation Waste. Does the treatment works currently(or has It been notified that it will)receive waste from remedial activities?
❑Yes(complete F.13 through F.15.) 0 No
F.13. Waste Origin. Describe the site and type of facility at which the CERCLA/RCRA/or other remedial waste originates(or is excepted to origniate In
the next five years).
F.14. Pollutants. List the hazardous constituents that are received(or are expected to be received). Include data on volume and concentration,if
known. (Attach additional sheets if necessary.)
F.15. Waste Treatment.
a.ls this waste treated(or will be treated)prior to entering the treatment works?
❑Yes ❑ No
If yes,describe the treatment(provide Information about the removal efficiency):
b. Is the discharge(or will the discharge be)continuous or intermittent?
D Continuous ❑ Intermittent If intermittent,describe discharge schedule.
i q 1 rI ILL* ,.,d. kr r s e a ,, ,,,�,..yr s-.;4V-2..;-..:sti.c' � ,12.'-',T,sr 4- " `s.
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EPA Form 3510-2A(Rev.1-99). Replaces EPA forms 7550-6&7550-22. Page 25 of 36

FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
WRF, NC0024236 Renewal Neuse
k .:t.W- ,x.r. a`.VrAi.'.
vrk�5i ��:.t�. C� *,fix- � s..��v vaz' c ys.,,x`�'.. aG�+ fi�'���,
j< irora-R"rS D IOOERC $S '; r b,_
All treatment works receiving discharges from significant industrial users or which receive RCRA,CERCLA,or other remedial wastes must
complete part F.
GENERAL INFORMATION:
F.1. Pretreatment program. Does the treatment works have,or is subject ot,an approved pretreatment program?
XYes ❑ No
F.2. Number of Significant Industrial Users(Sills)and Categorical Industrial Users(CIUs). Provide the number of each of the following types of
industrial users that discharge to the treatment works.
I. Number of non-categorical SIUs. 5
j. Number of CIOs. 3
SIGNIFICANT INDUSTRIAL USER INFORMATION:
Supply the following Information for each SIU. If more than one SIU discharges to the treatment works,copy questions F.3 through F.8 and
provide the information requested for each SIU.
F.3. Significant Industrial User Information. Provide the name and address of each SIU discharging to the treatment works. Submit additional pages
as necessary.
Name: Lenox China
Mailing Address: 1800 Dobbs Farm Road
Kinston,NC 28504
F.4. Industrial Processes. Describe all the industrial processes that affect or contribute to the SIU's discharge.
Process,Euuioment/Facility washdown,Domestic
F.5. Principal Product(s)and Raw Material(s). Describe all of the principal processes and raw materials that affect or contribute to the SIU's
discharge.
Principal product(s): Fine China Tableware
Raw material(s): Plaster,insoluble calcium phosphate,alumino-silicate,silica,around glass frits(unleaded),ceramic colors&stains,zinc
oxide,precious metals
F.6. Flow Rate.
i. Process wastewater flow rate. Indicate the average daily volume of process wastewater discharge into the collection system in gallons per
day(gpd)and whether the discharge is continuous or intermittent.
13,830 gpd (yes continuous or intermittent)
j. Non-process wastewater flow rate. Indicate the average daily volume of non-procass wastewater flow discharged into the collection system
in gallons per day(gpd)and whether the discharge is continuous or intermittent.
4,000 gpd (yes continuous or intermittent)
F.?. Pretreatment Standards. Indicate whether the SIU is subject to the following:
a. Local limits X Yes ❑ No
b. Categorical pretreatment standards ❑Yes X No
If subject to categorical pretreatment standards,which category and subcategory?
EPA Form 3510-2A(Rev.1-99). Replaces EPA forms 7550-6&7550-22. Page 26 of 36

FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
WRF, NC0024236 Renewal Neuse
F.B. Problems at the Treatment Works Attributed to Waste Discharge by the SIU. Has the Sill caused or contributed to any problems(e.g.,
upsets,interference)at the treatment works in the past three years?
0 Yes X No If yes,describe each episode.
RCRA HAZARDOUS WASTE RECEIVED BY TRUCK,RAIL,OR DEDICATED PIPELINE:
F.9. RCRA Waste. Does the treatment works receive or has it in the past three years received RCRA hazardous waste by truck,rail or dedicated pipe?
❑ Yes X No(go to F.12)
F.10. Waste transport Method by which RCRA waste is received(check all that apply):
El Truck ❑ Rail ❑ Dedicated Pipe
F.11. Waste Description. Give EPA hazardous waste number and amount(volume or mass,specify units).
EPA Hazardous Waste Number Amount Units
CERCLA(SUPERFUND)WASTEWATER,
RCRA REMEDIATION/CORRECTIVE ACTION
WASTEWATER,AND OTHER REMEDIAL ACTIVITY WASTEWATER:
F.12. Remediation Waste. Does the treatment works currently(or has it been notified that it will)receive waste from remedial activities?
0 Yes(complete F.13 through F.15.) ❑ No
F.13. Waste Origin. Describe the site and type of facility at which the CERCLA/RCRA/or other remedial waste originates(or is excepted to origniate in
the next five years).
F.14. Pollutants. List the hazardous constituents that are received(or are expected to be received). Include data on volume and concentration,if
known. (Attach additional sheets if necessary.)
F.15. Waste Treatment.
a.Is this waste treated(or will be treated)prior to entering the treatment works?
❑Yes ❑ No
If yes,describe the treatment(provide information about the removal efficiency):
b. Is the discharge(or will the discharge be)continuous or intermittent?
❑ Continuous El Intermittent If intermittent,describe discharge schedule.
•r - _;,;r., ! f d " S" "%`'"'".ir"c'.f'.f � - s '" r PsS" r/ �" '�7l?,.a' f
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EPA Form 3510-2A(Rev.1-99). Replaces EPA forms 7550-6&7550-22. Page 27 of 36

FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
WRF, NC0024236 Renewal Neuse
>,saxv ':e wr., �+c,.,... ao- ��s.
fp T NbUS7l agraR.'DI
All treatment works receiving discharges from significant Industrial users or which receive RCRA,CERCLA,or other remedial wastes must
complete part F.
GENERAL INFORMATION:
F.1. Pretreatment program. Does the treatment works have,or is subject ot,an approved pretreatment program?
X Yes ❑ No
F.2. Number of Significant Industrial Users(SIUs)and Categorical Industrial Users(CIOs). Provide the number of each of the following types of
industrial users that discharge to the treatment works.
k. Number of non-categorical Sills. 5
I. Number of CIUs. 3
SIGNIFICANT INDUSTRIAL USER INFORMATION:
Supply the following information for each SIU. If more than one SIU discharges to the treatment works,copy questions F.3 through F.8 and
provide the Information requested for each SIU.
F.3. Significant Industrial User Information. Provide the name and address of each SIU discharging to the treatment works. Submit additional pages
as necessary.
Name: Smithfield Packing K2 Facility
Mailing Address: 1780 Smithfield Way
Kinston,NC 28504
F.4. Industrial Processes. Describe all the industrial processes that affect or contribute to the SIU's discharge.
Domestic,Process,Equipment washdown,non-contact cooling water,boiler blowdown.
F.5. Principal Product(s)and Raw Material(s). Describe all of the principal processes and raw materials that affect or contribute to the SIU's
discharge.
Principal product(s): Bone-in ham&hotdogs
Raw material(s): Salt,Phosphate,Dextrose,Nitrite.Pork,Turkey,Honey,Liquid Smoke
F.6. Flow Rate.
k. Process wastewater flow rate. Indicate the average daily volume of process wastewater discharge into the collection system in gallons per
day(gpd)and whether the discharge is continuous or intermittent.
240.850 gpd (yes continuous or intermittent)
I. Non-process wastewater flow rate. Indicate the average daily volume of non-process wastewater flow discharged into the collection system
in gallons per day(gpd)and whether the discharge is continuous or intermittent.
444.000 gpd (yes continuous or intermittent)
F.7. Pretreatment Standards. Indicate whether the SIU is subject to the following:
a. Local limits X Yes 0 No
b. Categorical pretreatment standards 0 Yes X No
If subject to categorical pretreatment standards,which category and subcategory?
EPA Form 3510-2A(Rev.1-99). Replaces EPA forms 7550-6&7550-22. Page 28 of 36

FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
WRF, NC0024236 Renewal Neuse
F.B. Problems at the Treatment Works Attributed to Waste Discharge by the SIU. Has the SIU caused or contributed to any problems(e.g.,
upsets,Interference)at the treatment works in the past three years?
❑ Yes X No If yes,describe each episode.
RCRA HAZARDOUS WASTE RECEIVED BY TRUCK, RAIL,OR DEDICATED PIPELINE:
F.9. RCRA Waste. Does the treatment works receive or has it in the past three years received RCRA hazardous waste by truck,rail or dedicated pipe?
❑ Yes X No(go to F.12)
F.10. Waste transport. Method by which RCRA waste is received(check all that apply):
0 Truck 0 Rail 0 Dedicated Pipe
F.11. Waste Description. Give EPA hazardous waste number and amount(volume or mass,specify units).
EPA Hazardous Waste Number Amount Units
CERCLA(SUPERFUND)WASTEWATER,RCRA REMEDIATION/CORRECTIVE ACTION
WASTEWATER,AND OTHER REMEDIAL ACTIVITY WASTEWATER:
F.12. Remediation Waste. Does the treatment works currently(or has it been notified that It will)receive waste from remedial activities?
❑Yes(complete F.13 through F.15.) ❑ No
F.13. Waste Origin. Describe the site and type of facility at which the CERCLA/RCRA/or other remedial waste originates(or is excepted to origniate in
the next five years).
F.14. Pollutants. List the hazardous constituents that are received(or are expected to be received). include data on volume and concentration,if
known. (Attach additional sheets if necessary.)
F.15. Waste Treatment.
a.Is this waste treated(or will be treated)prior to entering the treatment works?
❑Yes ❑ No
If yes,describe the treatment(provide information about the removal efficiency):
b. Is the discharge(or will the discharge be)continuous or intermittent?
0 Continuous ❑ Intermittent If Intermittent,describe discharge schedule.
rt°Z 2 a ry .-TSS .r..,. .,ux+ 1.r% 't':'
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EPA Form 3510-2A(Rev.1-99). Replaces EPA forms 7550-0&7550-22. Page 29 of 36

FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
WRF, NC0024236 Renewal Neuse
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-'i l�k&� xp��.y�' .N.er7'1a7sa-z.?t�+r.xmti�rxj�°`r 7�?'iw�'*r�,a s m�°a -�a �.�t z-^T i�� � ,ga,.-"X-d"�a x �q
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All treatment works receiving discharges from significant industrial users or which receive RCRA,CERCLA,or other remedial wastes must
complete part F.
GENERAL INFORMATION:
F.1. Pretreatment program. Does the treatment works have,or is subject ot,an approved pretreatment program?
X Yes ❑ No
F.2. Number of Significant Industrial Users(SIUs)and Categorical Industrial Users(CIUs). Provide the number of each of the following types of
Industrial users that discharge to the treatment works.
m. Number of non-categorical SIUs. 5
n. Number of CIOs. 3
SIGNIFICANT INDUSTRIAL USER INFORMATION:
Supply the following information for each SIU. If more than one SIU discharges to the treatment works,copy questions F.3 through F.8 and
provide the information requested for each SIU.
F.3. Significant Industrial User Information. Provide the name and address of each SIU discharging to the treatment works. Submit additional pages
as necessary.
Name: West Pharmaceutical Services
Mailing Address: 1028 Innovation Way
Kinston,NC 28504
F.4. Industrial Processes. Describe all the industrial processes that affect or contribute to the SIU's discharge.
Domestic,Process,Equipment washdown,non-contact cooling water,boiler blowdown.
F.6. Principal Product(s)and Raw Material(s). Describe all of the principal processes and raw materials that affect or contribute to the SIU's
discharge.
Principal product(s): Rubber Stoppers
Raw material(s): Rubber,Coconut Oil Soap.Glycerin,kalene,sodium hydroxide,sodium bisulfate,alcohol
F.6. Flow Rate.
m. Process wastewater flow rate. Indicate the average daily volume of process wastewater discharge Into the collection system in gallons per
day(gpd)and whether the discharge is continuous or intermittent.
94.104 gpd (yes continuous or intermittent)
n. Non-process wastewater flow rate. Indicate the average daily volume of non-process wastewater flow discharged into the collection system
in gallons per day(gpd)and whether the discharge Is continuous or Intermittent.
23,755 gpd (yes continuous or Intermittent)
F.T. Pretreatment Standards. Indicate whether the SIU Is subject to the following:
a. Local limits X Yes 0 No
b. Categorical pretreatment standards X Yes ❑No
If subject to categorical pretreatment standards,which category and subcategory?
40 CFR 428.76(Rubber Manufacturer)
EPA Form 3510-2A(Rev.1-99). Replaces EPA forms 7550-6&7550-22. Page 30 of 36

FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
WRF, NC0024236 Renewal Neuse
F.8. Problems at the Treatment Works Attributed to Waste Discharge by the SW. Has the SIU caused or contributed to any problems(e.g.,
upsets,Interference)at the treatment works in the past three years?
❑ Yes X No If yes,describe each episode.
RCRA HAZARDOUS WASTE RECEIVED BY TRUCK,RAIL,OR DEDICATED PIPELINE:
F.9. RCRA Waste. Does the treatment works receive or has it in the past three years received RCRA hazardous waste by truck,rail or dedicated pipe?
❑ Yes X No(go to F.12)
F.10. Waste transport. Method by which RCRA waste is received(check of that apply):
❑ Truck 0 Rall 0 Dedicated Pipe
F.11. Waste Description. Give EPA hazardous waste number and amount(volume or mass,specify units).
EPA Hazardous Waste Number Amountni s
CERCLA(SUPERFUND)WASTEWATER,RCRA REMEDIATION/CORRECTIVE ACTION .
WASTEWATER,AND OTHER REMEDIAL ACTIVITY WASTEWATER:
F.12. Remediation Waste. Does the treatment works currently(or has it been notified that it will)receive waste from remedial activities?
D Yes(complete F.13 through F.15.) ❑ No
F.13. Waste Origin. Describe the site and type of facility at which the CERCLA/RCRA/or other remedial waste originates(or Is excepted to origniate In
the next Ove years).
F.14. Pollutants. List the hazardous constituents that are received(or are expected to be received). Include data on volume and concentration,If
known. (Attach additional sheets if necessary.)
F.15. Waste Treatment.
a.is this waste treated(or will be treated)prior to entering the treatment works?
❑Yes ❑ No
If yes,describe the treatment(provide Information about the removal efficiency):
b. Is the discharge(or will the discharge be)continuous or intermittent?
❑ Continuous ❑ Intermittent If intermittent,describe discharge schedule.
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EPA Form 3510-2A(Rev.1-99). Replaces EPA forms 7550-6&7550-22. Page 31 of 36

RIVER BASIN:PERMIT ACTION
FACILITY NAME AND PERMIT NUMBER: REQUESTED:
WRF, NC0024236 Renewal Neuse
/ '-K E a _
10
jtc, F .
?.'''40:4R1-411401:111'
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All treatment works receiving discharges from significant industrial users or which receive RCRA,CERCLA,or other remedial wastes must
complete part F.
GENERAL INFORMATION:
F.1. Pretreatment program. Does the treatment works have,or is subject ot,an approved pretreatment program?
X Yes ❑ No
F.2. Number of Significant Industrial Users(SIUs)and Categorical Industrial Users(CIUs). Provide the number of each of the following types of
industrial users that discharge to the treatment works.
o. Number of non-categorical Sills. 5
p. Number of Gills. 3
SIGNIFICANT INDUSTRIAL USER INFORMATION:
Supply the following information for each SIU. If more than one SW discharges to the treatment works,copy questions F.3 through F.8 and
provide the information requested for each SIU.
F.3. Significant industrial User Information. Provide the name and address of each SIU discharging to the treatment works. Submit additional pages
as necessary.
Name: William Barnet&Son
Mailing Address: P.O.Box 3449
Kinston.NC 28501
F.4. Industrial Processes. Describe all the industrial processes that affect or contribute to the SIU's discharge.
Domestic,Process, boiler biowdown.
F.6. Principal Product(s)and Raw Material(s). Describe all of the principal processes and raw materials that affect or contribute to the SIU's
discharge.
Principal product(s): Staple Fibers
Raw material(s): Manmade fibers.textile finishes
F.6. Flow Rate.
o. Process wastewater flow rate. indicate the average daily volume of process wastewater discharge into the collection system in gallons per
day(gpd)and whether the discharge is continuous or Intermittent.
24.354 gpd (yes continuous or intermittent)
p. Non-process wastewater flow rate. Indicate the average daily volume of non-process wastewater flow discharged into the collection system
in gallons per day(gpd)and whether the discharge is continuous or intermittent.
5,015 gpd (yes continuous or intermittent)
F.7. Pretreatment Standards. Indicate whether the SIU is subject to the following:
a. Local limits X Yes 0 No
b. Categorical pretreatment standards ❑Yes X No
If subject to categorical pretreatment standards,which category and subcategory?
EPA Form 3510-2A(Rev.1-99). Replaces EPA forms 7550-6&7550-22. Page 32 of 36

FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
WRF, NC0024236 Renewal Neuse
F.8. Problems at the Treatment Works Attributed to Waste Discharge by the SIU. Has the SIU caused or contributed to any problems(e.g.,
upsets,interference)at the treatment works in the past three years?
❑ Yes X No If yes,describe each episode.
RCRA HAZARDOUS WASTE RECEIVED BY TRUCK,RAIL,OR DEDICATED PIPELINE:
F.S. RCRA Waste. Does the treatment works receive or has it in the past three years received RCRA hazardous waste by truck,rail or dedicated pipe?
❑ Yes X No(go to F.12)
F.10. Waste transport. Method by which RCRA waste Is received(check all that apply):
❑ Truck ❑ Rail ❑ Dedicated Pipe
F.11. Waste Description. Give EPA hazardous waste number and amount(volume or mass,specify units).
EPA Hazardous Waste Number Amount Upla
CERCLA(SUPERFUND)WASTEWATER,RCRA REMEDIATION/CORRECTIVE ACTION .
WASTEWATER,AND OTHER REMEDIAL ACTIVITY WASTEWATER:
F.12. Remediation Waste. Does the treatment works currently(or has it been notified that it will)receive waste from remedial activities?
❑Yes(complete F.13 through F.15.) ❑ No
F.13. Waste Origin. Describe the site and type of facility at which the CERCLA/RCRA/or other remedial waste originates(or is excepted to origniate in
the next five years).
F.14. Pollutants. List the hazardous constituents that are received(or are expected to be received). Include data on volume and concentration,if
known. (Attach additional sheets if necessary.)
F.15. Waste Treatment.
a.Is this waste treated(or will be treated)prior to entering the treatment works?
❑Yes ❑ No
If yes,describe the treatment(provide Information about the removal efficiency):
b. Is the discharge(or will the discharge be)continuous or intermittent?
❑ Continuous ❑ Intermittent If Intermittent,describe discharge schedule.
Uge
m �'�-x.",.€E^„".;,-3-'E-r?e3•,= "��_'-"�,N,.E n � r ® �" ^ "
ito
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y
EPA Form 3510-2A(Rev.1•9B). Replaces EPA forms 7550-6&7550-22. Page 33 of 36

. .,.._� r'�is'u�3,u`'�,,.,- ..:. �;. 74�' n"'. .,,. .��'.T T Z�..x, _-u�+7•-s ate.-�-t-.�il.zS'�..`
s�# +-t-'� -
��an7VjE� �q�- J z c o-""� Jam` ^s- .r *zi �`,n' a#± �._.-u�fjt*!6T .....
..��.,. a`'.,Yk.,�r:.- s'.5s-.....�:.x�. .:,,�. .�.«_aa_a�s...:. :r�r .., ��e'.,2._�T.._ r'# Sc..F �,r__ r., �,
If the treatment works has a combined sewer system,complete Part G.
0.1. System Map. Provide a map indicating the following: (may be Included with Basic Application Information)
a. All CSO discharge points.
b. Sensitive use areas potentially affected by CSOs(e.g.,beaches,drinking water supplies,shellfish beds,sensitive aquatic ecosystems,and
outstanding natural resource waters).
c. Waters that support threatened and endangered species potentially affected by CSOs.
G.2. System Diagram. Provide a diagram,either in the map provided in G.1 or on a separate drawing,of the combined sewer collection system that
includes the following information.
a. Location of major sewer trunk lines,both combined and separate sanitary.
b. Locations of points where separate sanitary sewers feed into the combined sewer system.
c. Locations of in-line and off-line storage structures.
d. Locations of flow-regulating devices.
e. Locations of pump stations.
CSO OUTFALLS:
Complete questions G.3 through 0.6 once for each CSO discharge point.
G.3. Description of Outfall.
a. Outfall number
b. Location
(City or town,if applicable) (Zip Code)
(County) (State)
(Latitude) (Longitude)
c. Distance from shore(if applicable) ft.
d. Depth below surface(if applicable) ff.
e. Which of the following were monitored during the last year for this CSO?
❑ Rainfall ❑ CSO pollutant concentrations ❑ CSO frequency
❑ CSO flow volume ❑ Receiving water quality
•
f. How many storm events were monitored during the last year?
G.4. CSO Events.
a. Give the number of CSO events in the last year.
events (0 actual or❑approx.)
b. Give the average duration per CSO event.
hours (❑actual or❑approx.)
EPA Form 3510-2A(Rev.1-99). Replaces EPA forms 7550-6&7550-22. Page 34 of 36

FACILITY NAME AND PERMIT NUMBER: — PERMIT ACTION REQUESTED: RIVER BASIN:
WRF, NC0024236 Renewal Neuse
c. Give the average volume per CSO event.
million gallons(❑actual or 0 approx.)
d. Give the minimum rainfall that caused a CSO event In the last year
Inches of rainfall
G.6. Description of Receiving Waters.
a. Name of receiving water:
b. Name of watershed/river/stream system:
United State Soil Conservation Service 14-digit watershed code(if known):
•s
c. Name of State Management/River Basin:
United States Geological Survey 8-digit hydrologic cataloging unit code(if known):
G.6. CSO Operations.
Describe any known water quality impacts on the receiving water caused by this CSO(e.g.,permanent or intermittent beach closings,permanent or
Intermittent shell fish bed closings,fish kills,fish advisories,other recreational loss,or violation of any applicable State water quality standard).
END OF PART G.
{ REFER TO THE APPLICATION OVERVIEW (PAGE 1) TO DETERMINE WHICH OTHER PARTS
OF FORM 2A YOU MUST COMPLETE.
EPA Form 3510-2A(Rev.1-99). Replaces EPA forms 7550-6&7560-22. Page 35 of 36

A 'A
NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory John E. Skvarla, III
Governor Secretary
April 14,2014
Kenneth Stevens
Environmental Compliance Supervisor
Kinston Regional Water Reclamation Facility
2101 Becton Farm Road
Kinston,NC 28501
Subject: Issuance of NPDES Permit
Permit NC0024236
Kinston Regional WRF
Lenoir County
Class IV
Dear Mr. Stevens:
Division personnel have reviewed and approved your application for renewal of the subject
permit. Accordingly, we are forwarding the attached NPDES permit. This permit is issued pursuant to
the requirements of North Carolina General Statute 143-215.1 and the Memorandum of Agreement
between North Carolina and the U.S. Environmental Protection Agency dated October 15, 2007 (or as
subsequently amended).
Proposed federal regulations require electronic submittal, of all discharge monitoring reports
(DMRs) and specify that, if a state does not establish a system to receive such submittals, then
Permittees must submit DMRs electronically to the Environmental Protection Agency (EPA). The
Division anticipates that these regulations will be adopted and is beginning implementation.
The requirement to begin reporting discharge monitoring data electronically using the NC
DWR's Electronic Discharge Monitoring Report (eDMR) intemet application has been added to this
permit. For information on eDMR, registering for eDMR and obtaining an eDMR user account,please
visit the following web page:
http://portal.ncdenr.org/web/wq/admin/bog/ipuiedmr.
For information on EPA's proposed NPDES Electronic Reporting Rule, please visit the following web
site:
http://www2.epa.gov/compliance/proposed-npdes-electronic-reporting-rule.
1617 Mail Service Center,Raleigh,North Carolina 27699-1617
Phone:[phone] Internet:www.ncwaterquality.org
An Equal OpportunityWffirmative Action Employer

Kenneth Stevens,Environmental Compliance Supervisor
April 14,2014
Page 2 of 2
Summary of Changes in Final Permit
1) Special condition A. (8)ELECTRONIC REPORTING OF DISCHARGE MONITORING
REPORTS with compliance date of February 1, 2015 was added This is required to meet
future US EPA eDMR regulations.
2) Special condition A. (7) MERCURY MINIMIZATION PLAN with compliance date of
November 1, 2014 was added This is required to meet the US EPA approved mercury
TMDL.
3) Special condition A. (6)EFFLUENT POLLUTANT SCAN was reduced to 3 seasonal scans .
in designated years. Test method 1631E will be designated for mercury. This is required to
meet the next renewal application US EPA criteria.
4) Technical corrections and updates to treatment components list, to special conditions A. (3)
ANNUAL LIMITS FOR TOTAL NITROGEN,A. (4) TOTAL NITROGEN ALLOCATIONS,
and A. (5) CHRONIC TOXICITY PERMIT LIMIT were completed
If any parts, measurement frequencies or sampling requirements contained in this permit are
unacceptable to you, you have the right to an adjudicatory hearing upon written request within thirty
(30) days following receipt of this letter. This request must be in the form of a written petition,
conforming to Chapter 150B of the North Carolina General Statutes, and filed with the Office of
Administrative Hearings (6714 Mail Service Center, Raleigh, North Carolina 27699-6714). Unless
such demand is made,this decision shall be final and binding.
Please note that this permit is not transferable except after notice to the Division.. The Division
may require modification or revocation and reissuance of the permit. This permit does not affect the
legal requirements to obtain other permits which may be required by the Division of Water Resources
or permits required by the Division of Land Resources,the Coastal Area Management Act or any other
federal or local governmental permits that may be required.
If you have any questions concerning this permit, please contact Ron Berry at telephone
number(919) 807-6396 or at email [e-mail].
Sincerely,
tYM
41 Thomas A.Reeder,Director
Division of Water Resources,NCDENR
Attachments
Cc: Washington Regional Office/Water Quality Programs
EPA Region IV(email)
Email:[e-mail]
WSS/Aquatic Toxicology Branch/Susan Meadows(email)
WSS/Ecosystems Branch/Carrie Ruhlman(email)
WSS/Ecosystems Branch/Steve Kroeger(email)
Central Files
NPDES File

Permit NC0024236
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER RESOURCES
PERMIT
TO DISCHARGE WASTEWATER UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provisions of North Carolina General Statute 143-215.1,other lawful
standards and regulations promulgated and adopted by the North Carolina Environmental
Management Commission,and the Federal Water Pollution Control Act,as amended,
City of Kinston
is hereby authorized to discharge wastewater from a facility located at
Kinston Regional Water Reclamation Facility (WRF)
2131 Becton Farm Road
Kinston
Lenoir County
to receiving waters designated as the Neuse River in the Neuse River Basin in accordance with the
discharge limitations,monitoring requirements,and other conditions set forth in Parts I,II,III,and
IV hereof.
This permit shall become effective May 1,2014.
This permit and the authorization to discharge shall expire at midnight on January 31,2018.
Signed this day April 14,2014.
Thomas A.Reeder,Director
Division of Water Resources
By the Authority of the Environmental Management Commission
Page 1of12

Permit NC0024236
SUPPLEMENT TO PERMIT COVER SHEET
All previous NPDES Permits issued to this facility, whether for operation or discharge are hereby
revoked, and as of this issuance, any previously issued permit bearing this number is no longer
effective. Therefore, the exclusive authority to operate and discharge from this facility arises under
the permit conditions, requirements, terms, and provisions included herein.
City of Kinston
is hereby authorized to:
1. Continue to operate an existing 11.85 MGD wastewater treatment facility consisting of:
• Two(2)influent pump stations(offsite)
= Two(2)mechanical screens
• One(1)manual screen
• Two(2) 11.85 MGD cyclonic grit removal system
• Influent Parshall Flume
• Influent composite sampler
= BNR/Equalization distribution box
• Three(3)BNR basins rated 4 MGD each includes mixers,blowers,recycle pumps,meters,
and controls
= Two(2)2.25 MG equalization basins with transfer pumps
• Clarifier distribution box
• Three(3) 110 ft diameter secondary clarifiers with RAS ,WAS pumps, and meters
= Four(4) 11.7 ft x 77 ft de-nitrification filters with mud well and backwash transfer pumps
• Methanol chemical feed system(1 -2,000 gallon tank,2-feed pumps)
= Alum chemical feed system(2- 15,000 gallon tanks,2-feed pumps)
• Caustic chemical feed system(2- 15,000 gallon tanks,2-feed pumps)
• Effluent meter
= Four(4)banks UV, 64 lamps per bank,disinfection and controls
= One(1)cascade post aeration basin
• Effluent composite sampler
• Plant reuse pump station (1 - 100 gpm pump, 2 - 245 gpm pumps, with meter, for internal
water use)
• Plant reclaimed water pump station(2 pumps- combined 1,740 gpm with meter, for spray
irrigation 38.45 acres,future)
• Two(2) 740,000 gallon sludge aerobic digesters with blowers and pumps
• One(1) 1.5 MG sludge aerobic digester with mixers and pumps
• Two(2) 376,000 gallon WAS storage tanks with mixer and pumps
• Two(2) 2 meter belt presses with lime stabilization mixer
• One(1) 1,500 cuft lime silo with feed system
• Two(2) 700 gpm plant drain transfer pumps
= Two(2)200 ft x 100 ft covered dewatered solid storage pads
The facility is located at Kinston Regional Wastewater Reclamation Facility, 2101 Becton
Farm Road,Kinston,and Lenoir County.
2. Discharge wastewater from said treatment works at the location specified on the attached map into
the Neuse River,which is classified C-NSW waters in Neuse River Basin.
Page 2 of 12

Permit NC0024236
Part I
A. (1) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS
a. During the period beginning on the effective date of the permit and lasting until expiration, the Permittee is
authorized to discharge treated municipal wastewater from Outfall 001. Such discharges shall be limited and
monitored'by the Permittee as specified below:
EFFLUENT LIMITS MONITORING REQUIRMENTS
Monthly Weekly Daily Measurement Sample Sample
CHARACTERISTICS Average Average Maximum Frequency Type Location 2
Flow 11.85 MGD Continuous RecordingInfluent or
Effluent
Total Monthly Flow,MG 3 Monitor&Report Monthly Calculated Effluent
BOD, 5 day(20°C)4 5.0 mg/L 7.5 mg/L Daily Composite Influent&
(April 1 —October 31) Effluent
BOD, 5 day(20°C)4 10.0 mg/L 15.0 mg/L Daily Composite Influent&
(November 1—March 31) Effluent
Total Suspended Solids 4 30.0 mg/L 45.0 mg/L Daily Composite Influent&
Effluent
NH3 as N 1.0 mg/L 3.0 mg/L Daily Composite Effluent
(April 1—October 31)
NH3 as N 2.0 mg/L 6.0 mg/L Daily Composite Effluent
(November 1 —March 31)
Fecal Coliform 200/100 mL 400/100 mL Daily Grab Effluent
(geometric mean)
Fecal Coliform,#1100 mL3/Week Grab Upstream&
(geometric mean) Downstream
pH Not greater than 9.0 S.U.nor less than 6.0 Daily Grab Effluent
S.U.
Dissolved Oxygen Not less than 6.0 mg/L,daily average Daily Grab Effluent
Dissolved Oxygen,mg/L 3/Week Grab Upstream&
Downstream
Temperature,°C Daily Grab Effluent
Temperature,°C 3/Week Grab Upstream&
Downstream
Conductivity, µmhos/cm Daily Grab Effluent
Conductivity, µmhos/cm 3/Week Grab Upstream&
Downstream
Total Residual Chlorine 5 28 41 3/Week Grab Effluent
TKN,mg/L 6 Monitor&Report Weekly Composite Effluent
NO2-N+NO3-N,mg/L 6 Monitor&Report Weekly Composite Effluent
TN,mg/L 3,6 Monitor&Report Weekly Composite Effluent
Monitor&Report(lb/mo) Monthly Calculated Effluent
TN Load 3
126,711 lb/yr 7 Annually Calculated Effluent
Total Phosphorus 2.0 mg/L(Quarterly Average)8 Weekly Composite Effluent
Total Copper, p.g/L Quarterly Composite Effluent
Total Zinc, it.g/L Quarterly Composite Effluent
Chronic Toxicity 9 Quarterly Composite Effluent
Effluent Pollutant Scan Footnote 10 Effluent
Page 3 of 12

Permit NC0024236
(Continued A. (1) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS)
Footnotes:
1. No later than February 1, 2015, begin submitting discharge monitoring reports electronically
using NC DWR's eDMR application system. See Special Condition A. (8) ELECTRONIC
REPORTING OF DISCHARGE MONITORING REPORTS for details.
2. Sample locations: Upstream - least 100 ft above outfall location on the Neuse River;
Downstream—at Highway 55 Bridge. Instream monitoring is provisionally waived as long as
the Permittee's continues participation in the Lower Neuse Basin Association. Instream
monitoring shall be conducted as stated in this permit should the permittee end its participation
in the Association.
3. 'IMF is the total monthly flow, TN is the TN monthly concentration average, and TN Load is
the mass load of TN discharged in a period of time. See Special Condition A. (2)
CALCULATION OF TOTAL NITROGEN LOADS.
4. The monthly average effluent BODS and Total Suspended Solids concentrations shall not
exceed 15%of the respective influent value(85%removal).
5. Total residual chlorine shall be limited and monitored if chlorine or chlorine derivatives are.
used as a back-up disinfectant. If monitoring is required, the facility shall report all effluent total
residual chlorine values reported by a NC certified laboratory including field certified.
However, effluent values below 50 µg/1 will be treated as zero for compliance purposes.
6. For a given wastewater sample, TN= TKN + (NO2-N +NO3-N), where TN is Total Nitrogen,
TKN is Total Kjeldahl Nitrogen and(NO2-N+NO3-N are Nitrite/Nitrate Nitrogen,respectively.
7. Compliance with this limit shall be determined in accordance with Special Condition A. (3)
ANNUAL LIMITS FOR TOTAL NITROGEN.
8. The quarterly average for total phosphorus shall be the average of composite samples collected
weekly during the calendar quarter (January-March, April-June, July-September, October-
December).
9. Chronic Toxicity (Ceriodaphnia dubia) P/F at 6.1%: January, April, July, and October, see
Special Condition A. (4) CHRONIC TOXICITY PERMIT LIMIT. Toxicity monitoring shall
coincide with any metals and cyanide monitoring,if required.
10. The permittee shall perform three Effluent Pollutant Scans during the term of this permit, see
Special Condition A. (6)EFFLUENT POLLUTANT SCAN.
b. There shall be no discharge of floating solids or visible foam in other than trace amounts.
Page 4 of 12

Permit NC0024236
A. (2)CALCULATION OF TOTAL NITROGEN LOADS
a. The Permittee shall calculate monthly and annual TN Loads as follows:
i. Monthly TN Load(lb/mo)=TN x TMF x 8.34
where:
TN = the average Total Nitrogen concentration (mg/L) of the
composite samples collected during the month
TMF = the Total Monthly Flow of wastewater discharged during the
month(MG/mo)
8.34 = conversion factor,from(mg/L x MG)to pounds
ii. Annual TN Load(lb/yr)=Sum of the 12 Monthly TN Loads for the calendar year
b. The Permittee shall report monthly Total Nitrogen results (mg/L and lb/mo) in the discharge
monitoring report for that month and shall report each year's annual results (lb/yr) in the
December report for that year.
A. (3)ANNUAL LIMITS FOR TOTAL NITROGEN
a. Total Nitrogen (TN) allocations and TN Load limits for NPDES dischargers in the Neuse
River basin are annual limits and are applied for the calendar year.
b. For any given calendar year, the Permittee shall be in compliance with the annual TN Load
limit in this Permit if:
i. the Permittee's annual TN Load is less than or equal to said limit, or
ii. the Permittee is a Co-Permittee Member of a compliance association.
c. If the Permittee is not a co-permittee member of a compliance association and the Peimittee's
cumulative annual TN discharge exceeds the effective TN Load limit in this permit at any
point during the calendar year,the Permittee is in violation of its TN Load limit,and each day
of a continuing violation shall constitute a separate violation.
d. The TN Load limit in this Permit(if any) may be modified as the result of allowable changes
in the Permittee's TN allocation.
i. Allowable changes include those resulting from purchase of TN allocation from the
Wetlands Restoration Fund;purchase,sale,trade, or lease of allocation between the
Permittee and other dischargers;regionalization;and other transactions approved by the
Division.
ii. The Permittee may request a modification of the TN Load limit in this Permit to reflect
allowable changes in its TN allocation. Upon receipt of timely and proper application,the
Division will modify the permit as appropriate and in accordance with state and federal
program requirements.
iii. Changes in TN limits become effective on January 1 of the year following permit
modification. The Division must receive application no later than August 31 for changes
proposed for the following calendar year.
iv. Application shall be sent to:
Page 5of12

Permit NC0024236
(Continued A. (3)ANNUAL LIMITS FOR TOTAL NITROGEN)
NCDWR/Water Quality Permitting Section!Wastewater Branch
Attn:Neuse River Basin Coordinator
1617 Mail Service Center
Raleigh,NC 27699-1617
e. If the Permittee is a member and co-permittee of an approved compliance association, its TN
discharge during that year is governed by that association's group NPDES permit and the TN
limits therein.
i. The Permittee shall be considered a Co-Permittee Member for any given calendar year in
which it is identified as such in Appendix A of the association's group NPDES permit.
ii. Association roster(s)and members'TN allocations will be updated annually and in
accordance with state and federal program requirements.
iii. If the Permittee intends to join or leave a compliance association,the Division must be
notified of the proposed action in accordance with the procedures defined in the
association's NPDES permit.
(1) Upon receipt of timely and proper notification,the Division will modify the permit
as appropriate and in accordance with state and federal program requirements.
(2) Membership changes in a compliance association become effective on January 1 of
the year following modification of the association's permit.
f. The TN monitoring and reporting requirements in this Permit remain in effect until
expiration of this Permit and are not affected by the Permittee's membership in a compliance
association.
A. (4) TOTAL NITROGEN ALLOCATIONS
a. The following table lists the Total Nitrogen (TN) allocation(s) assigned to, acquired by, or
transferred to the Permittee in accordance with the Neuse River nutrient management rule
(T15A NCAC 02B .0234) and the status of each as of permit issuance. For compliance
purposes, this table does not supersede any TN limit(s) established elsewhere in this permit or
in the NPDES permit of a compliance association of which the Permittee is a Co-Permittee
Member.
ALLOCATION
ALLOCATION AMOUNT
TYPE SOURCE DATE STATUS
Estuary Discharge
(lb/yr) (lb/yr)
Base Assigned Rule 12/7/97; 4/1/03 35,479 50,684 Active
0
(T15A NCAC 02B .0234)
Supplemental Connection of Peachtree ___ 53,218 76,026 Active
WWTP,NC0020541
Total 88,697 126,711
Footnote:
1. Transport Factor=70%
Page 6 of 12

Permit NC0024236
(Continued A. (4) TOTAL NITROGEN ALLOCATIONS)
b. Any addition, deletion, or modification of the listed allocation(s) (other than to correct
typographical errors) or any change to Active status of any of the listed allocations shall be
considered a major modification of this permit and shall be subject to the public review process
afforded such modifications under state and federal rules.
A. (5) CHRONIC TOXICITY PERMIT LIMIT(QRTRLY)
The effluent discharge shall at no time exhibit observable inhibition of reproduction or significant
mortality to Ceriodaphnia dubia at an effluent concentration of 6.1 %.
The permit holder shall perform at a minimum, quarterly monitoring using test procedures outlined
in the "North Carolina Ceriodaphnia Chronic Effluent Bioassay Procedure," Revised December
2010, or subsequent versions or "North Carolina Phase II Chronic Whole Effluent Toxicity Test
Procedure" (Revised- December 2010) or subsequent versions. The tests will be performed during
the months of January, April, July, and October. These months signify the first month of each three
month toxicity testing quarter assigned to the facility. Effluent sampling for this testing must be
obtained during representative effluent discharge and shall be performed at the NPDES permitted
final effluent discharge below all treatment processes.
If the test procedure performed as the first test of any single quarter results in a failure or ChV
below the permit limit, then multiple-concentration testing shall be performed at a minimum, in
each of the two following months as described in"North Carolina Phase II Chronic Whole Effluent
Toxicity Test Procedure"(Revised-December 2010)or subsequent versions.
All toxicity testing results required as part of this permit condition will be entered on the Effluent
Discharge Monitoring Form (MR-1) for the months in which tests were performed, using the
parameter code TGP3B for the pass/fail results and THP3B for the Chronic Value. Additionally,
DWR Form AT-3 (original)is to be sent to the following address:
Attention: North Carolina Division of Water Resources
Environmental Sciences Section
1621 Mail Service Center
Raleigh,North Carolina 27699-1621
Completed Aquatic Toxicity Test Forms shall be filed with the Environmental Sciences Section no
later than 30 days after the end of the reporting period for which the report is made.
Test data shall be complete, accurate, include all supporting chemical/physical measurements and
all concentration/response data, and be certified by laboratory supervisor and ORC or approved
designate signature. Total residual chlorine of the effluent toxicity sample must be measured and
reported if chlorine is employed for disinfection of the waste stream.
Should there be no discharge of flow from the facility during a month in which toxicity monitoring
is required, the permittee will complete the information located at the top of the aquatic toxicity
(AT) test form indicating the facility name, permit number, pipe number, county, and the
month/year of the report with the notation of"No Flow" in the comment area of the form. The
report shall be submitted to the Environmental Sciences Section at the address cited above.
Page 7 of 12

Permit NC0024236
(Continued A. (5) CHRONIC TOXICITY PASS/FAIL PERMIT LIMIT)
Should the permittee fail to monitor during a month in which toxicity monitoring is required,
monitoring will be required during the following month. Assessment of toxicity compliance is
based on the toxicity testing quarter, which is the three month time interval that begins on the first
day of the month in which toxicity testing is required by this permit and continues until the final day
of the third month.
Should any test data from this monitoring requirement or tests performed by the North Carolina
Division of Water Resources indicate potential impacts to the receiving stream, this permit may be
re-opened and modified to include alternate monitoring requirements or limits.
If the Permittee monitors any pollutant more frequently then required by this permit, the results of
such monitoring shall be included in the calculation&reporting of the data submitted on the DMR
&all AT Form submitted.
NOTE: Failure to achieve test conditions as specified in the cited document, such as minimum
control organism survival, minimum control organism reproduction, and appropriate
environmental controls, shall constitute an invalid test and will require immediate follow-up testing
to be completed no later than the last day of the month following the month of the initial monitoring
Page 8 of 12

Permit NC0024236
A. (6) EFFLUENT POLLUTANT SCAN
The Permittee shall perform a total of three (3) Effluent Pollutant Scans for all parameters listed below.
One scan must be performed in each of the following years: 2014, 2015, and 2016. Analytical methods
shall be in accordance with 40 CFR Part 136 and shall be sufficiently sensitive to determine whether
parameters are present in concentrations greater than applicable standards and criteria. Samples should
be collected with one quarterly toxicity test each year,and must represent seasonal variation [i.e., do not
sample in the same quarter every year]. Unless otherwise indicated, metals shall be analyzed as "total
recoverable."
Ammonia(as N) Trans-l,2-dichloroethyleue Bis(2-chloroethyI)ether
Chlorine,total residual (TRC) 1,I-dichloroethylene Bis(2-chloroisopropyl)ether
Dissolved oxygen 1,2-dichloropropane Bis(2-ethylhexyl)phthalate
Nitrate/Nitrite 1,3-dichloropropylene 4-bromophenyl phenyl ether
Kjeldahl nitrogen Ethylbenzene Butyl benzyl phthalate
Oil and grease Methyl bromide 2-chloronaphthalene
Phosphorus Methyl chloride 4-chlorophenyl phenyl ether
Total dissolved solids Methylene chloride Chrysene
Hardness 1,1,2,2-tetrachloroethane Di-n-butyl phthalate
Antimony Tetrachloroethylcne Di-n-octyl phthalate
Arsenic Toluene Dibenzo(a,h)anthracene
Beryllium 1,1,1-trichloroethane 1,2-dichlorobenzene
Cadmium 1,1,2-trichloroethane 1,3-dichlorobenzene
Chromium Trichloroethylene 1,4-dichlorobenzene
Copper Vinyl chloride 3,3-dichlorobenzidine
Lead Acid-extractable Compounds Diethyl phthalate
Mercury (Method 1631E) P-chloro-m-creso Dimethyl phthalate
Nickel 2-chlorophenol 2,4-dinitrotoluene
Selenium 2,4-dichlorophenol 2,6-dinitrotoluene
Silver 2,4-dimethylphenol 1,2-diphenylhydrazine
Thallium 4,6-dinitro-o-cresol Fluoranthene
Zinc 2,4-dinitrophenol Fluorene
Cyanide 2-nitrophenol Hexachlorobenzene
Total phenolic compounds 4-nitrophenol Hexachlorobutadiene
Volatile Organic Compounds Pentachlorophenol Hexachlorocyclo-pentadiene
Acrolein Phenol Hexachloroethane
Acrylonitrile 2,4,6-trichlorophenol Indeno(1,2,3-cd)pyrene
Benzene Base-neutral Compounds Isophorone
Bromoform Acenaphthene Naphthalene
Carbon tetrachloride Acenaphthylene Nitrobenzene
Chlorobenzene Anthracene N-nitrosodi-n-propylamine
Chlorodibromomethane Benzidine N-nitrosodimethylamine
Chloroethane Benzo(a)anthracene N-nitrosodiphenylamine
2-chloroethylvinyl ether Benzo(a)pyrene Phenanthrene
Chloroform 3,4 benzofluoranthene Pyrene
Dichlorobromomethane Benzo(ghi)peryIene 1,2,4-trichlorobenzene
1,1-dichloroethane Benzo(k)fluoranthene
1,2-dichloroethane Bis(2-chloroethoxy)methane
Test results shall be reported on DWR Form-A MR-PPA1 (or in a form approved by the Director) by
December 3151 of each designated sampling year. The report shall be submitted to the following address:
NC DENR/DWR/Central Files
1617 Service Center
Raleigh,North Carolina 27699-1617
Page 9 of 12

Permit NC0024236
A. (7) Mercury Minimization Plan
The permittee shall develop and implement a mercury minimization plan during this permit term.
The MMP shall be developed within 180 days of the NPDES Permit Effective Date, and shall be
available for inspection on-site. A sample MMP was developed through a stakeholder review
process and has been placed on the Division website for guidance:
http://portal.ncdenr.org/web/wq/swp/ps/npdes under"Model Mercury Minimization Plan"
The MMP should place emphasis on identification of mercury contributors and goals for reduction.
Results shall be summarized and submitted with the next permit renewal.
A. (8) ELECTRONIC REPORTING OF DISCHARGE MONITORING REPORTS
Proposed federal regulations require electronic submittal of all discharge monitoring reports
(DMRs) and specify that, if a state does not establish a system to receive such submittals, then
permittees must submit DMRs electronically to the Environmental Protection Agency (EPA). The
Division anticipates that these regulations will be adopted and is beginning implementation in late
2013.
NOTE: This special condition supplements or supersedes the following sections within Part II of
this permit(Standard Conditions for NPDES Permits):
• Section B. (11.) Signatory Requirements
• Section D. (2,) Reporting
• Section D. (6.) Records Retention
• Section E. (5.) Monitoring Reports
1. Reporting [Supersedes Section D. (2.) and Section E. (5.) (a)1
Beginning no later than February 1, 2015, the perrnittee shall begin reporting discharge
monitoring data electronically using the NC DWR's Electronic Discharge Monitoring Report
(eDMR) internet application.
Monitoring results obtained during the previous month(s) shall be summarized for each month
and submitted electronically using eDMR. The eDMR system allows permitted facilities to
enter monitoring data and submit DMRs electronically using the internet. Until such time that
the state's eDMR application is compliant with EPA's Cross-Media Electronic Reporting
Regulation(CROMERR), permittees will be required to submit all discharge monitoring data to
the state electronically using eDMR and will be required to complete the eDMR submission by
printing, signing, and submitting one signed original and a copy of the computer printed eDMR
to the following address:
NC DENR/DWR/Information Processing Unit
ATTENTION: Central Files/eDMR
1617 Mail Service Center
Raleigh,North Carolina 27699-1617
If a permittee is unable to use the eDMR system due to a demonstrated hardship or due to the
facility being physically located in an area where less than 10 percent of the households have
broadband access,then a temporary waiver from the NPDES electronic reporting requirements
Page 10 of 12

Permit NC0024236
(Continued A.(8.)ELECTRONIC REPORTING OF DISCHARGE MONITORING REPORTS)
may be granted and discharge monitoring data may be submitted on paper DMR forms (MR 1,
1.1, 2, 3) or alternative forms approved by the Director. Duplicate signed copies shall be
submitted to the mailing address above.
Requests for temporary waivers from the NPDES electronic reporting requirements must be
submitted in writing to the Division for written approval at least sixty(60)days prior to the date
the facility would be required under this permit to begin using eDMR Temporary waivers shall
be valid for twelve (12) months and shall thereupon expire. At such time, DMRs shall be
submitted
electronically to the Division unless the permittee re-applies for and is granted a new temporary
waiver by the Division.
Information on eDMR and application for a temporary waiver from the NPDES electronic
reporting requirements is found on the following web page:
http://portal.ncdenr.org/web/wq/admin/bog/ipu/edmr
Regardless of the submission method, the first DMR is due on the last day of the month
following the issuance of the permit or in the case of a new facility, on the last day of the month
following the commencement of discharge.
2. Signatory Requirements [Supplements Section B. (11.)(b)and supersedes Section B. (11.)
All eDMRs submitted to the permit issuing authority shall be signed by a person described in
Part II, Section B. (11.)(a) or by a duly authorized representative of that person as described in
Part II, Section B. (11.)(b). A person, and not a position,must be delegated signatory authority
for eDMR reporting purposes.
For eDMR submissions,the person signing and submitting the DMR must obtain an eDMR user
account and login credentials to access the eDMR system. For more information on North
Carolina's eDMR system, registering for eDMR and obtaining an eDMR user account, please
visit the following web page:
http://portal.ncdemn.org/web/wq/admin/bog/ipu/edmr
Certification. Any person submitting an electronic DMR using the state's eDMR system shall
• make the following certification [40 CFR 122.22]. NO OTHER STATEMENTS OF
CERTIFICATION WILL BE ACCEPTED:
"I certify, under penalty of law, that this document and all attachments were prepared under my
direction or supervision in accordance with a system designed to assure that qualified personnel
properly gather and evaluate the information submitted Based on my inquiry of the person or
persons who manage the system, or those persons directly responsible for gathering the
information, the information submitted is, to the best of my knowledge and belief true, accurate,
and complete. I am aware that there are significant penalties for submitting false information,
including the possibility of fines and imprisonment for knowing violations." •
Page 11 of 12

Permit NC0024236
(Continued A.(8.)ELECTRONIC REPORTING OF DISCHARGE MONITORING REPORTS)
3. Records Retention [Supplements Section D. (6.)1
The permittee shall retain records of all Discharge Monitoring Reports, including eDMR
submissions. These records or copies shall be maintained for a period of at least 3 years from
the date of the report. This period may be extended by request of the Director at any time [40
CFR 122.41J.
Page 12 of 12

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Receiving Stream:Neuse River Lenoir County

NPDES Permit Standard Conditions
Page 1 of 18
PART II
STANDARD CONDITIONS FOR NPDES PERMITS
Section A. Definitions
2/Month
Samples are collected twice per month with at least ten calendar days between sampling events.These samples shall be
representative of the wastewater discharged during the sample period.
3/Week
Samples are collected three times per week on three separate calendar days.These samples shall be representative of
the wastewater discharged during the sample period.
Act or"the Act"
The Federal Water Pollution Control Act,also known as the Clean Water Act(CWA),as amended,33 USC 1251,et.
seq.
Annual Average
The arithmetic mean of all"daily discharges"of a pollutant measured during the calendar year. In the case of fecal
coliform,the geometric mean of such discharges.
Arithmetic Mean
The summation of the individual values divided by the number of individual values.
Bypass
The known diversion of waste streams from any portion of a treatment facility including the collection system,which is
not a designed or established or operating mode for the facility.
Calendar Day
The period from midnight of one day until midnight of the next day.However,for purposes of this permit,any
consecutive 24-hour period that reasonably represents the calendar day may be used for sampling.
Calendar Week
The period from Sunday through the following Saturday.
Calendar Quarter
One of the following distinct periods:January through March,April through June,July through September,and
October through December.
Composite Sample
A sample collected over a 24-hour period by continuous sampling or combining grab samples of at least 100 mL in
such a manner as to result in a total sample representative of the wastewater discharge during the sample period.The
Director may designate the most appropriate method(specific number and size of aliquots necessary,the time interval
between grab samples,etc.)on a case-by-case basis. Samples may be collected manually or automatically.Composite
samples may be obtained by the following methods:
(1) Continuous: a single,continuous sample collected over a 24-hour period proportional to the rate of flow.
(2) Constant time/variable volume:a series of grab samples collected at equal time intervals over a 24 hour period
of discharge and combined proportional to the rate of flow measured at the time of individual sample
collection,or
(3) Variable time/constant volume: a series of grab samples of equal volume collected over a 24 hour period with
the time intervals between samples determined by a preset number of gallons passing the sampling point. Flow
measurement between sample intervals shall be determined by use of a flow recorder and totalizer,and the
preset gallon interval between sample collection fixed at no greater than 1/24 of the expected total daily flow at
the treatment system,or
Version 11/09/2011

NPDES Permit Standard Conditions
Page 2 of 18
(4) Constant time/constant volume:a series of grab samples of equal volume collected over a 24-hour period at a
constant time interval.Use of this method requires prior approval by the Director.This method may only be
used in situations where effluent flow rates vary less than 15 percent.The following restrictions also apply:
> Influent and effluent grab samples shall be of equal size and of no less than 100 milliliters
➢ Influent samples shall not be collected more than once per hour.
• Permittees with wastewater treatment systems whose detention time<24 hours shall collect effluent grab
samples at intervals of no greater than 20 minutes apart during any 24-hour period.
> Permittees with wastewater treatment systems whose detention time exceeds 24 hours shall collect effluent
grab samples at least every six hours;there must be a minimum of four samples during a 24-hour sampling
period.
Continuous flow measurement
Flow monitoring that occurs without interruption throughout the operating hours of the facility.Flow shall be
monitored continually except for the infrequent times when there may be no flow or for infrequent maintenance
activities on the flow device.
Daily Discharge
The discharge of a pollutant measured during a calendar day or any 24-hour period that reasonably represents the
calendar day for purposes of sampling.For pollutants measured in units of mass,the"daily discharge"is calculated as
the total mass of the pollutant discharged over the day.For pollutants expressed in other units of measurement,the
"daily discharge"is calculated as the average measurement of the pollutant over the day. (40 CFR 122.2;see also
"Composite Sample,"above.)
Daily Maximum
The highest"daily discharge"during the calendar month.
Daily Sampling
Parameters requiring daily sampling shall be sampled 5 out of every 7 days per week unless otherwise specified in the
permit. Sampling shall be conducted on weekdays except where holidays or other disruptions of normal operations
prevent weekday sampling.If sampling is required for all seven days of the week for any permit parameter(s),that
requirement will be so noted on the Effluent Limitations and Monitoring Page(s).
DWQ or"the Division"
The Division of Water Quality,Department of Environment and Natural Resources.
Effluent
Wastewater discharged following all treatment processes from a water pollution control facility or other point source
whether treated or untreated.
EMC
The North Carolina Environmental Management Commission
EPA
The United States Environmental Protection Agency
Facility Closure
Cessation of all activities that require coverage under this NPDES permit.Completion of facility closure will allow this
permit to be rescinded.
Geometric Mean
The Nth root of the product of the individual values where N=the number of individual values.For purposes of
calculating the geometric mean,values of"0"(or"<[detection level]")shall be considered= 1.
Grab Sample
Individual samples of at least 100 mL collected over aperiod of time not exceeding15 minutes. Grab samples can be
mp P
collected manually. Grab samples must be representative of the discharge(or the receiving stream,for instrcam
samples).
Version 11/09/2011

• NPDES Permit Standard Conditions
Page 3 of 18
Hazardous Substance
Any substance designated under 40 CFR Part 116 pursuant to Section 311 of the CWA.
Instantaneous flow measurement
The flow measured during the minimum time required for the flow measuring device or method to produce a result in
that instance.To the extent practical,instantaneous flow measurements coincide with the collection of any grab
samples required for the same sampling period so that together the samples and flow are representative of the discharge
during that sampling period.
Monthly Average(concentration limit)
The arithmetic mean of all "daily discharges"of a pollutant measured during the calendar month.In the case of fecal
coliform or other bacterial parameters or indicators, the geometric mean of such discharges.
Permit Issuing Authority
The Director of the Division of Water Quality.
Quarterly Average(concentration limit)
The arithmetic mean of all samples taken over a calendar quarter.
Severe property damage
Substantial physical damage to property,damage to the treatment facilities which causes them to become inoperable,or
substantial and permanent loss of natural resources which can reasonably be expected to occur in the absence of a
bypass. Severe property damage excludes economic loss caused by delays in production.
Toxic Pollutant:
Any pollutant listed as toxic under Section 307(a)(1)of the CWA.
Upset
An incident beyond the reasonable control of the Permittee causing unintentional and temporary noncompliance with
permit effluent limitations and/or monitoring requirements.An upset does not include noncompliance caused by
operational error,improperly designed treatment facilities,inadequate treatment facilities,lack of preventive
maintenance,or careless or improper operation.
Weekly Average(concentration limit)
The arithmetic mean of all"daily discharges"of a pollutant measured during the calendar week. In the case of fecal
coliform or other bacterial parameters or indicators, the geometric mean of such discharges.
Section B. General Conditions
1. Duty to Comply
The Permittee must comply with all conditions of this permit.Any permit noncompliance constitutes a violation of
the CWA and is grounds for enforcement action;for permit termination,revocation and reissuance,or
modification;or denial of a permit renewal application [40 CFR 122.41].
a. The Permittee shall comply with effluent standards or prohibitions established under section 307(a)of the
CWA for toxic pollutants and with standards for sewage sludge use or disposal established under section
405(d)of the CWA within the time provided in the regulations that establish these standards or prohibitions or
standards for sewage sludge use or disposal,even if the permit has not yet been modified to incorporate the
requirement.
b. The CWA provides that any person who violates section[s]301,302,306,307,308,318 or 405 of the Act,or
any permit condition or limitation implementing any such sections in a permit issued under section 402,or any
requirement imposed in a pretreatment program approved under sections 402(a)(3)or 402(b)(8)of the Act,is
subject to a civil penalty not to exceed$37,500 per day for each violation. [33 USC 1319(d)and 40 CFR
122.41(a)(2)]
c. The CWA provides that any person who negligently violates sections 301,302,306,307,308,318,or 405 of
the Act,or any condition or limitation implementing any of such sections in a permit issued under section 402
of the Act,or any requirement imposed in a pretreatment program approved under section 402(a)(3)or
402(b)(8)of the Act,is subject to criminal penalties of$2,500 to$25,000 per day of violation,or
Version 11/09/2011

NPDES Permit Standard Conditions
Page 4 of 18
imprisonment of not more than 1 year,or both.In the case of a second or subsequent conviction for a negligent
violation,a person shall be subject to criminal penalties of not more than$50,000 per day of violation,or by
imprisonment of not more than 2 years,or both. [33 USC 1319(c)(1)and 40 CFR 122.41(a)(2)]
d. Any person who knowingly violates such sections,or such conditions or limitations is subject to criminal
penalties of$5,000 to$50,000 per day of violation,or imprisonment for not more than 3 years,or both.In the
case of a second or subsequent conviction for a knowing violation,a person sball be subject to criminal
penalties of not more than$100,000 per day of violation,or imprisonment of not more than 6 years, or both.
[33 USC 1319(c)(2)and 40 CFR 122.41(a)(2)1
e. Any person who knowingly violates section 301,302,303,306,307,308,318 or 405 of the Act,or any permit
condition or limitation implementing any of such sections in a permit issued under section 402 of the Act, and
who knows at that time that he thereby places another person in imminent danger of death or serious bodily
injury,shall,upon conviction,be subject to a fine of not more than$250,000 or imprisonment of not more than
15 years,or both.In the case of a second or subsequent conviction for a knowing endangerment violation,a
person shall be subject to a fine of not more than$500,000 or by imprisonment of not more than 30 years, or
both.An organization,as defined in section 309(c)(3)(B)(iii)of the CWA,shall,upon conviction of violating
the imminent danger provision,be subject to a fine of not more than$1,000,000 and can be fined up to
$2,000,000 for second or subsequent convictions. [40 CFR 122.41(a)(2)]
f. Under state law,a civil penalty of not more than$25,000 per violation maybe assessed against any person
who violates or fails to act in accordance with the terms,conditions,or requirements of a permit. [North
Carolina General Statutes § 143-215.6A]
g. Any person may be assessed an administrative penalty by the Administrator for violating section 301,302,
306,307,308,318 or 405 of this Act,or any permit condition or limitation implementing any of such sections
in a permit issued under section 402 of this Act.Administrative penalties for Class I violations are not to
exceed$16,000 per violation,with the maximum amount of any Class I penalty assessed not to exceed
$37,500.Penalties for Class II violations are not to exceed$16,000 per day for each day during which the
violation continues,with the maximum amount of any Class 11 penalty not to exceed$177,500. [33 USC
1319(g)(2)and 40 CFR 122.41(a)(3)]
2. Duty to Mitigate
The Permittee shall take all reasonable steps to minimize or prevent any discharge or sludge use or disposal in
violation of this permit with a reasonable likelihood of adversely affecting human health or the environment[40
CFR 122.41(d)].
3. Civil and Criminal Liability
Except as provided in permit conditions on"Bypassing"(Part II,C.4),"Upsets"(Part II.C.5)and"Power Failures"
(Part ILC.7),nothing in this permit shall be construed to relieve the Permittee from any responsibilities,liabilities,
or penalties for noncompliance pursuant to NCGS 143-215.3, 143-215.6 or Section 309 of the Federal Act,33 USC
1319.Furthermore,the Permittee is responsible for consequential damages,such as fish kills,even though the
responsibility for effective compliance may be temporarily suspended.
4. Oil and Hazardous Substance Liability
Nothing in this permit shall be construed to preclude the institution of any legal action or relieve the Permittee
from any responsibilities,liabilities,or penalties to which the Permittee is or may be subject to under NCGS 143-
215.75 et seq.or Section 311 of the Federal Act,33 USG 1321.Furthermore,the Permittee is responsible for
consequential damages,such as fish kills,even though the responsibility for effective compliance may be
temporarily suspended.
5. Property Rights
The issuance of this permit does not convey any property rights in either real or personal property,or any exclusive
privileges,nor does it authorize any injury to private property or any invasion of personal rights,nor any
infringement of Federal,State or local laws or regulations[40 CFR I22.41(g)].
6. Onshore or Offshore Construction
This permit does not authorize or approve the construction of any onshore or offshore physical structures or
facilities or the undertaking of any work in any navigable waters.
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7. Severability
The provisions of this permit are severable. If any provision of this permit,or the application of any provision of
this permit to any circumstances,is held invalid,the application of such provision to other circumstances,and the
remainder of this permit,shall not be affected thereby[NCGS 150B-23].
8. Duty to Provide Information •
The Permittee shall furnish to the Permit Issuing Authority,within a reasonable time,any information which the
Permit Issuing Authority may request to determine whether cause exists for modifying,revoking and reissuing,or
terminating this permit or to determine compliance with this permit.The Permittee shall also furnish to the Permit
Issuing Authority upon request,copies of records required by this permit[40 CFR 122.41(1)1
9. Duty to Reapply
If the Permittee wishes to continue an activity regulated by this permit after the expiration date of this permit,the
Permittee must apply for and obtain a new permit[40 CFR 122.41(b)].
10. Expiration of Permit
The Permittee is not authorized to discharge after the expiration date.In order to receive automatic authorization to
discharge beyond the expiration date,the Permittee shall submit such information,forms, and fees as are required
by the agency authorized to issue permits no later than 180 days prior to the expiration date unless permission for a
later date has been granted by the Director.(The Director shall not grant permission for applications to be
submitted later than the expiration date of the existing permit.)[40 CFR 122.21(d)]Any Permittee that has not
requested renewal at least 180 days prior to expiration,or any Permittee that does not have a permit after the
expiration and has not requested renewal at least 180 days prior to expiration,will subject the Permittee to
enforcement procedures as provided in NCGS 143-215.6 and 33 USC 1251 et.seq.
I I. Signatory Requirements
All applications,reports,or information submitted to the Permit Issuing Authority shall be signed and certified 140
CFR 122.41(k)].
a. All permit applications shall be signed as follows:
(1) For a corporation: by a responsible corporate officer.For the purpose of this Section,a responsible
corporate officer means: (a)a president,secretary,treasurer or vice president of the corporation in charge
of a principal business function,or any other personwho performs similar policy or decision making
functions for the corporation,or(b) the manager of one or more manufacturing,production,or operating
facilities,provided,the manager is authorized to make management decisions which govern the operation
of the regulated facility including having the explicit or implicit duty of making major capital investment
recommendations,and initiating and directing other comprehensive measures to assure long term
environmental compliance with environmental laws and regulations;the manager can ensure that the
necessary systems are established or actions taken to gather complete and accurate information for permit
application requirements;and where authority to sign documents has been assigned or delegated to the
manager in accordance with corporate procedures.
(2) For a partnership or sole proprietorship: by a general partner or the proprietor,respectively;or
(3) For a municipality,State,Federal,or other public agency: by either a principal executive officer or
ranking elected official[40 CFR 122.22].
b. All reports required by the permit and other information requested by the Permit Issuing Authority shall be
signed by a person described in paragraph a.above or by a duly authorized representative of that person.A
person is a duly authorized representative only if:
(1) The authorization is made in writing by a person described above;
(2) The authorization specified either an individual or a position having responsibility for the overall operation
of the regulated facility or activity,such as the position of plant manager,operator of a well or well field,
superintendent,a position of equivalent responsibility,or an individual or position having overall
responsibility for environmental matters for the company.(A duly authorized representative may thus be
either a named individual or any individual occupying a named position.);and
(3) The written authorization is submitted to the Permit Issuing Authority[40 CFR 122.22]
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c. Changes to authorization:If an authorization under paragraph(b)of this section is no longer accurate because
a different individual or position has responsibility for the overall operation of the facility,a new authorization
satisfying the requirements of paragraph(b)of this section must be submitted to the Director prior to or
together with any reports,information,or applications to be signed by an authorized representative[40 CFR
122.22]
d. Certification.Any person signing a document under paragraphs a.or b.of this section shall make the following
certification[40 CFR 122.22].NO OTHER STATEMENTS OF CERTIFICATION WILL BE ACCEPTED:
"I certify, under penalty of law, that this document and all attachments were prepared under my direction or
supervision in accordance with a system designed to assure that qualified personnel properly gather and
evaluate the information submitted.Based on my inquiry of the person or persons who manage the system, or
those persons directly responsible for gathering the information, the information submitted is, to the best of my
knowledge and belief true, accurate, and complete.I am aware that there are significant penalties for
submitting false information, including the possibility of fines and imprisonment for knowing violations."
12. Permit Actions
This permit may be modified,revoked and reissued,or terminated for cause.The filing of a request by the
Permittee for a permit modification,revocation and reissuance,or termination,or a notification of planned changes
or anticipated noncompliance does not stay any permit condition[40 CFR 122.41(f)].
13. Permit Modification,Revocation and Reissuance,or Termination
The issuance of this permit does not prohibit the permit issuing authority from reopening and modifying the permit,
revoking and reissuing the permit,or terminating the permit as allowed by the laws,rules,and regulations
contained in Title 40,Code of Federal Regulations,Parts 122 and 123;Title 15A of the North Carolina
Administrative Code,Subchapter 0211.0100;and North Carolina General Statute 143.215.1 et.al.
14. Annual Administering and Compliance Monitoring Fee Requirements
The Permittee must pay the annual administering and compliance monitoring fee within thirty days after being
billed by the Division.Failure to pay the fee in a timely manner in accordance with 15A NCAC 02H.0105(b)(2)
may cause this Division to initiate action to revoke the permit.
Section C. Operation and Maintenance of Pollution Controls
1. Certified Operator
Owners of classified water pollution control systems must designate operators,certified by the Water Pollution
Control System Operators Certification Commission(WPCSOCC),of the appropriate type and grade for the
system,and, for each classification must[T15A NCAC 08G.0201]:
a. designate one Operator In Responsible Charge(ORC)who possesses a valid certificate of the type and grade at
least equivalent to the type and grade of the system;
b. designate one or more Back-up Operator(s)in Responsible Charge(Back-up ORCs)who possesses a valid
certificate of the type of the system and no more than one grade less than the grade of the system,with the
exception of no backup operator in responsible charge is required for systems whose minimum visitation
requirements are twice per year;and
c. submit a signed completed"Water Pollution Control System Operator Designation Form"to the Commission
(or to the local health department for owners of subsurface systems)countersigned by the designated certified
operators,designating the Operator in Responsible Charge(ORC)and the Back-up Operator in Responsible
Charge(Back-up ORC):
(1) 60 calendar days prior to wastewater or residuals being introduced into a new system;or
(2) within 120 calendar days following:
> receiving notification of a change in the classification of the system requiring the designation of a new
Operator in Responsible Charge(ORC)and Back-up Operator in Responsible Charge(Back-up ORC)
of the proper type and grade;or
➢ a vacancy in the position of Operator in Responsible Charge(ORC)or Back-up Operator in
Responsible Charge(Back-up ORC).
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(3) within seven calendar days of vacancies in both ORC and Back-up ORC positions replacing or designating
at least one of the responsibilities.
The ORC of each Class I facility(or the Back-up ORC,when acting as surrogate for the ORC)must:
D Visit the facility as often as is necessary to insure proper operation of the treatment system; the treatment
facility must be visited at least weekly
• Comply with all other conditions of 15A NCAC 08G .0204.
The ORC of each Class II,III and IV facility(or the Back-up ORC,when acting as surrogate for the ORC)must:
• Visit the facility as often as is necessary to insure proper operation of the treatment system;the treatment
facility must be visited at least five days per week,excluding holidays
• Properly manage and document daily operation and maintenance of the facility
• Comply with all other conditions of 15A NCAC 08G .0204.
2. Proper Operation and Maintenance
The Permittee shall at all times properly operate and maintain all facilities and systems of treatment and control
(and related appurtenances)which are installed or used by the Permittee to achieve compliance with the conditions
of this permit.Proper operation and maintenance also includes adequate laboratory controls and appropriate quality
assurance procedures.This provision requires the Permittee to install and operate backup or auxiliary facilities only
when necessary to achieve compliance with the conditions of the permit[40 CFR 122.41(e)].
NOTE: Properly and officially designated operators are fully responsible for all proper operation and maintenance
of the facility,and all documentation required thereof,whether acting as a contract operator[subcontractor]or a
member of the Permittee's staff.
3. Need to Halt or Reduce not a Defense
It shall not be a defense for a Permittee in an enforcement action that it would have been necessary to halt or
reduce the permitted activity in order to maintain compliance with the condition of this permit[40 CFR 122.41(c)].
4. Bypassing of Treatment Facilities
a. Bypass not exceeding limitations[40 CFR 122.41(m)(2)]
The Permittee may allow any bypass to occur which does not cause effluent limitations to be exceeded,but
only if it also is for essential maintenance to assure efficient operation.These bypasses are not subject to the
provisions of Paragraphs b.and c.of this section.
b. Notice[40 CFR 122.41(m)(3)]
(1) Anticipated bypass.If the Permittee knows in advance of the need for a bypass,it shall submit prior notice,
if possible at least ten days before the date of the bypass;including an evaluation of the anticipated quality
and effect of the bypass.
(2) Unanticipated bypass.The Permittee shall submit notice of an unanticipated bypass as required in Part
II.E.6. (24-hour notice).
c. Prohibition of Bypass
(1) Bypass from the treatment facility is prohibited and the Permit Issuing Authority may take enforcement
action against a Permittee for bypass,unless:
(A)Bypass was unavoidable to prevent loss of life,personal injury or severe property damage;
(B) There were no feasible alternatives to the bypass,such as the use of auxiliary treatment facilities,
retention of untreated wastes or maintenance during normal periods of equipment downtime.This
condition is not satisfied if adequate backup equipment should have been installed in the exercise of
reasonable engineering judgment to prevent a bypass which occurred during normal periods of
equipment downtime or preventive maintenance;and
(C) The Permittee submitted notices as required under Paragraph b.of this section.
(2) Bypass from the collection system is prohibited and the Permit Issuing Authority may take enforcement
action against a Permittee for a bypass as provided in any current or future system-wide collection system
permit associated with the treatment facility.
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(3) The Permit Issuing Authority may approve an anticipated bypass,after considering its adverse effects,if
the Permit Issuing Authority determines that it will meet the three conditions listed above in Paragraph c.
(l)of this section.
5. Upsets
a. Effect of an upset[40 CFR 122.41(nX2)]: An upset constitutes an affirmative defense to an action brought for
noncompliance with such technology based permit effluent limitations if the requirements of paragraph b.of
this condition are met.No determination made during administrative review of claims that noncompliance was
caused by upset,and before an action for noncompliance,is final administrative action subject to judicial
review.
b. Conditions necessary for a demonstration of upset:Any Permittee who wishes to establish the affirmative
defense of upset shall demonstrate,through properly signed,contemporaneous operating logs,or other relevant
evidence that:
(1)An upset occurred and that the Permittee can identify the cause(s)of the upset;
(2)The Permittee facility was at the time being properly operated;and
(3)The Permittcc submitted notice of the upset as required in Part 11.E.6.(b)of this permit.
(4)The Permittee complied with any remedial measures required under Part II.13.2.of this permit.
c. Burden of proof[40 CFR 122.41(nx4)]: The Permittee seeking to establish the occurrence of an upset has
the burden of proof in any enforcement proceeding.
6. Removed Substances
Solids,sludges,filter backwash,or other pollutants removed in the course of treatment or control of wastewaters
shall be utilized/disposed of in accordance with NCGS 143-215.1 and in a manner such as to prevent any pollutant
from such materials from entering waters of the State or navigable waters of the United States except as permitted
by the Commission.The Permittee shall comply with all applicable state and Federal regulations governing the
disposal of sewage sludge,including 40 CFR 503,Standards for the Use and Disposal of Sewage Sludge;40 CFR
Part 258,Criteria For Municipal Solid Waste Landfills;and 15A NCAC Subchapter 2T,Waste Not Discharged To
Surface Waters.The Permittee shall notify the Permit Issuing Authority of any significant change in its sludge use
or disposal practices.
7. Power Failures
The Permittee is responsible for maintaining adequate safeguards(as required by 15A NCAC 02H.0124)to
prevent the discharge of untreated or inadequately treated wastes during electrical power failures either by means
of alternate power sources,standby generators or retention of inadequately treated effluent.
Section D. Monitoring and Records
1. Representative Sampling
Samples collected and measurements taken,as required herein,shall be representative of the permitted discharge.
Samples collected at a frequency less than daily shall be taken on a day and time that is representative of the
discharge for the period the sample represents.All samples shall be taken at the monitoring points specified in this
permit and,unless otherwise specified,before the effluent joins or is diluted by any other wastestream,body of
water,or substance.Monitoring points shall not be changed without notification to and the approval of the Permit
Issuing Authority[40 CFR 122.41(j)].
2. Reporting
Monitoring results obtained during the previous month(s)shall be summarized for each month and reported on a
monthly Discharge Monitoring Report(DMR)Form(MR 1, 1.1,2,3)or alternative forms approved by the
Director,postmarked no later than the last calendar day of the month following the completed reporting period.
The first DMR is due on the last day of the month following the issuance of the permit or in the case of a new
facility,on the last day of the month following the commencement of discharge.Duplicate signed copies of these,
and all other reports required herein,shall be submitted to the following address:
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NC DENR/Division of WaterQ tY uali /Surface Water Protection Section
ATTENTION:Central Files
1617 Mail Service Center
Raleigh,North Carolina 27699-1617
3. Flow Measurements
Appropriate flow measurement devices and methods consistent with accepted scientific practices shall be selected
and used to ensure the accuracy and reliability of measurements of the volume of monitored discharges. The
devices shall be installed,calibrated and maintained to ensure that the accuracy of the measurements is consistent
with the accepted capability of that type of device.Devices selected shall be capable of measuring flows with a
maximum deviation of less than 10%from the true discharge rates throughout the range of expected discharge
volumes.Flow measurement devices shall be accurately calibrated at a minimum of once per year and maintained
to ensure that the accuracy of the measurements is consistent with the accepted capability of that type of device.
The Director shall approve the flow measurement device and monitoring location prior to installation.
Once-through condenser cooling water flow monitored by pump logs,or pump hour meters as specified in Part I of
this permit and based on the manufacturer's pump curves shall not be subject to this requirement.
4. Test Procedures
Laboratories used for sample analysis must be certified by the Division.Permittees should contact the Division's
Laboratory Certification Section(919 733-3908 or http://portal.ncdenr.org/web/wq/lab/cert)for information
regarding laboratory certifications.
Facilities whose personnel are conducting testing of field-certified parameters only must hold the appropriate field
parameter laboratory certifications.
Test procedures for the analysis of pollutants shall conform to the EMC regulations(published pursuant to NCGS
143-215.63 et. seq.),the Water and Air Quality Reporting Acts,and to regulations published pursuant to Section
304(g),33 USC 1314,of the CWA(as amended),and 40 CFR 136;or in the case of sludge use or disposal,
approved under 40 CFR 136,unless otherwise specified in 40 CFR 503,unless other test procedures have been
specified in this permit[40 CFR 122.41].
To meet the intent of the monitoring required by this permit,all test procedures must produce minimum detection
and reporting levels that are below the permit discharge requirements and all data generated must be reported down
to the minimum detection or lower reporting level of the procedure.If no approved methods are determined
capable of achieving minimum detection and reporting levels below permit discharge requirements,then the most
sensitive(method with the lowest possible detection and reporting level)approved method must be used.
5. Penalties for Tampering
The CWA provides that any person who falsifies,tampers with,or knowingly renders inaccurate,any monitoring
device or method required to be maintained under this permit shall,upon conviction,be punished by a fine of not
more than$10,000 per violation,or by imprisonment for not more than two years per violation,or by both.If a
conviction of a person is for a violation committed after a first conviction of such person under this paragraph,
punishment is a fine of not more than$20,000 per day of violation,or by imprisonment of not more than 4 years,
or both[40 CFR 122.41].
6. Records Retention
Except for records of monitoring information required by this permit related to the Permittee's sewage sludge use
and disposal activities,which shall be retained for a period of at least five years(or longer as required by 40 CFR
503),the Permittee shall retain records of all monitoring information,including:
' all calibration and maintenance records
> all original strip chart recordings for continuous monitoring instrumentation
➢ copies of all reports required by this permit
➢ copies of all data used to complete the application for this permit
These records or copies shall be maintained for a period of at least 3 years from the date of the sample,
measurement,report or application.This period maybe extended by request of the Director at any time[40 CFR
122.41].
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7. Recording Results
For each measurement or sample taken pursuant to the requirements of this permit,the Permittee shall record the
following information[40 CFR 122.41]:
a. The date,exact place,and time of sampling or measurements;
b. The individual(s)who performed the sampling or measurements;
c. The date(s)analyses were performed;
d. The individual(s)who performed the analyses;
e. The analytical techniques or methods used;and
f. The results of such analyses.
8. Inspection and Entry
The Permittee shall allow the Director,or an authorized representative(including an authorized contractor acting as
a representative of the Director),upon the presentation of credentials and other documents as may be required by
law, to;
a. Enter,at reasonable times,upon the Permittee's premises where a regulated facility or activity is located or
conducted,or where records must be kept under the conditions of this permit;
b. Have access to and copy,at reasonable times,any records that must be kept under the conditions of this permit;
c. Inspect at reasonable times any facilities,equipment(including monitoring and control equipment),practices,
or operations regulated or required under this permit;and
d. Sample or monitor at reasonable times,for the purposes of assuring permit compliance or as otherwise
authorized by the CWA,any substances or parameters at any location[40 CFR 122.41(i)].
Section E Reporting Requirements
1. Change in Discharge
All discharges authorized herein shall be consistent with the terms and conditions of this permit.The discharge of
any pollutant identified in this permit more frequently than or at a level in excess of that authorized shall constitute
a violation of the permit.
2. Planned Changes
The Permittee shall give notice to the Director as soon as possible of any planned physical alterations or additions
to the permitted facility[40 CFR 122.41(1)].Notice is required only when:
a. The alteration or addition to a permitted facility may meet one of the criteria for new sources at 40 CFR
122.29(b); or
b. The alteration or addition could significantly change the nature or increase the quantity of pollutants
discharged.This notification applies to pollutants subject neither to effluent limitations in the permit,nor to
notification requirements under 40 CFR 122.42(a)(1);or
c. The alteration or addition results in a significant change in the Permittee's sludge use or disposal practices,and
such alteration,addition or change may justify the application of permit conditions that are different from or
absent in the existing permit,including notification of additional use or disposal sites not reported during the
permit application process or not reported pursuant to an approved land application plan.
3. Anticipated Noncompliance
The Permittee shall give advance notice to the Director of any planned changes to the permitted facility or other
activities that might result in noncompliance with the permit[40 CFR 122.41(1)(2)].
4. Transfers
This permit is not transferable to any person without prior written notice to and approval from the Director in
accordance with 40 CFR 122.61.The Director may condition approval in accordance with NCGS 143-215.1,in
particular NCGS 143-215.1(b)(4)b.2.,and may require modification or revocation and reissuance of the permit,or
a minor modification,to identify the new permittee and incorporate such other requirements as may be necessary
under the CWA[40 CFR 122.41(1)(3), 122.61]or state statute.
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5. Monitoring Reports
Monitoring results shall be reported at the intervals specified elsewhere in this permit[40 CFR 122.41(1)(4)].
a. Monitoring results must be reported on a Discharge Monitoring Report(DMR)(See Part II.D.2)or forms
provided by the Director for reporting results of monitoring of sludge use or disposal practices.
b. If the Permittee monitors any pollutant more frequently than required by this permit using test procedures
approved under 40 CFR Part 136 and at a sampling location specified in this permit or other appropriate
instrument governing the discharge,the results of such monitoring shall be included in the calculation and
reporting of the data submitted on the DMR.
6. Twenty-four Hour Reporting
a. The Permittee shall report to the Director or the appropriate Regional Office any noncompliance that
potentially threatens public health or the environment.Any information shall be provided orally within 24
hours from the time the Permittee became aware of the circumstances.A written submission shall also be
provided within 5 days of the time the Permittee becomes aware of the circumstances.The written submission
shall contain a description of the noncompliance,and its cause;the period of noncompliance,including exact
dates and times,and if the noncompliance has not been corrected,the anticipated time it is expected to
continue;and steps taken or planned to reduce,eliminate,and prevent reoccurrence of the noncompliance[40
CFR 122.41(1)(6)].
b. The Director may waive the written report on a case-by-case basis for reports under this section if the oral
report has been received within 24 hours.
c. Occurrences outside normal business hours may also be reported to the Division's Emergency Response
personnel at(800)662-7956;[phone] or(919)733-3300.
7. Other Noncompliance
The Permittee shall report all instances of noncompliance not reported under Part 11.E.5 and 6.of this permit at the
time monitoring reports are submitted. The reports shall contain the information listed in Part U.E.6.of this permit
[40 CFR 122.41(1)(7)].
8. Other Information
Where the Permittee becomes aware that it failed to submit any relevant facts in a permit application,or submitted
incorrect information in a permit application or in any report to the Director,it shall promptly submit such facts or
information[40 CFR 122.41(1)(8)].
9. Noncompliance Notification
The Permittee shall report by telephone to either the central office or the appropriate regional office of the Division
as soon as possible,but in no case more than 24 hours or on the next working day following the occurrence or first
knowledge of the occurrence of any of the following:
a. Any occurrence at the water pollution control facility which results in.the discharge of significant amounts of
wastes which arc abnormal in quantity or characteristic,such as the dumping of the contents of a sludge
digester;the known passage of a slug of hazardous substance through the facility;orany other unusual
circumstances.
b. Any process unit failure,due to known or unknown reasons,that render the facility incapable of adequate
wastewater treatment such as mechanical or electrical failures of pumps,aerators,compressors,etc.
c. Any failure of a pumping station,sewer line,or treatment facility resulting in a by-pass without treatment of all
or any portion of the influent to such station or facility.
Persons reporting such occurrences by telephone shall also file a written report within 5 days following first
knowledge of the occurrence.Also see reporting requirements for municipalities in Part 1V.C.2.c. of this permit.
10. Availability of Reports
Except for data determined to be confidential under NCGS 143-215.3 (a)(2)or Section 308 of the Federal Act,33
USC 1318,all reports prepared in accordance with the terms shall be available for public inspection at the offices
of the Division.As required by the Act,effluent data shall not be considered confidential.Knowingly making any
false statement on any such report may result in the imposition of criminal penalties as provided for in NCGS 143-
215.1(b)(2)or in Section 309 of the Federal Act.
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11. Penalties for Falsification of Reports
The CWA provides that any person who knowingly makes any false statement,representation,or certification in
any record or other document submitted or required to be maintained under this permit,including monitoring
reports or reports of compliance or noncompliance shall,upon conviction,be punished by a fine of not more than
$25,000 per violation,or by imprisonment for not more than two years per violation,or by both[40 CFR 122.41].
12. Annual Performance Reports
Permittees who own or operate facilities that collect or treat municipal or domestic waste shall provide an annual
report to the Permit Issuing Autbority and to the users/customers served by the Permittee(NCGS 143-215.1C).The
report shall summarize the performance of the collection or treatment system,as well as the extent to which the
facility was compliant with applicable Federal or State laws,regulations and rules pertaining to water quality.The
report shall be provided no later than sixty days after the end of the calendar or fiscal year,depending upon which
annual period is used for evaluation.
The report shall be sent to:
NC DENR/Division of Water Quality/Surface Water Protection Section
ATTENTION:Central Files
1617 Mail Service Center
Raleigh,North Carolina 27699-1617
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PART IIT
OTHER REQUIREMENTS
Section A. Construction
a. The Permittee shall not commence construction of wastewater treatment facilities,nor add to the plant's treatment
capacity,nor change the treatment proccss(es)utilized at the treatment plant unless(1)the Division has issued an
Authorization to Construct(AtC)permit or(2)the Permittee is exempted from such AtC permit requirements
under Item b. of this Section.
b. In accordance with NCGS 143-215.1(a5) [SL 2011-394], no permit shall be required to enter into a contract for the
construction,installation,or alteration of any treatment work or disposal system or to construct,install, or alter any
treatment works or disposal system within the State when the system's or work's principle function is to conduct,
treat,equalize,neutralize,stabilize,recycle,or dispose of industrial waste or sewage from an industrial facility and
the discharge of the industrial waste or sewage is authorized under a permit issued for the discharge of the
industrial waste or sewage into the waters of the State. Notwithstanding the above,the permit issued for the
discharge may be modified if required by federal regulation.
c. Issuance of an Ate will not occur until Final Plans and Specifications for the proposed construction have been
submitted by the Permittee and approved by the Division.
Section B. Groundwater Monitoring
The Permittee shall,upon written notice from the Director,conduct groundwater monitoring as may be required to
determine the compliance of this NPDES permitted facility with the current groundwater standards.
Section C. Changes in Discharges of Toxic Substances
The.Permittee shall notify the Permit Issuing Authority as soon as it knows or has reason to believe(40 CFR 122.42):
a. That any activity has occurred or will occur which would result in the discharge,on a routine or frequent basis,of
any toxic pollutant which is not limited in the permit,if that discharge will exceed the highest of the following
"notification levels";
(1) One hundred micrograms per liter(100 ug/L);
(2) Two hundred micrograms per liter(200µg2)for acrolein and acrylonitrile;five hundred micrograms per liter
(500µg/L)for 2,4-dinitrophenol and for 2-methyl-4,6-dinitrophenol; and one milligram per liter(1 mg/L)for
antimony;
(3) Five times the maximum concentration value reported for that pollutant in the permit application.
b. That any aetivity has occurred or will occur which would result in any discharge,on a non-routine or infrequent
basis,of a toxic pollutant which is not limited in the permit,if that discharge will exceed the highest of the
following"notification levels";
(1) Five hundred micrograms per liter(500µg/L);
(2) One milligram per liter(1 mg/L)for antimony;
(3) Ten times the maximum concentration value reported for that pollutant in the permit application.
Section D. Facility Closure Requirements
The Permittee must notify the Division at least 90 days prior to the closure of any wastewater treatment system covered
by this permit.The Division may require specific measures during deactivation of the system to prevent adverse
impacts to waters of the State.This permit cannot be rescinded while any activities requiring this permit continue at the
permitted facility.
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NPDES Permit Standard Conditions
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PART IV
SPECIAL CONDITIONS FOR MUNICIPAL FACILITIES
Section A. Definitions
In addition to the definitions in Part II of this permit,the following definitions apply to municipal facilities:
Indirect Discharge or Industrial User
Any non-domestic source that discharges wastewater containing pollutants into a POTW regulated under section
307(b),(c)or(d)of the CWA. [40 CFR 403.3 (i)and(j)and 15A NCAC 02H.0903(b)(11)1
Interference
Inhibition or disruption of the POTW treatment processes;operations;or its sludge process,use,or disposal which
causes or contributes to a violation of any requirement of the Permittee's(or any satellite POTW's if different from the
Permittee)NPDES,collection system, or non-discharge permit or prevents sewage sludge use or disposal in
compliance with specified applicable State and Federal statutes,regulations,or permits. [15A NCAC 02H
.0903(b)(14)]
Pass Through
A discharge which exits the POTW into waters of the State in quantities or concentrations which,alone or with
discharges from other sources,causes a violation,including an increase in the magnitude or duration of a violation,of
the Permittee's(or any satellite POTW's,if different from the Permittee)NPDES,collection system,or non-discharge
permit. [1SA NCAC 02H.0903(b)(23)]
Publicly Owned Treatment Works(POTW)
A treatment works as defined by Section 212 of the CWA,which is owned by a State or local government organization.
This definition includes any devices and systems used in the storage,treatment,recycling and reclamation of municipal
sewage or industrial wastes of a liquid nature.It also includes the collection system,as defined in 15A NCAC 2T
.0402,only if it conveys wastewater to a POTW treatment plant.The term also means the local government
organization,or municipality,as defined in section 502(4)of the CWA,which has jurisdiction over indirect discharges
to and the discharges from such a treatment works.In this context,the organization may be the owner of the POTW
treatment plant or the owner of the collection system into which an indirect discharger discharges.This second type of
POTW may be referred to as a"satellite POTW organization." [15A NCAC 02H.0903(b)(26)]
"Significant Industrial User"or"SIU"
An Industrial User that discharges wastewater into a publicly owned treatment works and that[15A NCAC 02H
.0903(bx33)]:
1. Discharges an average of 25,000 gallons per day or more of process wastewater to the POTW(excluding sanitary,
noncontact cooling and boiler blowdown wastewaters);or
2. Contributes process wastewater which makes up five percent or more of the NPDES or non-discharge permitted
flow limit or organic capacity of the POTW treatment plant.In this context,organic capacity refers to BOD,TSS
and ammonia;or
3. Is subject to categorical standards under 40 CFR Part 403.6 and 40 CFR Parts 405-471;or
4. Is designated as such by the Permittee on the basis that the Industrial User has a reasonable potential for adversely
affecting the POTW's operation or for violating any pretreatment standard or requirement,or the POTW's effluent
limitations and conditions in its NPDES or non-discharge permit,or to limit the POTW's sludge disposal options;
5. Subject to approval under ISA NCAC 02H.0907(b),the Permittee may determine that an Industrial User meeting
the criteria in paragraphs 1 or 2 of this definition above has no reasonable potential for adversely affecting the
POTW's operation or for violating any pretreatment standard or requirement, the POTW's effluent limitations and
conditions in its NPDES or non-discharge permit,or to limit the POTW's sludge disposal options,and thus is not a
Significant Industrial User(SIU);or
6. Subject to approval under 15A NCAC 02H.0907(b),the Permittee may determine that an Industrial User meeting
the criteria in paragraph 3 of this definition above meets the requirements of 40 CFR Part 403.3(v)(2)and thus is a
non-significant categorical Industrial User.
Section B. Publicly Owned Treatment Works(POTWs)
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All POTWs must provide adequate notice to the Director of the following[40 CFR 122.42(b)]:
1. Any new introduction of pollutants into the POTW from an indirect discharger,regardless of the means of
transport,which would be subject to section 301 or 306 of CWA if it were directly discharging those pollutants;
and
2. Any substantial change in the volume or character of pollutants being introduced by an indirect discharger as
influent to that POTW at the time of issuance of the permit.
3. For purposes of this paragraph,adequate notice shall include information on(1)the quality and quantity of effluent
introduced into the POTW,and(2)any anticipated impact that may result from the change of the quantity or
quality of effluent to be discharged from the POTW.
Section C. Municipal Control of Pollutants from Industrial Users.
1. Effluent limitations are listed in Part I of this permit.Other pollutants attributable to inputs from Industrial Users
discharging to the POTW may be present in the Permittec's discharge.At such time as sufficient information
becomes available to establish limitations for such pollutants,this permit may be revised to specify effluent
limitations for any or all of such other pollutants in accordance with best practicable technology or water quality
standards.
2. Prohibited Discharges
a. The Permittee shall develop and enforce their Pretreatment Program to implement the prohibition against the
introduction of pollutants or discharges into the waste treatment system or waste collection system which
cause or contribute to Pass Through or Interference as defined in 15A NCAC 02H.0900 and 40 CFR 403. [40
CFR 403.5(a)(1)]
b. The Permittee shall develop and enforce their Pretreatment Program to implement the prohibitions against the
introduction of the following wastes in the waste treatment or waste collection system[40 CFR 403.5(b)]:
(1) Pollutants which create a fire or explosion hazard in the POTW,including,but not limited to,
wastestreams with a closed cup flashpoint of less than 140 degrees Fahrenheit or 60 degrees Centigrade
using the test methods specified in 40 CFR 261.21;
(2) Pollutants which cause corrosive structural damage to the POTW,but in no case discharges with pH lower
than 5.0,unless the works is specifically designed to accommodate such discharges;
(3) Solid or viscous pollutants in amounts which cause obstruction to the flow in the POTW resulting in
Interference;
(4) Any pollutant,including oxygen demanding pollutants(BOD,etc.)released in a Discharge at a flow rate
and/or pollutant concentration which will cause Interference with the POTW;
(5) Heat in amounts which will inhibit biological activity in the POTW resulting in Interference,but in no
case heat in such quantities that the temperature at the POTW Treatment Plant exceeds 40°C(104°F)
unless the Division,upon request of the POTW,approves alternate temperature limits;
(6) Petroleum oil,non-biodegradable cutting oil,or products of mineral oil origin in amounts that will cause
Interference or Pass Through;
(7) Pollutants which result in the presence of toxic gases,vapors,or fumes within the POTW in a quantity that
may cause acute worker health and safety problems;or
(8) Any trucked or hauled pollutants,except at discharge points designated by the POTW.
c. The Permittee shall investigate the source of all discharges into the POTW, including slug loads and other
unusual discharges,which have the potential to adversely impact the Permittee's Pretreatment Program and/or
the operation of the POTW.
The Permittee shall report such discharges into the POTW to the Director or the appropriate Regional Office.
Any information shall be provided orally within 24 hours from the time the Permittee became aware of the
circumstances.A written submission shall also be provided within 5 days of the time the Permittee becomes
aware of the circumstances.The written submission shall contain a description of the discharge;the
investigation into possible sources;the period of the discharge,including exact dates and times;if the
discharge has not ceased,the anticipated time it is expected to continue;and steps taken or planned to reduce,
eliminate, and prevent reoccurrence of the noncompliance,
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3. With regard to the effluent requirements listed in Part I of this permit,it may be necessary for the Permittee to
supplement the requirements of the Federal Pretreatment Standards(40 CFR,Part 403)to ensure compliance by
the Permittee with all applicable effluent limitations.Such actions by the Permittee may be necessary regarding
some or all of the industries discharging to the municipal system.
4. The Permittee shall require any Industrial User(IU)discharging to the POTW to meet Federal Pretreatment
Standards developed under Section 307(b)of the Act as amended(which includes categorical standards and
specific local limits,best management practices and narrative requirements).Prior to accepting wastewater from
any Significant Industrial User(SIU),the Permittee shall either develop and submit to the Division a new
Pretreatment Program or,as necessary,a modification of an existing Pretreatment Program,for approval as
required under section D below as well as 15A NCAC 0211.0907(a)and(b).[40 CFR I22.44(j)(2)]
5. This permit shall be modified,or alternatively,revoked and reissued,to incorporate or modify an approved POTW
Pretreatment Program or to include a compliance schedule for the development of a POTW Pretreatment Program
as required under Section 402(b)(8)of the CWA and implementing regulations or by the requirements of the
approved State pretreatment program,as appropriate.
Section D. Pretreatment Programs
Under authority of sections 307(b)and(c)and 402(b)(8)of the CWA and implementing regulations 40 CFR 403,
North Carolina General Statute 143-215.3(14)and implementing regulations 15A NCAC 0211.0900,and in accordance
with the approved pretreatment program,all provisions and regulations contained and referenced in the pretreatment
program submittal are an enforceable part of this permit. [40 CFR 122.44(j)(2)]
The Permittee shall operate its approved pretreatment program in accordance with Section 402(b)(8)of the CWA,40
CFR 403, 15A NCAC 02H.0900,and the legal authorities,policies,procedures,and financial provisions contained in
its pretreatment program submission and Division approved modifications thereof.Such operation shall include but is
not limited to the implementation of the following conditions and requirements.Terms not defined in Part Il or Part IV
of this permit are as defined in 15A NCAC 02H.0903 and 40 CFR 403.3.
1. Sewer Use Ordinance(SUO)
The Permittee shall maintain adequate legal authority to implement its approved pretreatment program.[15A
NCAC 02H.0903(b)(32),.0905 and.0906(b)(1);40 CFR 403.8(f)(1)and 403.9(b)(1)and(2)]
2. Industrial Waste Survey(IWS)
The Permittee shall implement an IWS consisting of the survey of users of the POTW collection system or
treatment plant,as required by 40 CFR 403.8(f)(2)(i-iii)and 15A NCAC 0211.0905[also 40 CFR 122.44(j)(1)],
including identification of all Industrial Users that may have an impact on the POTW and the character and amount
of pollutants contributed to the POTW by these Industrial Users and identification of those Industrial Users
meeting the definition of SIU.Where the Permittee accepts wastewater from one or more satellite POTWs,the
IWS for the Permittee shall address all satellite POTW services areas,unless the pretreatment program in those
satellite service areas is administered by a separate Permittee with an approved Pretreatment Program.The
Permittee shall submit a summary of its IWS activities to the Division at least once every five years,and as
required by the Division.The IWS submission shall include a summary of any investigations conducted under
paragraph C.2.c.of this Part. [15A NCAC 02H.0903(b)(13), .0905 and.0906(b)(2);40 CFR 403.8(f)(2)and 403.9]
3. Monitoring Plan
The Permittee shall implement a Division-approved Monitoring Plan for the collection of facility specific data to
be used in a wastewater treatment plant Headworks Analysis(HWA)for the development of specific pretreatment
local limits.Effluent data from the Plan shall be reported on the DMRs(as required by Parts HD and ll.E.5.). [15A
NCAC 02H.0903(b)(16),.0906(b)(3)and.0905]
4. Headworks Analysis(HWA)and Local Limits
The Permittee shall obtain Division approval of a HWA at least once every five years,and as required by the
Division.Within 180 days of the effective date of this permit(or any subsequent permit modification)the
Permittee shall submit to the Division a written technical evaluation of the need to revise local limits(i.e.,an
updated HWA or documentation of why one is not needed)[40 CFR 122.44].The Permittee shall develop,in
accordance with 40 CFR 403.5(c)and 15A NCAC 02H.0909,specific Local Limits to implement the prohibitions
listed in 40 CFR 403.5(a)and(b)and 15A NCAC 02H.0909.Pursuant to 40 CFR 403.5,local limits are
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Page 17 of 18
enforceable Pretreatment Standards as defined by 40 CFR 403.3(1). [15A NCAC 02H .0903(b)(10), .0905,and
.0906(b)(4)]
5. Industrial User Pretreatment Permits(1UP)&Allocation Tables
In accordance with NCGS 143-215.1,the Permittee shall issue to all Significant Industrial Users,permits for
operation of pretreatment equipment and discharge to the Permittee's collection system or treatment works.These
permits shall contain limitations,sampling protocols,reporting requirements,appropriate standard and special
conditions,and compliance schedules as necessary for the installation of treatment and control technologies to
assure that their wastewater discharge will meet all applicable pretreatment standards and requirements.The
Permittee shall maintain a current Allocation Table(AT)which summarizes the results of the HWA and the limits
from all IUPs.Permitted IUP loadings for each parameter cannot exceed the treatment capacity of the POTW as
determined by the HWA.[15A NCAC 02H.0906(b)(6),.0909, .0916,and.0917;40 CFR 403.5,403.8(f)(1)0i);
NCGS 143-215.67(a)]
6. Authorization to Construct(AtC)
The Permittee shall ensure that an Authorization to Construct permit(AtC)is issued to all applicable Industrial
Users for the construction or modification of any pretreatment facility.Prior to the issuance of an AtC,the
proposed pretreatment facility and treatment process must be evaluated for its capacity to comply with all
Industrial User Pretreatment Permit(IUP)limitations. [15A NCAC 02H.0906(b)(7)and.0905;NCGS 143-
215.1(a)(8)]
7. POTW Inspection&Monitoring of their lUs
The Permittee shall conduct inspection,surveillance,and monitoring activities as described in its Division
approved pretreatment program in order to determine,independent of information supplied by Industrial Users,
compliance with applicable pretreatment standards. [15A NCAC 02H.0908(e);40 CFR 403.8(f)(2)(v)] The
Permittee must:
a. Inspect all Significant Industrial Users(SIUs)at least once per calendar year;
b. Sample all Significant Industrial Users(S1Us)at least once per calendar year for all SIU permit-limited
parameters including flow except as allowed under 15A NCAC.0908(e);and
c. At least once per year,document an evaluation of any non-significant categorical Industrial User for
compliance with the requirements in 40 CFR 403.3(v)(2),and either continue or revoke the designation as non-
significant.
8. IU Self Monitoring and Reporting
The Permittee shall require all Industrial Users to comply with the applicable monitoring and reporting
requirements outlined in the Division-approved pretreatment program,the industry's pretreatment permit,or in 15A
NCAC 0211.0908. [15A NCAC 02H.0906(b)(5)and.0905;40 CFR 403.8(f)(1)(v)and(2)(iii);40 CFR
122.44(j)(2)and 40 CFR 403.12]
9. Enforcement Response Plan(ERP)
The Permittee shall enforce and obtain appropriate remedies for violations of all pretreatment standards
promulgated pursuant to section 307(b)and(c)of the CWA(40 CFR 405 et.seq.),prohibitive discharge standards
as set forth in 40 CFR 403.5 and 15A NCAC 0211.0909,specific local limitations,and other pretreatment
requirements.All remedies,enforcement actions and other,shall be consistent with the Enforcement Response
Plan(ERP)approved by the Division.[15A NCAC 02H.0903(b)(7),.0906(b)(8)and.0905;40 CFR 403.8(f)(5)]
10. Pretreatment Annual Reports(PAR)
The Permittee shall report to the Division in accordance with 15A NCAC 0211.0908.In lieu of submitting annual
reports,Modified Pretreatment Programs developed under 15A NCAC 02H.0904(b)may be required to submit a
partial annual report or to meet with Division personnel periodically to discuss enforcement of pretreatment
requirements and other pretreatment implementation issues.
For all other active pretreatment programs,the Permittee shall submit two copies of a Pretreatment Annual Report
(PAR)describing its pretreatment activities over the previous calendar year to the Division at the following
address:
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NPDES Permit Standard Conditions
Page 18 of 18
NC DENR/Division of Water Quality/Surface Water Protection Section
Pretreatment,Emergency Response,and Collection Systems(PERCS)Unit
1617 Mail Service Center
Raleigh,North Carolina 27699-1617
These reports shall be submitted by March 1 of each year and shall contain the following:
a. Narrative
A narrative summary detailing actions taken,or proposed,by the Permittee to correct significant non-
compliance and to ensure compliance with pretreatment requirements;
b. Pretreatment Program Summary(PPS)
A pretreatment program summary(PPS)on forms or in a format provided by the Division;
c. Significant Non-Compliance Report(SNCR)
A list of Industrial Users(IUs)in significant noncompliance(SNC)with pretreatment requirements,and the
nature of the violations on forms or in a format provided by the Division;
d. Industrial Data Summary Forms(IDSF)
Monitoring data from samples collected by both the POTW and the Significant Industrial Users(SIUs).These
analytical results must be reported on Industrial Data Summary Forms(IDSF)or on other forms or in a format
provided by the Division;
e. Other Information
Copies of the POTW's allocation table,new or modified enforcement compliance schedules,public notice of
IUs in SNC,a summary of data or other information related to significant noncompliance determinations for
IUs that are not considered S1Us,and any other information,upon request,which in the opinion of the Director
is needed to determine compliance with the pretreatment implementation requirements of this permit;
11. Public Notice
The Permittee shall publish annually a list of Industrial Users(IUs)that were in significant noncompliance(SNC)
as defined in the Permittee's Division-approved Sewer Use Ordinance with applicable pretreatment requirements
and standards during the previous twelve month period.This list shall be published within four months of the
applicable twelve-month period. [15A NCAC 0211.0903(b)(34),.0908(6)(5)and.0905 and 40 CFR
403.8(f)(2)(viii)]
12. Record Keeping
The Permittee shall retain for a minimum of three years records of monitoring activities and results,along with
support information including general records,water quality records, and records of industrial impact on the
POTW and shall retain all other Pretreatment Program records as required by 15A NCAC 0211 .0908(f). [15A
NCAC 02H.0908(f);40 CFR 403.12(o)]
13. Pretreatment Program Resources
The Permittee shall maintain adequate funding and qualified personnel to accomplish the objectives of its approved
pretreatment program. and retain a written description of those current levels of inspection. [15A NCAC 02H
.0906(b)(9)and(10)and.0905;40 CFR 403.8(f)(3),403.9(b)(3)]
14. Modification to Pretreatment Programs
Modifications to the approved pretreatment program including but not limited to local limits modifications,POTW
monitoring of their Significant Industrial Users(SIUs), and Monitoring Plan modifications,shall be considered a
permit modification and shall be governed by 40 CFR 403.18, 15 NCAC 02H.0114 and 15A NCAC 02H.0907.
Version 11/09/2011

Application to Construct NPDES Permit NC0024236
Sludge Drying ProJectA City of Kinston, Kinston Regional Water Reclamation Plant
The facility is not subject to any Special Orders by Consent(SOC)
This is a voluntary action
3 Tab C Special Orders.docx

Application to Construct NPDES Permit NC0024236
Sludge Drying Project,City of Kinston,Kinston Regional Water Reclamation Plant
Finding of No Significant Impact or Record of Decision
Conclusion: The construction and operation of the Dryer do not exceed the construction criteria
that would require an Environmental Assessment
Background
Environmental Assessment requirements in 15A NCAS OIC define conditions where an
Environmental Assessment is required. For the Class A Biosolids Application,this requirement
is addressed for the two activities: Construction of the Dryer upgrade, and Management program
for distribution of the Class A Biosolids. This assessment is for construction of the dryer.
Dryer Construction and Operation at the Northside Wastewater Treatment Plant
Planned action will be to install the Dryer Equipment inside an existing sludge building and
install a pipe line to transfer dewatered solids from existing equipment to the Dryer.
The construction activities will have minimal land disturbance, only for the new line and for
construction staging. Total disturbed area<0.5 acre.
First evaluation is the construction and operation compared to the requirements in 15 A NCAC
01C.0306 Activities of a Special Nature is summarized:
(1)Potential for significant adverse effects on wetlands; surface waters such as rivers,
streams and estuaries;parklands;game lands;prime agricultural or forest lands; or areas
of local, state or federally recognized scenic,recreational, archaeological, ecological,
scientific research or historical value, including secondary impacts;or would threaten a
species identified on the Department of Interior's or the state's threatened and
endangered species lists
(2)the proposed activity could cause changes in industrial, commercial, residential,
agricultural,or silvicultural land use concentrations or distributions which would be
expected to create adverse water quality, instream flow,air quality, or ground water
impacts; or affect long-term recreational benefits, fish,wildlife, or their natural habitats;
or
(3)the proposed activity has secondary impacts, or is part of cumulative impacts,not
generally covered in the approval process for the state action,and that may result in a
potential risk to human health or the environment; or
(4)the proposed activity is of such an unusual nature or has such widespread
implications that a concern for its environmental effects has been identified by the DENR
agency or expressed to the DENR agency.
4 Tab D FONSI Record of Decision.docx

Application to Construct NPDES Permit NC0024236
Sludge Drying Project,City of Kinston,Kinston Regional Water Reclamation Plant
Evaluation: 1)All construction is on existing plant site. Specifications minimize land
disturbance and impacts during construction. 2) Project construction will not increase
treatment facility capacity. 3)The construction and operation of the Dryer will not change
the conditions at the existing wastewater reclamation plant.4)The Dryer construction
and operation is not an unusual project.
Conclusion: The construction and operation of the Dryer do not meet the criteria of a
Special Nature that would require an Environmental Assessment
Second evaluation is comparison of the construction and operation of the Dryer to the minimum
requirements in subpart 0.0400 Other Requirements:
.0408 Minor Construction Activities:
(b)Land disturbing activity outside the twenty coastal counties that:
(i)is located more than one mile from waters classified as HQW or impacts less than five
acres located within one mile of and draining to waters classified as HQW; (
ii) is located outside of any Outstanding Resource Waters(ORW)watershed or area that
requires specific management actions to protect ORW waters as defined in 15A NCAC
02B .0225;
(iii) impacts less than five acres located in any Outstanding Resource Waters(ORW)
watershed or in any area that requires specific management actions to protect ORW
waters as defined in 15A NCAC 02B .0225; and
(iv)is located more than 25 feet from any waters classified as Trout(Tr)waters or
impacts less than five acres located all or in part within 25 feet of any waters classified as
Trout(Tr)waters.
Evaluation:
b)Lenoir County(City of Kinston)is not in the 20 Coastal Counties.
i) impact area is<5 acres.
ii)outside ORW.
iii)<5 acres
iv)>25 ft to waters
Conclusion: The construction and operation of the Dryer do not exceed the construction
criteria that would require an Environmental Assessment
4 Tab D FONSI Record of Decision.docx

Application to Construct NPDES Permit NC0024236
Sludge Drying Project,City of Kinston,Kinston Regional Water Reclamation Plant
Engineering Plans
Engineering Plans are enclosed.
5 Tab E Engineering Plans.docx

Application to Construct NPDES Permit NC0024236
Sludge Drying Project,City of Kinston,Kinston Regional Water Reclamation Plant
Engineering Specifications
Engineering Specifications are enclosed.
6 Tab F Engineering Specifications.docx

Kinston Dryer Project:Two Application Packages are Required
SECTION G Construction Sequence Plan
Construction Summary
1. Project will install a new sludge dryer with necessary utilities(boiler, air compressor and
dryer, cooling tower)
2. Project will install a new Biosolids transfer system (pipeline, biosolids pump)
Site Preparation
1. Install environmental protections for land disturbing activities
2. Establish locations for delivery and storing equipment
Biosolids Management During Construction
1. The existing system has a distribution conveyor that allows the operators to direct the
dewatered sludge to one of two trucks. The new design will instead allow the plant to
direct the sludge to either a truck or the sludge pump hopper. Their ability to continue
loading the dewatered sludge into a truck for disposal will remain and should not be
affected by any of the planned construction. For that reason an interim plan is not
required.
Existing Sludge Storage Building/Future Dryer Building
1. Structural modifications—none required
2. Dryer assembly, support equipment installed
3. Functional testing
Pipeline
1. New Biosolids Pump—pad, installed
2. New Pipeline—to be run from the new sludge pump to the new sludge dryer.
Commissioning
1. Turn testing
2. Functional testing
2017 d2 Apply To Construct Notebook_021618.docx

Application to Construct NPDES Permit NC0024236
Sludge Drying Project,City of Kinston,Kinston Regional Water Reclamation Plant
Engineering Calculations
The sludge dryer calculations are included in this section.
Annual Sludge Production
Below is a table summarizing the monthly sludge generation rates for the 2011 through 2016
period. This data is taken from the data provided by the City(please see Appendix F of this
document).
Month 2011 2012 2013 2014 2015 2016
January 157,872 187,224 173,552 285,911 202,074 164,536
February 155,885 214,057 330,164 259,421 158,418 190,260
March 217,511 310,639 211,326 249,619 222,483 175,025
April 238,250 199,144 153,762 185,126 197,921 184,205
May 161,116 182,371 206,112 175,666 273,643 298,377
June 177,011 155,159 116,143 201,635 156,022 132,855
July 131,767 125,803 119,183 231,004 126,488 142,629
August 165,737 121,988 204,651 199,894 114,465 138.734
September 161,287 107,207 188,676 175,437 131,103 160,600
October 138,188 121,807 177,988 181,237 130,242 142,830
November 181,531 106,482 248,826 167,916 164,747 165,894
December 209,807 69,109 211,912 174,592 145,434 150,769
Total(lbs) 2,095,963 1,900,990 2,342,295 2,487,459 2,013,039 2,046,713
Total(tons) 1,048 950 1,171 1,244 1,012 1,023
Peak Month(lbs) 238,250 310,639 330,164 285,911 273,643 298,377
Peak Month 119 155 165 143 137 149
(tons)
Peak Month April March February January May May
Based on this data, February 2013 was the Peak Month for the period reviewed. The average
daily sludge disposal rate for that month was:
Average daily sludge disposal rate=330,164 lb/2000 lbs/ton/28 days,
=approximately 5.90 tons per day
The past 5-year average daily production rate is 3.0 ton per day and the maximum year(2014)
was 3.4 ton per day. The maximum one-month rate was 5.90 ton in February 2013.
The data were further evaluated for the 3-month rolling total generation rate. Using the
maximum month data,the 3-month rolling sum ranges from about 300 to 400 tons.
Handling capacity at 400-ton sludge/month minimum
Dryer Capacity Conclusions
8 Tab H Engineeering Calculations_R1.docx

Application to Construct NPDES Permit NC0024236
Sludge Drying Project,City of Kinston,Kinston Regional Water Reclamation Plant
The highest estimated daily sludge production rate for the previous six-year period, using the
annual averages, was calculated to be 8.97 DT/day. The sludge production rate,using data for
the Peak Month, was 5.90 DT/day. Based on this,the dryer has been sized for a maximum
throughput of 10 DT/day. Design conditions are:
Dryer Design Throughput 10 Dry Ton/Day
Initial Solids Concentration 16%Dry Solids
Final Required Solids 90%Dry Solids
Water Removal Calculations
Water that has to be removed is calculated using the following formula:
Mh = Mix (1 —Si/Sf),where:
Mh=Water quantity to be removed (Ib/h)
Mi=Initial mass flow(lb/h)
Si=Initial solid content, in a humid base
Sf=Final solid content,in a humid base
The water quantity that has to be removed in this case is:
Mh = [10 DT/day]/[0.16 DT/WT x 24 hr/day] x 2000 lb/Ton x [1 — 16/90]
=(approximately)4,282 lb/hour
Professional Engineer Certification of Design Calculations
seA- .."2"e141A"e:1
,, Signed:
'4ES810y•�y,9
it sEAL
s 027178 Date: =/�' zo! 8
°k, � svo�'
REQUIREMENT:All design calculations[with NC PE signature/seal/date
8 Tab H Engineeering Calculations_R1.docx

Application to Construct NPDES Permit NC0024236
Sludge Drying Project,City of Kinston,Kinston Regional Water Reclamation Plant
Permits
Facility NPDES Permit is included in Tab B
Facility has addressed air emissions(letter with attachments is included):
Letter,Kenneth Stevens, Jr.,Kinston RWRF Superintendent,to Betsy Huddleston,
Division of Air,NCDEQ,March 20,2018.
Facility is submitting Application Form DCAR 06-16,Distribution of Class A Residuals in a
separate document.
9 Tab I Permits R1.docx

APPLICATION FOR REGISTRATION
REVISED 06/14/16 NCDEQ/Division of Air Quality-Application for Registration of Facility in Lieu of Air Permit
GENERAL INFORMATION
.-egal Corporate/Owner Name: City of Kinston
Site Name: Kinston Regional Water Reclamation Facility
Site Address(911 Address):2101 Becton Farm Road
City: Kinston State: North Carolina
Zip Code: 28501 County: Lenoir
CONTACT INFORMATION '
Responsible Official/Authorized Contact: Facility/Inspection Contact:
Name/Title: Kenneth R.Stevens,Jr./KRWRF Superintendent/ORC Name/Title: Swindell Flowers,Jr./Residual Management Coordinator
Mailing Address Line 1: 2101 Becton Farm Road Mailing Address Line 1: 2101 Becton Farm Road
Mailing Address Line 2: Mailing Address Line 2:
City: Kinston State: NC Zip Code: 28501 City: Kinston State: NC Zip Code: 28501
Phone No.: 252-939-3375 Fax No.: 252-939-3741 Phone No.: 252-939-3248 Fax No.: 252-939-3741
Email Address: [e-mail],us Email Address: Swindell.Flowers(dici.kinston.nc.us
APPLICATION IS BEING MADE FOR.
New Registered Facility/Greenfield ❑Registration and Air Permit Rescission for ❑Modification/Addition of Equipment,Ownership Change,
Existing Permitted Facility Facility Name Change,or Change of Facility Contact
Information at a Registered Facility
FACILITY(Plant Site)INFORMATION ❑ CHECK HERE IF SAME AS EXISTING AIR QUALITY PERMIT
See attached Form.
Facility Coordinates: Latitude:35'1T 17.91"N Longitude:17'30'36.6"W Existing or Previous Facility ID No.N/A
Primary SIC/NAICS Code: Current/Previous Air Permit No.
Is the facility subject to NSPS or MACT Requirements? ❑ YES Q NO YES(IF YES,WHAT SUBPARTS?)
Is the facility subject to Synthetic Minor Requirements? ❑ YES Q NO
Is the facility located in a Non-Attainment area? D YES Q NO
Does this application contain confidential data? 0 YES Q NO
**"If yes,please contact the DAQ Regional Office prior to submitting this application,•"
(See Instructions)
SIGNATURE OF RESPONSIBLE OFFICIAUAUTHORIZED CONTACT
Q I hereby certify that the facility will comply with all applicable Air Quality laws and regulations and will be properly operated and
maintained at all times
ne(typed;Kenneth R.Stevens,Jr. Title: KRWRF Superintendent/ORC
A Signature(Blue Ink): Date:
--At ach Additional Sheets As Necessary

tUNJ$TIN P SJE!V1 CSS Kinston
blind
fro if
Buildings&Grounds,Business Office,Electric,Engineering,Environmental Services, 2009
Fleet Maintenance,Meter Reading,Stormwater,Streets,Wastewater,and Water
_ Kinston, the right place... Kinston Public Services, the right choke.
March 20,2018
Betsy Huddleston
Division of Air Quality
North Carolina Department of Environmental Quality
943 Washington Square Mall
Washington,NC 27889
Subject: Request for Permit Applicability Determination
Kinston WWTP Sludge Dryer System
Dear Ms.Huddleston:
The Kinston WWTP is planning to install a new sludge dryer system later this year that will sanitize
the sludge for land application.The facility is located in an agricultural region of North Carolina and
this proposed process will convert a waste stream into a viable land application product.The
proposed system is consistent with current zoning and land use in the area.
The three components of the proposed system appear to be exempt from air permitting,as discussed
in this submittal.Attachment A provides a process flow diagram.Please review the enclosed
information and advise if these processes qualify for permit exemption or if an air permit is required.
Equipment Associated with the Sludge Dryer System:
1.Hot Water Boiler—300 Hp natural gas-fired hot water boiler(0.95 rnmBtu/hr. input);natural
gas emissions only
2.Cooling Tower—no emissions;exempt
3.Recirculation Dryer—;less than 5 tons per year criteria pollutant emissions
Hot Water Boiler
The 300 horsepower hot water boiler will be used to provide hot water for the drying system and
will fire exclusively on natural gas.Fuel combustion equipment firing exclusively natural gas is
exempt from permitting under ISA NCAC 2Q.0102(h)(1)(B).Natural gas emissions from this
source is included in Attachment B.
Recirculation Dryer
Hot air from the boiler will provide the heat to dry and disinfect the sludge.A portion of exhaust
will be routed through condensing coils/cooling tower to remove moisture and recirculated into the
system.Based on test data from a similar process in Spain,the exhaust to the atmosphere will
include moisture,volatile organic compounds(VOCs),and ammonia.
Emission factors and potential emissions are shown in the following table.
Biosolids Distribution
The dried Class A Biosolids dried product handling and distribution will be managed by Soil
Plus,Greenville NC.
Kinston Regional Water Reclamation Facility
2101 Becton Farm Rd Kinston,North Carolina 28501 Phone[phone] Fax[phone]

Pollutant Emission Factor Proposed Stack Potential Potential Potential
(Ib/sct) Flow(scfh) Emissions(Ib/hr) Emissions(lb/yr) Emissions(Ipy)
NH3 2.52E-05 49,864 1.26 11,007 5.50
VOCs 9.62E-07 49,864 .05 420 .210
With VOC emissions less than 5 tons per year,the process is expected to be exempt from permitting under 15A NCAC 2Q
.0102(d).From an air toxics perspective,we evaluated ammonia with respect to the Toxic Permit Emission Rates(TPERs)
published in 15A NCAC 02Q.0711.The proposed dryer stack is vertical and unobstructed,and the corresponding TPER for
ammonia is 2.84 pounds per hour.As shown above,the maximum ammonia emissions are estimated to be 1.26 pounds per
hour.
Please feel free to contact me at 252-939-3375 or email at Kenneth.Stevens(a'�,ci.kinston.nc.us if you have any questions.
Thank you for your considerations.
Sincerely,
Kenneth Stevens,Jr.
Kinston RWRF Superintendent
C: Rhonda Barwick-Public Services Director
Steve Miller-Assistant Public Services Director
Brian Lucas- Water Resources Manager
John Jarrell-City Engineer
Henry McLean-Engineering Project Manager
Emily Elmore-Environmental Compliance Supervisor
File
Kinston Regional Water Reclamation Facility
2101 Becton Farm Rd Kinston,North Carolina 28501 Phone[phone] Fax[phone]

Attachment A
Process Flow Diagram

FENCELINE -..j
-_
49'-5"
1 � MINIMUM OF 1'-6"DEPTH
\' 51'6 1/2'
(2)6'0 x E-TH \ C
BCONCRETE OLLARDS FILLED STEEL \•"„-� AIR 4
PAINT SAFETY YELLOW \ \ COMPRESSOR GAS METER— —WATER ME
`\\\\,- (BY KINSTON) (BY KINSTOt
TRUCK TASIN / ~8'-6"
', I-
EXISTING mi
LOADING � ELEC o �—
STATION C t — —�-I II )) --1 0 PANEL ) { {
7 TRANFORMER PAD 115444..0.•.4k11,SLUDGE HOPPER C ...
W/PC PUMP AT BASE
TRUCK LOAD -_._ 1_>.X1 v 0 -. 15'-54"
--r1, BOILER 17
=_....„---."
! _-2"SO.TUBULAR ALUMINUM FRAME
I W/CANVAS COVER(REMOVABLE) ( I 4"NON-CONFORMING
CONVEYOR DROPI 11I
/ SLUDGE OUTLET
2 (3)6'0 x 3'b'H / _ I w I) MOTORIZED PLUG VALVE
HOPPER.4 A I ' (OPEN/CLOSE)
CONCRETE FILLED STEEL PUMP ♦ - _I_ '1
NOTES: RUNTBOLLARDSF ONVEYOR DROP 2 _�_
PAINT SAFETY YELLOW 4 i-�
1.)THE IN DIMENSIONS SHOWN ARE BASED S THE �_CONVEYOR No.1
ORIGINAL BUILDING DESIGN DRAWINGS AND �..L ,
CONS BE VERIFIED IN THE FIELD BEFORE
CONSTRUCTION. — Q
Illti 0 LTRO;U
DGEDRYER
CT
OUTLET
BIO-SOLIDS
DEWATBUILDENGG 14'-8" 66'-54"
• 3 SLUDGE
STORAGE
BUILDING
TRENCH
/DRAIN
76'-3"
J
PLAN VIEW
ALUMINUM FRAMED COVER
EXISTING REVERSING CONVEYOR AIR RELEASE VALVE
4 "6� , „ FLEXIBLE CHUTE
r �--► 1s s"' II I I
14•x4•M(G. I� _-' AIR RELEASE VALVE -'_1 IlJ 1i
PLATE 4 E%ISTING i=l= - -
PLACES CONVEYOR No.1 . III=laW41— ��411 I / ✓ DRIED PRODUCTII���1.2.-B" 1 13" 1_I' � OUTLETII�•II7,_�„6IiI 1-12'FLUSH 1g_7yq• 11 SLUDGE DRYERVIEWB_B CLEAR MOTORIZED ,I, 15'-3• IIJ.;w) ^11�1�—_I,PLUG VALVE I_I\ — i _—•DIMENSIONS APPROXIMATE �� (OPENICLOS: j� ���I'EXIST.CONC. �I_■■I� ill r EL039 C.9•(RE '�� . 11•r�--�,--
BASED UPON EXISTING PAVING TO BE i r _ _ _
CONVEYOR No.1 LOCATION REMOVED 1`' �� '4� r 11Z. �.'II_- I j=;I I /�\ I I , ,' I I,!'!I I`
TO BE FIELD VERIFIED BEFORE =i Iy1+L_�� I I - '
CONSTRUCTION I 8�■ 18- 7-0.
,� - - a=
NEW CONCRETED` 17$ 'Y i/// /////////////,///////////////
PUMP SUPPORT PUMP
EXISTING CONCRETE
ELEVATION VIEW
5 Wm I REV No. DESCRIPTION
s___J 1 ISSUED FOR APPROVAL
_ P / 2 EQUIP.ARRANGEMBRMSC.DM
.j 116 hidden HE Wed SPrrbu83C?8901 3 REVISED HOPPER
�f- � P.O.Box 170066 SrY�ry,SC 26301 4 REVISED BLDO/EOUIP.LAYOU
♦ 111. W"C.ww(664)3 Lmm 5 BLDG./EOUIPMENT LOCATION:
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A I B I C I D I E I F
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41
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14 EXCHANGER \_�--- P. it
I •
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0 O T
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DRYER
BOILER
PROCESS FLOWS
NOMINAL
No. TITLE FLOW RATE TEMPERATURE PRESSURE
4 1 Dewatered Sludge 5,208.0 lb/hr Ambient TBD
2 Dried Sludge Out 926.0 lb/hr 140'F Ambient
3 Compressed Air Ambient 116 psi
4 Hot Water Into Dryer 792.6 lb/hr 194'F 55.1 psi
5 Hot Water Out of Dryer 792.6 lb/hr 177.3'F 24.7 psi
6 Natural Gas In 12,600.0 cfh Ambient 2 psi
7 Combustion Air In 189,000 cfh Ambient 10" W.C.
8 Dryer Vent 52,972 ft'/hr 113'F 9.33" W.C.
_ 9 Condensate Drain 48.4 gpm Ambient Ambient
10 Cooling Water Into Dryer 792.6 gpm 82.4'F 36.3 psi
11 Cooling Water Out of Dryer 792.6 gpm 104'F 21.8 psi
12
13 Make Up Air 44,364 ft'/hr 60'F Ambient
14 Boiler Exhaust 236,250 cfh 200T Ambient
5
I REV No. DESCRIPTOR
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A I B I C I D I E I F I G

1
EXISTING
CONVEYOR
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MQ
EXISTING AIR RELEASE
7
01110
REVERSING VALVE
CONFORMING CONVEYOR V-1002
IMI • _ -.1- • S-►E
TO DRYER
0' • 8'-SL-224-CSP-2'E
w PI-002
NON-CONFORMING L__J ,1
— SLUDGE *1 F,__-I Cl
0
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Cu
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FLUSH
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• HOPPER 11,11
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7 I
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V-1003
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8'x4'
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=I —1—P-1001—i
4
LAST TAG NUMBER USED 1006
5
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w - f A__ 11211120 WPM I1 GENERAL P IEREED_� LIC 2 A�
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` t I ..I, PA.Box 1700115 Spartanburg,SC 79701 _
Contact EMEMEIROODIONMELCOO1
• 5.464 PMnx 0664 _
A I B I C I D I E ( F I G

1
4'
NON-CONFORMING
SLUDGE OUTLET
U AIR
PLUG VALVE AIR RELEASE EXTRACTION
V-2022 VALVE TO VENT
M V-2020
Y FROM SLUDGE PUMP
PI-001 > ► PLUG VALVE
8'-SS-224-CSP-2'E V-2021
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OUTLET FC-2011 6'-CW-206-CSP-2'E,
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HOT WATER
IN
4
LAST TAG NUMBER USED. 2023
5
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I GENERAL REVISIONS
dtved �/LC. IA GENERAL REVISIONS
h.. 1• 1 116 Hidden I1II Road.Spartanburg.SC 70701 7A REVISED PER 1ER C0 1C1C
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( )334-5065 -
A I B I C I D I E I F I G

OMPRESSED AIR INLET D WATERED SLUDGE INLET
TP027) DEWATERED SLUDGE INLET TP BE PROVIDED BY OTHERS (TP025)
EP (TP025)
DRIED SLUDGE OUTLET
IRCUIT FILLING POINT 1w (TP026)
III (TP015,TP019) v
1•I OT AND COLD WATER CONNECTIONS •• ��
.. qm
(TPOOS,TPOO6,TP013,TP014) ' 2 `
III' . mom._,-��■...■.■■�...i■■.■ _:I E E
�IL'''''' AIR EXTRACTION TO DEODORISATION
I■ (TP029) I 1.�� \o
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67
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[15'-11 15/161 [13'-6 25/32" 1 [18'-3/32"'
BELT 1 ONDENSATE OUTLET WASHWATER DRAIN BELT 2 •.' 4875 •
4135 5488
(TP020) (T 2)
0 0 C 0
[86.-5 3/41 [9'-6 1/8
I28359 .-- 2899
i I
REQUIRED AREA FOR OPERATION AND
171
MAINTENENCE ACCESSES.FOR OTHER
WELS REQUIREMENTS CONTACT WITH SUEZ WT-' �
S \ I /�
:E
1 EWATERED SLUDGE INLET [78'-3 13/16"]
(Tp(191 23871
A(I :20)
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AIR EXTRACTION TO DEODORISATION
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(TP020) _ \ \I S,\ � ,
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(TP027) f
It.%
HOT AND COLD WATER CONNECTION 1 t` %17-•••,-S,-• I
(TP005,TP006,TP013,TP014) / '
ID SLUDGE OUTLET
28)
REVISIONS
REV. DESCRIPTION DATE DRAWN BY APPROVED
DREEERERCETGHOLDING AND SLUDGE INLET DETAIL 02/15/2018 A.Martinez I.Araiizo
C INCLINED SCR.CONVEYOR-ALTERR,.,"EC«+RGUR.TM 28/11/2017 A.Martinez I.Araiizo
B 90%DESIGN 24/11/2017 A.Martinez I.Ara6zo
A INITIAL 01/03/2017 A.Martinez I.Ara6zo

'1 /13• . I U. %. •
6. yu,. ''` ...•. mil... .v� 1i i,':f f 111 -
7y7 if.
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a.
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Downstream :" "'. •s
,1 i. f.
Kinston Regional T. = #+._. �. •• *�_• � �.' !�
n..
+
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WRF - .._ .... 1Si►1 M 9
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•
USGS Quad: F28SE Kinston,NC ` 'gi7
Outfall Facility �I
Latitude: 35° 17' 12"N 35° 17' 20"N ' t: { �,yam.,; '
];,,,,7 a ,.4�._j. =Wrier .... 3 d - ��
Longitude: 77°30'4"W 77°30' 50" W "¢ ,rte :
Facility Location '• "-:
Stream Class: C,NSW North +gid,-.-,
Subbasin: 03-04-05 HUC: 03020202 Kinston Regional WRF NC0024236
Receiving Stream:Neuse River Lenoir County

"litibittcytatiOlt, Zia
FUNCTIONAL SPECIFICATION
DEWATERED SLUDGE TRANSPORT SYSTEM
CITY OF KINSTON, NORTH CAROLINA
KRWRF BIOSOLIDS DRYER
FINAL SPECIFICATIONS - FOR REVIEW PURPOSES
ONLY - NOT RELEASED FOR CONSTRUCTION
PROJECT INTEGRATION, INC. PROJECT NO. 160921C2
DATE: February 2018
Revision Date Description
1 10/20/17 Updated per Owner& D/B
Contractor
2 2/16/18 Revised per D/B Contractor
116 Hidden Hill Road Spartanburg,South Carolina 29301
Phone [phone]

Table of Contents
Section 1 General 2
Section 2 Equipment and Services Supply 6
Section 3 Design Data 10
Section 4 Design Responsibility 11
Section 5 Vendor Proposal Information 13
Section 6 Shipment 16
Section 7 Check-out,Start-up, Commissioning and Acceptance Testing 17
Section 8 Warranties 18
Appendix
Seepex Offer No.500108674/3 dated November 7,2017
Project Integration,Inc. 1 February 2018
Dewatered Sludge Transport System Specification

Section 1
General
1.0 GENERAL
1.1.0 This functional specification covers the technical requirements for designing,
furnishing,assembling,testing,and delivering a dewatered sludge transport
system.
1.1.1 The vendor shall furnish materials,fabrication services;and factory acceptance
testing in accordance with this document.
1.1.2 The new dewatered sludge transport system will be installed at the City of Kinston,
North Carolina Wastewater Treatment Plant. The Design Build Contractor(D/B
Contractor)for this project is Suez Water Advanced Solutions.
1.1.3 The selected vendor shall supply a dewatered sludge transport system,including
receiving hopper,pump,and controls.
1.1.4 It shall be the vendor's responsibility to coordinate with the D/B Contractor and
their contractors on the integration of all the mechanical and electrical components
of the transport system with the equipment and systems being installed at the
facility.
1.1.5 Equipment,material,and assemblies shall be designed,fabricated,and tested in
accordance with the governing sections of the latest issue of the following
Standards and Codes:
1. American Bearing Manufacturers Association(ABMA)
a. ABMA 11(2014)Load Ratings and Fatigue Life for Roller Bearings
2. American Gear Manufacturers Association(AGMA)
a. AGMA 2011(2014B)Cylindrical Wormgearing Tolerance and Inspection
Methods
b. AGMA 908(1989B;R 1999)Information Sheet:Geometry Factors for
Determining the Pitting Resistance and Bending Strength of Spur,
Helical and Herringbone Gear Teeth
c. AGMA ISO 10064-6(2010A)Code of Inspection Practice-Part 6:Bevel
Gear Measurement Methods
d. AGMA ISO 17485(2008A;Supplement 2008)Bevel Gears-ISO System of
Accuracy(Including Supplement-Tolerance Tables 2008)
e. ANSI/AGMA 2001(20040;R 2010)Fundamental Rating Factors and
Calculation Methods for Involute Spur and Helical Gear Teeth
Project Integration,Inc. 2 February 2018
Dewatered Sludge Transport System Specification

f. ANSI/AGMA 2004(2008C;R 2014)Gear Materials,Heat Treatment,and
Processing Manual
g. ANSI/AGMA 6013(2006A;R 2011)Standard for Industrial Enclosed Gear
Drives
h. ANSI/AGMA 6034(1992B;R 2005)Practice for Enclosed Cylindrical
Wormgear Speed Reducers and Gearmotors
i. ANSI/AGMA 6113(2016B)Standard for Industrial Enclosed Gear Drives
(Metric Edition)
3. American National Standards Institute(ANSI)
a. ANSI B11/STD B11.0(2010)Safety of Machinery—General Requirements
and Risk Assessment
b. ANSI B11/STD B11.19(2010)Machines—Performance Criteria for
Safeguarding
4. American Water Works Association(AWWA)
a. AWWA 10084(2005)Standard Methods for the Examination of Water
and Wastewater
b. AWWA C110/A21.10 Ductile Iron and Gray Iron Fittings
c. AWWA C111/A21.11(2012)Rubber-Gasket Joints for Ductile-Iron
Pressure Pipe and Fittings
d. AWWA C115/A21.15-88 Standard for Flanged Ductile-Iron Pipe with
Threaded Flanges
e. AWWA C207(2013)Standard for Steel Pipe Flanges for Waterworks
Service-Sizes 100 mm through 3600 mm 4 in.through 144 in.
f. AWWA C504(2015)Standard for Rubber-Seated Butterfly Valves
g. AWWA C600(2010)Installation of Ductile-Iron Water Mains and Their
Appurtenances
5. American Welding Society(AWS)
a. AWS D1.1/D1.1M(2015;Errata 1 2015;Errata 2 2016) Structural Welding
Code-Steel
6. ASME International(ASME)
a. ASME B16.1(2015)Gray Iron Pipe Flanges and Flanged Fittings Classes
25, 125,and 250
b. ASME B16.4(2011)Standard for Gray Iron Threaded Fittings;Classes 125
and 250
c. ASME B16.5(2013)Pipe Flanges and Flanged Fittings: NPS 1/2 Through
NPS 24 Metric/Inch Standard
Project Integration,Inc. 3 February 2018
Dewatered Sludge Transport System Specification

d. ASME B17.1(1967;R 2013)Keys and Keyseats
e. ASME B17.2(1967;R 2013) Woodruff Keys and Keyseats
f. ASME B18.2.2(2015)Nuts for General Applications: Machine Screw
Nuts, Hex,Square, Hex Flange,and Coupling Nuts(Inch Series)
g. ASME B18.5.2.1M(2006;R 2011) Metric Round Head Short Square Neck
Bolts
h. ASME B18.5.2.2M(1982;R 2010) Metric Round Head Square Neck Bolts
7. ASTM International (ASTM)
a. ASTM A108(2013)Standard Specification for Steel Bar,Carbon,and
Alloy,Cold-Finished
b. ASTM A123/A123M(2015)Standard Specification for Zinc (Hot-Dip
Galvanized)Coatings on Iron and Steel Products
c. ASTM A126(2004;R 2014)Standard Specification for Gray Iron Castings
for Valves, Flanges, and Pipe Fittings
d. ASTM A240/A240M(2016)Standard Specification for Chromium and
Chromium-Nickel Stainless Steel Plate,Sheet,and Strip for Pressure
Vessels and for General Applications
e. ASTM A276/A276M(2016a)Standard Specification for Stainless Steel
Bars and Shapes
f. ASTM A307(2014)Standard Specification for Carbon Steel Bolts and
Studs, 60 000 PSI Tensile Strength
g. ASTM A320/A320M(2015)Standard Specification for Alloy/Steel and
Stainless Steel Bolting Materials for Low-Temperature Service
h. ASTM A36/A36M(2014)Standard Specification for Carbon Structural
Steel
i. ASTM A47/A47M(1999;R 2014)Standard Specification for Ferritic
Malleable Iron Castings
j. ASTM A48/A48M(2003;R 2012)Standard Specification for Gray Iron
Castings
k. ASTM A53/A53M(2012)Standard Specification for Pipe,Steel,Black and
Hot-Dipped, Zinc-Coated,Welded,and Seamless
1. ASTM A536(1984;R 2014)Standard Specification for Ductile Iron
Castings
8. Manufacturers Standardization Society of The Valve and Fittings Industry
(MSS)
a. MSS SP-70(2011) Gray Iron Gate Valves, Flanged and Threaded Ends
Project Integration,Inc. 4 February 2018
Dewatered Sludge Transport System Specification

b. MSS SP-72(2010a)Ball Valves with Flanged or Butt-Welding Ends for
General Service
c. MSS SP-78(2011)Cast Iron Plug Valves,Flanged and Threaded Ends
d. MSS SP-80(2013)Bronze Gate,Globe,Angle,and Check Valves
9. National Electrical Manufacturers Association(NEMA)
a. NEMA ICS 1(2000;R 2015)Standard for Industrial Control and Systems:
General Requirements
b. NEMA MG 1(2016)Motors and Generators
10. National Fire Protection Association(NFPA)
11. NFPA 70(2017)National Electrical Code
1.1.6 Proposals will be evaluated on the basis of conformance to this specification,
drawings,equipment sizes and proposed equipment cost as well as the vendor's
demonstrated experience in designing,fabricating,and supplying this type of
equipment.
1.1.7 Furnished equipment shall meet applicable federal,state,and local codes and
requirements.
1.1.8 Design data is provided to the Vendor in Section 3 of this specification for
equipment to be furnished.
1.1.9 Where applicable and whenever standards have been established,all material and
equipment furnished by the vendor shall be UL listed and/or approved and bear the
UL label. The use of any material or equipment not in compliance with this
requirement shall be identified in vendor's proposal and exceptions will require
approval.
Project Integration,Inc. 5 February 2018
Dewatered Sludge Transport System Specification

Section 2
Equipment and Services Supply
2.0 Equipment
2.0.1 The Vendor shall furnish component parts necessary to install and successfully
operate a Dewatered Sludge Transport System as described within this
specification.
2.0.2 The work includes furnishing a sludge receiving hopper and sludge pump with
the capacity as shown in Section 3 and the project drawings.
2.0.3 Control of the dewatered pump must provide a continuous sludge feed to the
dryer,based on the level of sludge in the dryer hopper.
2.0.4 General requirements for the sludge receiving hopper.
A. General Description: Dewatered sludge will be delivered to the hopper by an
existing conveyor. The sludge receiving hopper shall be designed to fit under
the existing sludge load-out structure and above the sludge pump and direct the
sludge into the pump without bridging or clogging. The side walls shall have a
slope of not less than 60°and shall be fabricated of Type 304 stainless steel. The
hopper shall have no deflection when fully loaded with sludge and can accept
sludge from a payloader as well as from the overhead conveyor.
2.0.5 General requirements for the dewatered sludge pump
A. General Description: Factory-assembled,-wired,and-tested;electric-motor-
driven;continuous-duty progressing cavity pump to convey dewatered sewage
sludge from the sludge receiving hopper to the sludge dryer. The pump/hopper
arrangement must prevent bridging at the pump inlet.
2.0.6 General requirements for the controls&instrumentation.
A. General Description: All controls,instruments,and panels must meet NEMA 4
requirements.
B. Control Panel:Automatic control station with load control and protection
functions.
Project Integration,Inc. 6 February 2018
Dewatered Sludge Transport System Specification

1. Use solid-state variable-speed controllers for motors rated 10 hp or less
and adjustable frequency drives for larger motors.
2. Control Voltage: 120-VAC or less,using integral control power
transformer.
3. Motor Overload Protection:Overload relay in each phase.
4. Starting Devices: Hand-off-automatic selector switch in cover of control
panel,plus device for automatic control.
5. Instrumentation: Pump to operate by the sludge level in the receiving
hopper with low level cutoff and high-level alarm
2.1 Start-up and Commissioning Services
2.1.1 Vendor to provide services of a factory representative to:
1. Complete startup checks according to manufacturer's written instructions.
2. Check for lubricating oil in lubricated-type equipment.
3. Check belt drives for proper tension.
4. Verify that the valves and vents are open.
5. Check for equipment vibration-control supports and flexible pipe connectors
and verify that equipment is properly attached to substrate.
6. Check safety valves for correct settings.
7. Confirm the presence of sludge in the pump prior to starting. Never run the
pump dry.
8. Operational Test:After electrical circuitry has been energized, start unit to
confirm proper motor rotation and unit operation.
9. Test and adjust controls and safeties.
Project Integration,Inc. 7 February 2018
Dewatered Sludge Transport System Specification

2.2 Technical Literature
2.2.1 Vendor to provide the following:
1. Operation and Maintenance Manuals.
2. Manufacturer's Recommended Spare Parts Listing.
3. Installation, operation, start-up,and maintenance instructions.
2.3 D/B Contractor Provided Services
2.3.1 Labor and equipment to unload, stage,and set equipment.
2.3.2 Labor and equipment to install the Dewatered Sludge Transport System
g p Y
including installation of all equipment and accessories;installation of field
instruments;installation of interconnecting power and control conduit/wiring;
installation of interconnecting piping and piping spools;and piping and wiring
for all utilities.
2.3.3 Operating personnel to work with the factory representative for commissioning
and starting-up the system.
Project Integration,Inc. 8 February 2018
Dewatered Sludge Transport System Specification

Section 3
Design Data
3.0 Design and Operating Conditions
Dewatered Sludge Transport System Capacity 5,208 lb/hr+50%@16%DS
Minimum Solids Content in Sludge 16%DS
Maximum Solids Content in Sludge 30%DS
Maximum Particle Size 3/16"
Hopper Capacity(minimum) 8.5 cubic yards
Electrical Characteristics 480/3/60
3.1 Utilities
3.1.1 Site utilities include:
1. Electricity:480VAC,3 Phase,60 Hertz;120VAC,1 Phase,60 Hertz
Electrical Equipment to be designed for a minimum available fault
current=12.5kA
Project Integration,Inc. 9 February 2018
Dewatered Sludge Transport System Specification

Section 4
Design Responsibility
4.0 General
4.0.1 Vendor assumes and acknowledges responsibility for the suitability,adequacy,
and safety of the Dewatered Sludge Transport System design.
4.0.2 Vendor warrants that the equipment supplied by Vendor shall conform to the
technical and performance specifications contained in this technical specification.
Such warranty shall also apply to addenda mutually agreed upon by the Vendor
and D/B Contractor,which may be issued to supplement the original
specification. Vendor shall be fully and solely responsible for obtaining
information and product data necessary to design and construct the equipment
in compliance with these specifications.
4.0.3 Vendor must consider the anticipated operating conditions defined in the
specifications when designing and constructing equipment.If the Vendor feels
that more information is required for the proper design of the system,Vendor
shall request such information.
4.0.4 Should the Vendor be unable or unwilling to comply with the requirements
outlined above,exceptions may be taken,but shall be clearly identified in the
body of the Vendor's proposal. In the event that exception is taken to the
technical specification,Vendor must clearly explain the extent to which the
"warranties"may be affected.
4.0.5 Vendor shall minimize the number of wiring connection points. The use of
terminals and connections shall be eliminated wherever possible in favor of
continuous wire routing. This requirement will be part of all equipment
engineering and design reviews.
4.1. Fabrication Details and Materials of Construction
4.1.1 Provide materials and equipment which are the standard products of a
manufacturer regularly engaged in the manufacture of such products and that
essentially duplicate items that have been in satisfactory use for at least 2 years
prior to bid opening. Equipment shall be supported by a service organization
that is reasonably convenient to the site. Pump casings shall be constructed of
cast iron of uniform quality and free from blow holes,porosity,hard spots,
shrinkage defects,cracks,and other injurious defects. Rotors shall be 4130 steel.
Project Integration,Inc. 10 February 2018
Dewatered Sludge Transport System Specification

4.1.2 Vendor to provide information on their standard or recommended coating and
finish specifications.These will be reviewed during engineering approval stage.
4.2 Nameplate
4.2.1 Manufacturer shall provide each piece of equipment with a nameplate,
permanently attached to the exterior of the equipment in an accessible location.
Where required,nameplate shall be affixed to a bracket to allow it to be
positioned in front of insulation. This nameplate is in addition to any nameplate
required by applicable codes or certifications(e.g.,ASME B&PV code,UL listing,
etc.). As a minimum,the following information shall be included on the
nameplate:
• Owner's Equipment Number
• Manufacturer's name,model,and serial number
• Year built
• Purchase Order Number
• Information as indicated in the equipment specification.
• Other information that the Manufacturer includes as standard
Project Integration,Inc. 11 February 2018
Dewatered Sludge Transport System Specification

Section 5.
Vendor Proposal Information
5.0 General
5.0.1 Vendor shall submit a schedule for submittals of engineering packages for
review by D/B Contractor and Owner,after receipt of order.
5.0.2 Vendor shall provide proposed project schedule to include the following
minimum information.
1. Dates that equipment design drawings will be issued for D/B
Contractor approval.
2. Duration allowed for the approval process.
3. Dates for design reviews
4. Date of Issued for Fabrication drawings.
5. Dates for shop inspection
6. Shipment dates for Equipment
7. Date of last shipment.
5.0.3 Statement that Vendor's proposal complies with the technical specification. If the
proposal is not in strict compliance with the specification,identification of
exceptions taken referencing specification paragraph.
5.0.4 Complete information on equipment proposed such as descriptive literature
and/or sketches. If not included as part of the literature submitted,Vendor shall
furnish dimensions sufficient for preliminary layout work to be accomplished.
5.0.5 Recommended spare parts list with price of individual parts and corresponding
suppliers catalog number shall be supplied within 16 weeks after receipt of
order.
5.0.6 Failure to provide any of the information requested with Vendors proposal may
result in rejection of the proposal in its entirety.
Project Integration,Inc. 12 February 2018
Dewatered Sludge Transport System Specification

SUBMITTALS Schedule
v
o *, E
a�
-
3i
..,
Submittal Item 4
Manufacturer's Qualifications X
Equipment Description X
Detailed Fabrication Schedule X
Standard QC Procedures X
Utility Consumption Requirements X
Specific Service Support Plan X
Spare Parts List X
Purchase Order X
Bill of Materials X
Component Data Information XX X X
Cleaning and Passivation Procedures X
Equipment Shop Drawings X X X
System P&IDs X X
Completed Specification Datasheets X X X
Functional Specification X X X
Instrument Data Sheets X X X
Panel Wiring Diagrams X X X
Loop Drawings X X X
Power Distribution Diagrams X X X
Panel and Tubing Arrangement Diagrams X X X
Control System and Software Documentation X X X
Nameplate Data X X X
Shipping and Assembly Drawings X
FAT Procedure X X X
Commissioning Plan X
Validation Protocols X
Project Integration,Inc. 13 February 2018
Dewatered Sludge Transport System Specification

SUBMITTALS Schedule
U)
oE,�,
L. v c
oa d 3 cn
aJ
S '5
Submittal Item g
As-Built and Certified Equipment Drawings X X
Material Certification Data X X
Material Test Reports X X
Weld Procedure Data and Test Results X X
Testing and Calibration Equipment Data X X
Operation and Maintenance Data/Manuals X X
Installation Instructions X X
Project Integration,Inc. 14 February 2018
Dewatered Sludge Transport System Specification

CCt (infestation, CRC
Section 6
Shipment
6.0 General
6.0.1 The Vendor shall be responsible for ensuring that equipment is adequately
protected during shipment so that damage to equipment is avoided.Equipment is
to be shipped completely assembled or in modular subassemblies to minimize field
assembly and installation time.
6.0.2 Equipment,subassemblies and necessary components shall be palletized or
packaged to minimize damage and to prevent corrosion during shipment and
unloading.
6.0.3 All small unassembled components such as nuts,bolts,screws,washers,and other
hardware necessary for field assembly shall be placed in separate packaging. For
example,3/8-inch diameter by 1-1/4-inch bolts shall be in a separate bag labeled as
such by means of a paper tag. The label shall also show number of components
contained in the bag and the equipment for which they will be used. These bags
shall be placed in cardboard or wood boxes,with separate boxes for each piece of
equipment. These boxes shall be labeled to indicate components in the box and the
equipment.
6.0.4 The Vendor shall provide the shipping weight of each item of equipment offered
and the uncrated weight of each major item of equipment,estimated to within 10
percent.
6.0.5 Additional shipping instructions unique to the equipment specified shall be
included.
Project Integration,Inc. 15 February 2018
Dewatered Sludge Transport System Specification
J

sect (infestation, cm.
Section 7
Check-out, Start-up, Commissioning, and
Acceptance Testing
7.0 General
7.0.1 The vendor working with the D/B Contractor shall be responsible for demonstrating
that the complete and final system design satisfies all requirements stated in this
specification.
7.0.2 Commissioning Sequence: The sequence of all commissioning and checks shall be
coordinated with the D/B Contractor to ensure compliance with site commissioning
plans. The D/B Contractor shall be responsible for scheduling and coordinating all
vendor furnished equipment commissioning.
7.0.3 Prior to commissioning and startup,the vendor shall ensure that all equipment and
wiring is properly and permanently identified with nameplates and other
identification as specified. The vendor shall also check and tighten all terminals
and connection points,remove all shipping blocks and hardware,thoroughly clean
all equipment,repair all damaged or scratched finishes,inspect for broken and
missing parts,and review and collect manufacturer's drawings and instructions for
delivery to the D/B Contractor. The vendor shall also make routine checks and tests
as the job progresses and as necessary to ensure that all wiring and equipment is
properly installed and wired.
7.0.4 Vendor shall coordinate start-up and testing schedules prior to completion of
commissioning.
7.0.5 Acceptance testing will include Site Acceptance and Performance testing
requirements of the D/B Contractor.Site Acceptance Testing will be performed at
the conclusion of installation and include electrical and mechanical verification of
performance prior to introducing any fluids to the system.Performance testing will
be conducted with all process fluids connected and shall be conducted for a
minimum of 96 continuous hours of operation without interruption of any system
connected to the complete system as a whole.
7.0.6 Vendor shall provide class room and on the job training to operating personnel.
Training duration and course content will be reviewed and approved by the D/B
Contractor and Owner before training begins.
Project Integration,Inc. 16 February 2018
Dewatered Sludge Transport System Specification

etsieclintestation, Qac
Section 8
Warranties
8.0 Equipment Warranties
8.0.1 Vendor shall clearly identify their proposed equipment warranty to include
durations and any other specific and applicable details.
Project Integration,Inc. 17 February 2018
Dewatered Sludge Transport System Specification

ecsiecetAtestation, Stas
Appendix
Equipment Specifications and Data Sheets
Seepex Offer No.500108674/3 dated November 7,2017
END OF SPECIFICATION
Project Integration,Inc. 18 February 2018
Dewatered Sludge Transport System Specification

SEEPEX.
ALL THINGS FLOW
SEEPEX Inc.
511 Speedway Drive
Enon,OH 45323
Phone[phone]
Fax[phone]
[e-mail]
www.seepex.com
SEEPEX Offer No.: 500108674/3
Date of offer: Nov 7, 2017
Company: Central States Territory
Recipient: Mark Hoke ([e-mail])
Sender: David Brewer([e-mail])
Reference: Kinston, NC
No. of pages: 5
Mark:
We thank you for your inquiry, and are pleased to provide this offer for SEEPEX progressive cavity pumps.
Summary of items
item reference quantity type unit price
10 pump to handle cake 1 BTES 17-24 48359 USD
Please find additional detail for each item following this cover letter.
Offer Notes
1. Pricing notes
• Quoted prices are Ex-Works SEEPEX Inc. plant (Enon, Ohio USA) in U.S. dollars.
• Prices exclude tax.
• Distributors:prices are quoted as End-User prices. Applicable distributor discount will be applied at
time of order.
2. Delivery
Standard delivery is 8-10 working weeks from receipt of an official order and, if applicable, acceptance of
submitted drawings and release for fabrication. Expedited delivery may be possible. Please contact your
SEEPEX representative if faster delivery is desired.
3. Validity
This offer is valid for a period of 60 days from date of offer.
4. Terms and Conditions
This offer is limited to SEEPEX Inc. Terms& Conditions of Sale and/or Repair(1-8-16), available online at
www.seepex.com. All prior or future terms, conditions or negotiations (whether written or oral)will be
considered void and inapplicable, unless otherwise agreed to in writing.
5. Payment Terms
All orders are subject to approval by the SEEPEX Inc. credit department. Unless otherwise agreed,
payment terms are net 30 days after shipment for customers previously approved for credit terms; payment
in advance of shipment for customers without credit approval.

500108674/3 11/7/2017 SEEPEX.
Page 2 ALL THINGS FLOW
6. Export Restrictions
Export of SEEPEX Inc. commodities, technology or software shall be in accordance with United States
Export Administration Regulations. Diversion contrary to U.S. law is prohibited.
7. Submittals and Manuals
Submittals (if applicable) will be furnished in electronic PDF format, typically 3-4 weeks after receipt of
order. Operating and Maintenance manuals will be furnished as PDF on CD and shipped with pump.
8. Factory Testing
Unless otherwise stated in attached item detail pages, this offer is based on SEEPEX standard factory
testing which consists of a 2-point, unwitnessed performance test and a final pre-shipment inspection.
Additional testing and/or witnessed testing can be provided at additional cost.
9. Purchase Orders
Please direct purchase orders to [e-mail]. Purchase orders should include a copy of
this quote or a reference to the quote number to facilitate order entry.
We hope this offer meets your requirements. Should you require additional information or clarification on
this offer please contact the undersigned.
Sincerely,
David Brewer
0937 864 7150-175
e-mail: [e-mail]

Offer No. 500108674/3/DMB SEEPEX.
Central States Territory ALL THINGS FLOW
11/7/2017 Item 10
qty.: 1 Progressive cavity pump
BTES 17-24
Application data
Conveyed product cake
Flowability not flowable
Viscosity 40000 cPs
Solids content 16-24%
Size of solids not specified
Specific gravity unknown, 1 kg/dm'assumed
product temperature 32°F-113°F
pH value 5-9
Kind of operation continuous
Operating hours 8h/day
Location outdoor, humid atmosphere
Performance data
Capacity Pressure Speed
17 USGPM 300 psi 76 rpm norm
Starting torque 560 lb.ft
Req. power at pump shaft 10.5 HP
Inlet pressure flooded(pressureless)
NPSHr 6.83 ft
Tolerances according to SEEPEX standards.
Pump Selection valid for installation below 500/1000m above sea level and 35°C ambient
temperature.
Materials and executions
Installation horizontal
Direction of rotation counter clockwise(left)
Lantern-Design with cover plates
Lantern-Material EN-JL 1040(gci-25)
Feed hopper-Design Standard inlet hopper with hopper separation and shutter
Feed hopper-Material 1.0037(st.37-2)
Feed hopper-Connection design 2500 x 360 mm
Feed hopper-Hopper position position 1
Feed hopper-Flushing connection without
Feed hopper-Flushing connection position without
Pressure branch-Design standard
Pressure branch-Material EN-JL 1040(gci-25)
Pressure connection DN 4"ANSI B16.5 Class 300
Joint-Design with rotorsided UJ-sleeve protection 1.4021,divided
Joint-Material standard
Joint-Universal joint sleeve: material NBR-Perbunan
Coupling rod-Design screw+end cap(design 2)
Coupling rod-Material 1.0570(st.52-3)
Rotor-Design standard
Rotor-Material 1.0503(C45)/AISI 1045
Rotor-Coating ductile chromium coating
Stator-Design standard
Stator-Material NBR-Perbunan
Shaft sealing packing
Design standard
Casing-material EN-JL 1040(gci-25)

Offer No. 500108674/3/DMB Item 10 SEEPEX.
Central States Territory ALL THINGS FLOW
Packing ring-material K41
Plug-in Shaft-Design standard
Plug-in Shaft-Material 1.4021 /AISI 420
Bolting-Design standard
Painting-Number of colors single-colored
Painting-Painted components 1 complete combination
Painting-Color Epoxy System (SEEPEX Blue)
Drive
Type Gear motor
Make Nord
Model SK62VLF/160LH4
Mounting position B5
Ratio(i) 18.14
Speed 97 rpm
Norm
Speed 110 rpm
Frequency 60 Hz
Rated output 20 HP
Rated speed 1740 rpm
Starting DOL(direct on line)
Efficiency class high efficiency
Terminal box position acc.to supplier 1
Cable entry position acc.to supplier
Voltage 3x230/460V
Frequency 60Hz
Enclosure IP55
Thermal class F
The performance testing will be carried out with water. Based on the current configuration the test
results may be outside the admissible tolerances.
Baseplate
Design design BV
Material steel, painted
GPU Type Code BVS-ST
Packing
Type of packing skid(US)
Type of transport truck
Quantity of pumps per package 1 pump per package
Price composition Price each
USD 48359.09
Optional: Dry running protection device (TSE)
Design standard design,complete USD 634.10
-sensor sleeve fitted to the stator of the
pump with integrated temperature sensor
-connection head(IP55)
-separate TSE control device suitable for
mounting inside a control panel
Voltage 110-115V/50-60Hz
Temperature coefficient NTC
Material sensor sleeve 1.4404
Page 2/3

Offer No. 500108674/3/DMB Item 10 SEEPEX.
Central States Territory ALL THINGS FLOW
Material connection head aluminium
Optional: Miscellaneous
Design Start up service to consist of one eight hour day USD 1000.00
of training.
Optional: Miscellaneous
Design 20 HP VFD with SEEPEX touch controller to USD 17211.00
control the pump. Enclosure made for outdoors
atmosphere with hood.
Optional: Miscellaneous
Design Special sludge hopper made out of 3/16"thick USD 20129.93
304SS. Supplied with lasers to control the level
in the hopper. The hopper must be mounted
externally and can not be supported by the pump
flange.
Please send your purchase order to [e-mail]
All drawings accompanying this offer is for REFERENCE ONLY, final drawings will be created upon
receipt of order. If you need this drawing please request on PO.
In order to process your order,we will require either a copy of the quote this order is based on,or the
quote number.
In order to process duplicate wet end orders,we will require the commission number of the pump
being duplicated.
Page 3/3

SEEPEX.
ALL THINGS FLOW
Characteristic Curves
Size
17-24
120
0 psi
110 120 psi
240 psi
100 •
360 psi
90 -
80
70 35
60 360 psi 30
50 25
240 psi
40 20
41111.1. 120 psi —
30 15
0 psi
20 /1,17 10 6-
o_
10 5
"111
Starting Torque 412 Ib.ft. 1
c� 0 0 a
0 50 100 150 200 250 300 350 400 450 500
Speed RPM
Values based upon water 68T ; For notes on drive selection refer to PER
CHA.17-244, B 12.02us

/ I I
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Name b Drawing-Number
126201 prawn lsn z8.11.zo17 131-E64/0170-D-700A2
Checked Jar 30.11.2017 ED". 168633.dwg
Protection of Copyright:This drawing ie our property and is protected lac,to the law referring to eopyright and reloted prolective lows.

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45 X' 116 1/32"
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181721 181721
space required for assembly/disassembly of the joint
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16001 112501 le i3-,
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Space ler asseeuy 150001
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fired fur assembly/C t—oo ti • _disassemblyof the rotor/stator \ 1
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TECHNICAL AND ECONOMICAL DESCRIPTION
c/D SU�� STC THERMAL SLUDGE DRYING SYSTEM AT LOW TEMPERATURE
Prepared by:I.A.P. Date:04/08/2017 Version:5 Page 1 of 27
•
Code:1595L Client:USG Project:CITY OF KINSTON(NC)
"CITY OF KINSTON (NC)"
TECHNICAL AND ECONOMICAL DESCRIPTION
STC THERMAL SLUDGE DRYING SYSTEM
AT LOW TEMPERATURE
INDEX
1 OBJECT 3
2 THE STC DRYING SYSTEM 4
3 CALCULATION OF REQUIREMENTS 9
4 BASIC TECHNICAL DATA OF THE EQUIPMENT 10
5 TECHNICAL DESCRIPTION OF THE ELEMENTS OF THE DRYER 11
5.1 DESCRIPTION OF THE THERMAL ENERGY TRANSFER SYSTEM 11
5.2 DESCRIPTION OF THE WATER CONDENSATION SYSTEM 12
5.3 DESCRIPTION OF THE AIR CIRCULATION SYSTEM 13
5.4 DESCRIPTION OF THE BELT 14
5.5 DESCRIPTION OF THE PIPES,CONNECTIONS AND VALVES 15
5.6 DESCRIPTION OF THE STRUCTURE AND WALLS 16
5.7 DESCRIPTION OF THE SLUDGE FEEDING SYSTEM 17
5.8 DESCRIPTION OF THE DRIED SLUDGE DISCHARGING SYSTEM 18
5.9 DESCRIPTION OF THE ELECTRICAL CONNECTIONS AND CONTROL SYSTEM 19
6 TECHNICAL DESCRIPTION OF THE PERIPHERAL EQUIPMENT 22
6.1 DESCRIPTION OF THE HOT WATER CIRCULATION SYSTEM 22
6.2 DESCRIPTION OF THE COLD WATER CIRCULATION SYSTEM 22
6.3 DESCRIPTION OF THE COOLING TOWER 22
6.4 DESCRIPTION OF BELTS CLEANING SYSTEM 23
7 MAINTENANCE 24
7.1 LIST OF SUPERVISION AND MAINTENANCE OPERATIONS 24
8 COST ESTIMATE AND GENERAL TERMS 25
8.1 PRICE 25
8.2 PAYMENT TERMS 25
8.3 VALIDITY 25
8.4 GUARANTEE AND LIABILITY 25
Suez Water Technologies and Solutions-B.U.Advanced Biosolids
Avda.Hnos Bou sin P.B.490 E-12080 Castellon(SPAIN)-Phone I+34.964261183 Mail I [e-mail]

TECHNICAL AND ECONOMICAL DESCRIPTION
SUe2 STC THERMAL SLUDGE DRYING SYSTEM AT LOW TEMPERATURE
Prepared by:I.A.P. Date:04/08/2017 Version:5 Page 2 of 27
Code:1595L Client:USG Project:CITY OF KINSTON(NC) I
8.5 TERM OF DELIVERY 26
9 LIST OF APPENDIXES 27

CccepeD S V e2STC THERMAL SLUDGE DRYING SYSTEM AT LOW TEMPERATURE
Prepared by:I.A.P. Date:04/08/2017 Version:5 Page 3 of 27
Code:1595L Client:USG Project:CITY OF KINSTON(NC)
1 OBJECT
Suez Water Technologies and Solutions (SUEZ WT&S) is specialist in the engineering design, manufacture,
installation and maintenance of drying equipment of a wide variety of products based on the STC System TM, a
thermal drying solution at low temperature, with more than 20 years of experience. Our main objective is to offer
drying solutions to our clients by means of equipment that provide high quality drying with simple, reliable and safe
processes,minimum global energy consumption and the best quality of materials.
The purpose of this document is to provide a technical and economic description for the installation of a low
temperature thermal dryer for municipal biosolids.
The scope of the offer refers to the thermal dryer.The additional required elements to operate the drying plant,out of
the scope of supply, are described in the Appendix 1: Scope of supply, exclusions, battery limits and
requirements.

TECHNICAL AND ECONOMICAL DESCRIPTION
SU�� STC THERMAL SLUDGE DRYING SYSTEM AT LOW TEMPERATURE
Prepared by:I.A.P. Date:04/08/2017 Version:5 Page 4 of 27
Code:1595L Client:USG Project:CITY OF KINSTON(NC)
2 THE STC DRYING SYSTEM
The STC thermal drying system is based on hot air convection at low temperature (150/175°F)(65/80°C) in a belt
dryer. This system has been designed to dry sludge that has already been mechanically dewatered, so that the
residual water they contain can be removed to attain the required final dryness(80-90%).
The product feeding system does not require the sludge to have passed the plastic state, although an initial minimum
consistency is needed for the shaping and belt feeding process. If this value cannot be guaranteed,further dewatering
or a dry product recirculation system may be required.
The dewatered product, stored in the receiving pit or silo, must be taken to the dryer head, where is put through the
extruder. The purpose of this special system is to distribute it evenly onto the upper belt, facilitating the air pass
through the product mass,which is basically for efficient and reliable drying.
The system has two belts for conveying the sludge inside of the drying tunnel, each one moving in the opposite
direction to one another. As they progress through the dryer, hot air circulates at a temperature of maximum 176-
185°F (80-85°C) perpendicular to the belts. This air, which is propelled by the ventilation system, passes through the
product extracting water through hygroscopic equilibrium. As there is no movement or friction in the drying process,
very little dust is generated during this stage.
Once the drying process is completed, the granulated sludge are a low-density dry product,easy to handle,transport
and with excellent properties for end uses(agriculture, energy, etc.). The dry and granulated product is collected and
taken to one side of the dryer,from where it has to be distributed to the storage system selected by the client.
The dryer uses a modular design concept,therefore future extensions based on the equipment already installed are
possible. High quality materials are used for construction to meet all the technical specifications required for these
uses.As it is a modular system,each module is manufactured and fully tested in the factory before being delivered
to the plant. On-site assembly is therefore easier and faster, and only requires fixing the modules to the sole base
plate with special anchors and connecting the pipes and electrical cables between the modules and other peripheral
connections to the plant.
The design of the dryer has been done for installation under and existing cover.
The dryers are divided into three working areas,each one with different functions:
• Module 0
• Drying modules
• Return module
The loading of the dewatered sludge and discharge of the dried product take place in the module 0. The HMI is
located in this area for the control of the whole dryer. This module includes the receiving hopper, the extruder, the
dried product collection system and the traction system of the lower belt.The upper belt is loaded with the dewatered
sludge and the lower belt comes back to the module 0 loaded with the fully dried product. Once here, the dried
product falls from the lower belt into a small hopper, from where it is extracted from the dryer by means of a
discharging screw conveyor.

TECHNICAL AND ECONOMICAL DESCRIPTION
SU�� STC THERMAL SLUDGE DRYING SYSTEM AT LOW TEMPERATURE
Prepared by:I.A.P. Date:04/08/2017 Version:5 Page 5 of 27
Code:1595L Client:USG Project:CITY OF KINSTON(NC)
The drying modules are the units that constitute the drying tunnel, where the drying process takes place. They work
as independent units and basically include both belts, which convey the product through the whole drying tunnel,the
water/air heat exchangers of the process, both for heating the product and condensing the evaporated water and the
fans for circulating the hot air loop through the product and the heat exchangers. All the elements forming the
equipment are accessible from the outside, with easy maintenance by detachable panels. The dryer has its own
electrical panels for power distribution, power and control,the PLC and HMI.
The return module is located at the opposite end of the module 0.The traction system of the upper belt is located in
this area. In this module,the product falls from the upper belt to the lower belt and is returned to the front of the drying
tunnel.There is a longitudinal brush system at this point to assist sludge loading and uniform distribution on the lower
belt.
Module 0 Drying tunnel
_ t ` Return module
4, \
116
; -:
4 e i 1. ' P c..
i
Electrical panels
Simplified sketch of the STC dryer working areas
The low drying temperature significantly increases the number of possibilities to provide thermal power to the dryer.
The STC dryers can work with a wide range of calorific energy sources. They can be adapted to make proper use
of hot water circuits, which can come from different origins: cogeneration engines, hot water boilers, exhaust gases,

Q TECHNICAL AND ECONOMICAL DESCRIPTION
C,e)e0") SU�+� STC THERMAL SLUDGE DRYING SYSTEM AT LOW TEMPERATURE
Prepared by:I.A.P. Date:04/08/2017 Version:5 Page 6 of 27
Code:1595L Client:USG Project:CITY OF KINSTON(NC)
waste vapor or hot water. Any source of energy that permits the generation of a hot water circuit of approximately
194/176°F(90/80°C)can be used in the dryer.
If there is no calorific source available, SUEZ WT&S offers the possibility to equip the dryer with the heat pump
technology,as it only requires the use of an electrical connection.
The various alternatives of thermal energy sources can lead to the following dryer's configuration:
• Dryer equipped with the hot water exploitation technology(HW):the dryer uses a hot water circuit 194/176°F
(90/80°C)provided by cogeneration engines,hot water boilers,exhaust gases,waste vapor,waste heat,etc.
• Dryer equipped with the heat pump technology (HP): the dryer is equipped with the heat pump system
developed by SUEZ WT&S, which uses electricity for generating the energy both the evaporation and the
condensation processes that take place inside of the dryer.
• Dryer equipped with the mixed system(MX): the dryer combines the Hot Water Exploitation Technology and
the Heat Pump Technology for giving more flexibility to the operation and optimize the energy costs.
In this project the dryer equipped with the hot water exploitation technology(HW)has been selected.
Inside the dryer there are a number of air/water heat exchangers for producing both the evaporation and
condensation capacity.All the required heat for the hot water heat exchangers for supplying the evaporation capacity
is obtained from the hot water circuit fed by the selected heating system (in this case, this system is based on a hot
water boiler provided by the client). The drying air passes through these exchangers, increases its temperature and
thanks to its hygrometric conditions it extracts the humidity given off by the sludge. On the other hand, a part of the
humid air passes through the cold-water heat exchangers located inside of the dryer, which condenses the moist air
into water. The cold water for those exchangers can be obtained by means of cooling towers, cold water streams,
heat pump or other methods(in this case,the cooling water is obtained by means of a cooling tower).
The evaporation and condensation processes take place inside of the dryer, which permits to work in a closed air
loop, maintaining the independence of external climatic conditions and obtaining the maximum heat efficiency. It is
only required to extract a small fraction of the air to maintain the system in a small underpressure. It is recommended
that this extraction is piped to an odor control system.
The condensate is collected by a drainage network and taken to one side of the dryer, where there is a continuous
measuring system of the water removed from the product, and data processing in PLC. The low temperature drying
process prevents the distillation of other pollutants retained in the sludge so that they do not return to the condensate.
Therefore only high quality condensate is obtained,with very low entrainments,depending on the kind of the sludge
treated.
Proper air hygrometric conditions can be established at every stage in the dryer,which optimizes the drying curve and
therefore the product is dried uniformly. Due to the low drying temperature, the end product maintains its organic
and chemical properties and only the water content is modified.
The final solid content is achieved in two ways: varying the height of the product layer placed on the belt, which
means varying the amount of water to be eliminated per unit of time; or varying the belt speed, which means varying
how long the sludge is in the dryer. The final product is obtained by combining both methods automatically. This
regulation is essential to ensure proper drying of the product even when the initial properties vary.

C/occiojsue2STC THERMAL SLUDGE DRYING SYSTEM AT LOW TEMPERATURE
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Code:1595L Client:USG Project:CITY OF KINSTON(NC)
The system is automatic,controlled by PLC.All the process parameters can be tracked and monitored to obtain the
required end product,depending on specific requirements or final uses at all times.The control of air temperature and
humidity in the drying chamber together with the water temperature in the hot and cold water circuits allow the system
to regulate automatically, within the set points in order to produce the desired final product according to the
requirements.
Closed air loop
rI 1-
r f + t
Humid i i i ms's
product
t 4 4 4 4 4 4 4 Condensate
N
�1r
4444 4441 VA
...._.,,x, .... ....._ ..., ....,. .,....... . .:.. .,.:tee .r.
.if
Dried product
Simplified process diagram.The direction of the circulating air may vary according to the characteristics of the product to be dried.
The evaporation and condensation processes take place inside of the dryer, operating in a closed air loop,
maintaining the independence of external climatic conditions and obtaining the maximum heat efficiency. It is only
required to extract a small fraction of the air to maintain the system in a small under pressure. It is recommended that
this extraction is piped and treated by a deodorization system before discharge to the atmosphere.
The condensate is collected by a drainage network and taken to one side of the dryer,where the flow is continuously
measured and data logged.The low temperature drying process prevents from carry-over of other pollutants retained
in the sludge, so that it does not return to the condensate and also reduce odor emissions. Therefore only high
quality condensate is obtained,with very low entrainments,depending on the kind of the sludge treated.
Proper air hygrometric conditions can be established at every stage in the dryer,which optimizes the drying curve and
therefore the product is dried uniformly. Due to the low drying temperature, the end product maintains its organic
and chemical properties and only the water content is modified.
The final solid content is achieved in two ways: varying the height of the product layer placed on the belt, which
means varying the amount of water to be eliminated per unit of time; or varying the belt speed, which means varying

TECHNICAL AND ECONOMICAL DESCRIPTION
CcA
c/DSUez STC THERMAL SLUDGE DRYING SYSTEM AT LOW TEMPERATURE
Prepared by:I.A.P. Date:04/08/2017 Version:5 Page 8 of 27
Code:1595L Client:USG Project:CITY OF KINSTON(NC)
how long the sludge is in the dryer. The final product is obtained by combining both methods automatically. This
regulation is essential to ensure proper drying of the product even when the initial properties of the sludge vary.
The system is automatic, controlled by PLC.All the process parameters can be tracked and monitored to obtain the
required end product,depending on specific requirements or final uses at all times.The control of air temperature and
humidity in the drying chamber together with the water temperature in the hot and cold water circuits allow the system
to regulate automatically, within the set points, in order to produce the desired final product according to the
requirements.
The dryer is dimensioned to operate 24 hours per day with an availability of over 8,000 h/year. The range of
operation recommended for design of the whole plant is 7,500 h/year.
No cleaning and discharge operations are necessary in the stopping and starting procedures. Start-up is immediate
after the operating temperature has been reached in about 15 minutes. The operator can therefore select the
equipment operating mode without being limited to the continuous operation of other systems.
Due to the low temperature drying (air at T<_ 176°C(80°C)) in an indirect system (heat exchange hot water/air), the
STC drying system is intrinsically safe:there is no risk of self-ignition or explosion inside of the dryer. No explosive
atmosphere zoning has been identified and therefore it is not in the field of application of the ATEX regulation and
does not require any implementation of corrective measures in order to guarantee the safety of the process.
Transitional operations like start-up and stop do not imply special situations or danger and therefore do not need any
presence of staff or safety procedures both under normal or abnormal operations, even in case of stop due to
blockage or power cut.
Due to the working temperature, handling of the product and process conception, this system results a solution
focused to achieve a total safety, high process reliability and simplification of the operation tasks. As result of the
energy sources used and the condensed water quality,this system is a clean and ecological solution.

TECHNICAL AND ECONOMICAL DESCRIPTION
c/D S V�� STC THERMAL SLUDGE DRYING SYSTEM AT LOW TEMPERATURE
Prepared by:I.A.P. Date:04/08/2017 Version:5 Page 9 of 27
Code:1595L Client:USG Project:CITY OF KINSTON(NC)
3 CALCULATION OF REQUIREMENTS
The dimensioning is carried out by using the details provided by the client. In this case, the information considered is
as follows:
DATA
Product Municipal biosolids
Quantity 10 tDS/day
Initial solid content 16%DS
Final required solid content 90%DS
Source of energy 90°C water circuit
Requirements are determined by the water quantity that has to be removed, which is calculated using the following
formula:
Mh =M; •(1—S') , being:
Mh=Water quantity to be removed(kg/h)
M;= Initial mass flow(kg/h)
S;= Initial solid content, in a humid base
Sf=Final solid content,in a humid base
The water quantity that has to be removed in this case is:
Mh= 10 DT/day .2,0001b/T•(1— 16 90 J =4,282 pph(H20)(1,942 kgH2O/h)
0.16 DT/WT•24 h/day

TECHNICAL AND ECONOMICAL DESCRIPTION
SU�� STC THERMAL SLUDGE DRYING SYSTEM AT LOW TEMPERATURE
Prepared by:I.A.P. Date:04/08/2017 Version:5 Page 10 of 27
Code:1595L Client:USG Project:CITY OF KINSTON(NC)
4 BASIC TECHNICAL DATA OF THE EQUIPMENT
The characteristics of the proposed dryer are shown below.
DRYER SBK-208-HW-BD
Quantity u. 1
Configuration -- N2C28S21
Type -- Superblock
Dimensions(LxWxH) ft 86.3 x 13.5 x 16.4
(m) (26.3 x 4.1 x 5.0)
Total approx.plant dimensions(LxWxH) ft 96.5 x 36.4 x 23.0
(m) (29.4 x 11.1 x 7.0)
Drying technology _ Hot water 90°C
(HW)
Installed electrical power 1 kW 251
Nominal drying capacity pph H2O 4,282
(kg H20/h) (1,942)
Nominal consumption
Electrical consumption 2 kWh/h 187
Thermal consumption 3 BTU per pound H20 1,500
(kWh/kg H20) (0.97)
Water consumption(cooling tower option)4 Gal per pound H20 0.18
(I/kg H20) (1.50)
1 Installed electric power per dryer,excluding the peripheral equipment not in the SUEZ WT&S scope of supply.
2 Electrical consumption of the dryer,excluding the peripheral equipment not in the SUEZ WT&S scope of supply.
3 The thermal power to be installed must be of minimum 25%over the consumption needs.
4 Estimation of the makeup water in the cooling tower due only to evaporation loss.
1

SlJeQ TECHNICAL AND ECONOMICAL DESCRIPTION
z STC THERMAL SLUDGE DRYING SYSTEM AT LOW TEMPERATURE
Prepared by:I.A.P. Date:04/08/2017 Version:5 Page 11 of 27
Code:1595L Client:USG Project:CITY OF KINSTON(NC)
5 TECHNICAL DESCRIPTION OF THE ELEMENTS OF THE DRYER
5.1 DESCRIPTION OF THE THERMAL ENERGY TRANSFER SYSTEM
The calorific energy required to evaporate the water content in the dewatered sludge may be obtained from a closed
hot-water circuit of approximately 194/176°F (90/80°C) produced by hot water boilers fed with natural gas, biogas, or
other fuels, as well as from cogeneration engines or other waste energy supply systems. In this project the dryer
equipped with the hot water exploitation technology has been selected, which will take advantage of the hot water
circuit provided by a hot water boiler system(system provided by the client).
The thermal energy of the 194°F(90°C)water circuit supplied by the client, is transferred to the drying air circulating in
a closed circuit inside the drying modules, by means of water-air heat exchangers. The heat exchangers are thick-,
stainless steel-tube coils with a finned surface made of treated aluminum, suitable for special environments, in order
to obtain the maximum heat transfer. The heat exchangers are protected by means of filters, composed on an AISI
304 mesh,extractable from the outside and that is revised during the maintenance operations.
The air is propelled through the heat exchangers by the principal fans, producing a controlled increase in its
temperature. This produces hot and dry air, with big water-absorption capacity. This air passes through the sludge,
and sweeps away its water content through hygroscopic equilibrium.
The air is propelled through the heat exchangers by the principal fans, producing a controlled increase in its
temperature. This produces hot and dry air, with big water-absorption capacity. This air passes through the product,
and sweeps away its water content through hygroscopic equilibrium. The absorption of the water by the air takes
place adiabatically,which means that the air has cooled and gained humidity.
As the air operates in a closed circuit, in order to maintain the water-absorption potential of the drying air it must
return to its initial state. Therefore, to reduce the air humidity content, part of this air passes through the cold point,
described in the following section,thereby condensing the extracted water and decreasing its temperature.The rest of
the air passes again through the hot point, which increases its temperature, and with both hot and cold streams the
same initial conditions are obtained.Thus,a closed air circuit is maintained within the drying tunnel, avoiding the need
of working air after-treatment.
Technical data:Hot water heat exchangers
Type: Extruded bimetallic fin tube heat exchangers
Quantity: 16 units
Materials:
- Water tubes:AISI 316L
- Fins:aluminum
- Manifolds:AISI 304
Working fluids:
- Primary:water at 90/80°C
- Secondary:air at 65/75°C
Design pressure:6 barg
Manufacturer:SUEZ WT&S

TECHNICAL AND ECONOMICAL DESCRIPTION
SU�� STC THERMAL SLUDGE DRYING SYSTEM AT LOW TEMPERATURE
Prepared by:I.A.P. Date:04/08/2017 Version:5 Page 12 of 27
Code:1595L Client:USG Project:CITY OF KINSTON(NC)
5.2 DESCRIPTION OF THE WATER CONDENSATION SYSTEM
As the system operates by means of a hot water circuit at approx. 194/176°F(90/80°C), in order to maintain the pre-
established conditions for the drying air, its water extraction capacity, and the recovery of heat, the water that has
been evaporated from the product must be condensed.This condensation takes places along the whole drying tunnel,
by cooling some part of the air contained in the system.The condensate collection takes place in each module and is
piped to a sole point where the total flow is measured.
For this cooling and condensation process,a water circuit is used with working temperatures of 82/104°F(28/40°C).
The water flow passes through the air-water heat exchangers in the cold point inside the dryer. The part of the air
going through this exchanger cools down to saturation conditions, so that the water content becomes liquid and can
be extracted out of the dryer.The dryer can adapt automatically to each operation point. In this case the condensation
control is done by the PLC by means of the frequency converters of the fans that force the pass of the air through
those heat exchangers,allowing the condensation of the required flow.
The heat exchangers are thick-, stainless steel-tube coils with a finned surface made of treated aluminum with a
special protective coating, ideal for special environments,in order to obtain the maximum heat transfer.The pipes are
fixed to the manifolds by means of a special mechanical assembly without welding, which ensure an optimal
endurance of the material quality, assembly and possibility of partial and easy substitution of the pipes. The heat
exchangers are protected by means of filters, composed on an AISI 304 mesh and a filter blanket, extractable from
the outside and that is revised/substituted during the maintenance operations.
The recovery of the temperature level of the cold-water circuit can be produced by the following systems:
- Cooling towers,those by means of evaporation of some part of the water flow allow the cooling of the rest
of the water flow. This system is very stable in operation but requires a continuous supply of water to
compensate loses in the evaporation process and also requires a treatment system for the replacement
water in order to comply with the legislation according to the prevention against legionella.
- Cooling by means of the outlet water of the WWTP previously filtered. The filtration capacity must be of
less than 0.15 mm particle by means of a self-cleaning ring filter. The cooling process takes place when
this filtered flow exchanges the energy with the dryer cold-water circuit in a plate heat exchanger. This
system requires the transport and filtration of large flows of water through heat exchangers in order to
maintain an acceptable temperature difference and avoid the increase the outlet water of the WWTP more
than 15—20°C.The temperature of this effluent in the inlet of the heat exchanger should be less than 77°F
(25°C)at every time of the year.This option avoids the water and chemicals consumption.
Due to the final effluent temperature, the recovery of the temperature level of the cold-water circuit will be produced in
this project by means of a cooling tower.
Technical data:Cold water heat exchangers
Type:Extruded bimetallic fin tube heat exchangers
Quantity:8 units
Materials:
- Water tubes:AISI 316L
- Fins:aluminum

TECHNICAL AND ECONOMICAL DESCRIPTION
C/)cci/DD S V e2 STC THERMAL SLUDGE DRYING SYSTEM AT LOW TEMPERATURE
Prepared by:I.A.P. Date:04/08/2017 Version:5 Page 13 of 27
Code:1595L Client:USG Project:CITY OF KINSTON(NC)
- Manifolds:AISI 304
Fins surface treatment: Blygold®
Working fluids:
- Primary:water at 30/40°C
- Secondary:air at 65/45°C
Design pressure:4 barg
Manufacturer: SUEZ WT&S
5.3 DESCRIPTION OF THE AIR CIRCULATION SYSTEM
The circulation of the air through the sludge is one of the fundamental stages in the operation of the plant. The air is
propelled through the product by means of high-performance radial fans.
The air circulates perpendicularly to the belts, passing over two belts consecutively and the heat exchangers located
inside of the dryer,for heating and condensing purposes.
The complete circuit of the drying air is perpendicular to the drying tunnel length, so that each crosswise section of
tunnel contains all the elements: drying belt, hot water heat exchangers, cold water heat exchangers and ventilation
unit. This configuration means that the dryer can be very easily extended. The ratio between the airflow, exchanger
surface and belt surface,among other elements remains constant.
The fans are radial, with aluminum casing and blades. They are fitted with motors designed especially for these
applications, including high-temperature bearings.The work rate and pressure guarantee a propulsion speed suitable
for uniform,kinetically fast drying.
Technical data:Principal fans
Type:centrifugal
Quantity:8 units
Materials:
- Wheel:aluminum
Motor:
- Brand:ABB or similar
- Type:squirrel cage three phase low voltage motor
- Efficiency: IEC 60034 1E2
- Protection: IEC 60529 IP55
- Speed regulation:VSD
- Casing:
o Material:Aluminium
o Surface protection:C3-M according EN ISO 12944
Service:
- Air flow-rate:33.000 m3/h per unit
- Maximum pressure:600 Pa
Manufacturer: SUEZ WT&S

TECHNICAL AND ECONOMICAL DESCRIPTION
c/-) SU�� STC THERMAL SLUDGE DRYING SYSTEM AT LOW TEMPERATURE
Prepared by:I.A.P. Date:04/08/2017 Version:5 Page 14 of 27
Code:1595L Client:USG Project:CITY OF KINSTON(NC)
5.4 DESCRIPTION OF THE BELT
The dryer incorporates two belts. These belts serve as a conveyance system for the product, through which the dry
air circulates.
Each belt consists of an interlocking fiberglass reinforced polypropylene cells support, designed especially by SUEZ
WT&S and a stainless steel mesh. The mesh is in direct contact with the product, serving as a support and a filter. Its
special construction provides adequate support, preventing the water from running off or leaching,with minimum load
loss.
The belts are moved by planetary gears, which can be adjusted by the addition or removal of modules. A frequency
converter regulates the forward speed of the belts.
The regulation range of the upper belt is between 30—45 minutes and in the lower belt between 30—75 minutes. In
normal operation conditions the total dew time is between 60—90 minutes.
A dry continuous cleaning system,using modular polyamide fiber brushes,is attached to the belts.The purpose of the
cleaning brushes is to assist the separation of the product from the drying belt,while constantly cleaning the belt.This
prevents blockages that would affect the airflow over the belt. There is also a belt washing system that uses pressure
sprays. The belt tightening system is installed at both ends of the belt and the force to which the belt is subjected is
constantly measured by means of stress cells.
Technical data: Belts and cleaning brushes
Belts:
Quantity:2 units
Materials:
- Frame: reinforced thermoplastic
- Mesh:AISI 316L
- Chain:AISI 304
Gearbox:
- Brand: Bonfiglioli or similar
- Type: Planetary
Motor:
- Brand:ABB or similar
- Type:squirrel cage three phase low voltage motor
- Efficiency: IEC 60034 1E2
- Protection: IEC 60529 IP55
- Speed regulation:VSD
- Casing:
o Material:Aluminum
o Surface protection: C3-M according EN ISO 12944
Stress control:load cell type
Manufacturer:SUEZ WT&S
Cleaning brushes:
Quantity:2 units
Materials:

TECHNICAL AND ECONOMICAL DESCRIPTION
SU�� STC THERMAL SLUDGE DRYING SYSTEM AT LOW TEMPERATURE
Prepared by:I.A.P. Date:04/08/2017 Version:5 Page 15 of 27
Code:1595L Client:USG Project:CITY OF KINSTON(NC)
- Core: PA
- Brushes: PA
Gearbox:
- Brand: Bonfiglioli or similar
- Type:Orthogonal
Motor:
- Brand:ABB or similar
- Type:squirrel cage three phase low voltage motor
- Efficiency: IEC 60034 1E3
- Protection: IEC 60529 IP55
- Casing:
o Material:Aluminum
o Surface protection:C3-M according EN ISO 12944
Manufacturer:SUEZ WT&S
5.5 DESCRIPTION OF THE PIPES,CONNECTIONS AND VALVES
All the duct and piping systems that make up the hot-water circulation system for heating and evaporating the water
from the product and the cold-water to the condensation of the water eliminated from the product are made of
Victaulic-type flexible assemblies.
The attachment parts are made of galvanized iron,with EPDM gaskets,which are in contact with the liquid inside.
The assemblies attached to the 2-way valves in the plant are controlled by the PLC through PID, which regulates the
drive through a servomotor,according to the temperatures measured in the water circuits.
Technical data: Pipework conveying water
Working pressure:
- Hot water circuit:3 barg
- Cold water circuit:2 barg
Design pressure:
- Hot water circuit:6 barg
- Cold water circuit:4 barg
Hot water pipes:
- Material:AISI 304
- Standards:
o EN 10217-7
o ASTM A312/ASME SA-312
- Thermal insulation: Synthetic EPDM rubber based foam acc.EN 14304
- Lagging:double layer laminate of aluminium,coated a PVC backing(non-vermin-proof)
Cold water pipes:
- Material:AISI 304
- Standards:
o EN 10217-7
o ASTM A312/ASME SA-312
Valves:

TECHNICAL AND ECONOMICAL DESCRIPTION
SUE'z STC THERMAL SLUDGE DRYING SYSTEM AT LOW TEMPERATURE
Prepared by:I.A.P. Date:04/08/2017 Version:5 Page 16 of 27
Code:1595L Client:USG Project:CITY OF KINSTON(NC)
- Waffer
o Sizes:3—6"
o Body:Grey cast iron
o Disk:AISI 304
- Ball
o Sizes:3/4"—2"
o Body:AISI 304
o Ball:AISI 304
Fittings:
o Type:Victaulic or similar
o Body:ductile iron ASTM A-536 grade 65-45-12 hot dip galvanized ASTM A-153 or A-123
o Gasket: EPDM Grade E ASTM D-2000
o Nuts and bolts:ASTM A449 and ASTM A563,zinc plated ASTM B-633
5.6 DESCRIPTION OF THE STRUCTURE AND WALLS
The dryer support structure consists of aluminum sections with heat bridge fracture to prevent water condensation
and loss of heat.They are made of a special 6005 alloy to withstand corrosive atmospheres. This latticed structure is
self-supported and is designed for open-air installation.
All the structural profiles and joints are specially designed by SUEZ WT&S. The joints are screwed on plates of
stainless steel, achieving the maximum precision and avoiding the problems of welded structures(tensions,corrosion
points,etc.). In order to get the required leveling,the modules are supported on the sole plate by means of level feet.
The sidewalls are made of sandwich panels consisting of PET isolation and aluminum sheet, for a total thickness of
45 mm. These walls are entirely framed by double aluminum sections with thermal bridge fracture. The panels are
attached to the aluminum structure,which forms the frame for the machine.
The covers are attached to the structure by quick-bolted joints with insulating seals, allowing the panels to be
dismantled for access to all parts of dryer when carrying out maintenance,cleaning or repair operations.
This assembly of structure and panels covers and thermally isolates the inside of the dryer,avoiding condensations in
walls and floor and energy losses by conduction.
Technical data: Dryer structure and walls
Type:aluminum profiles screwed with stainless steel bolts and plates
Profiles:
- Type: STC alloyed 6005 alloyed aluminum profiles
- Heat bridge fracture:PA
Insulation panels:
- Type:sandwich
- Total thickness: 45 mm
- Materials:
o Core: PET
o External sheet:aluminum 3105 H46
- Surface protection: polyester 27 pm

TECHNICAL AND ECONOMICAL DESCRIPTION
CAcc,D) SUe2 STC THERMAL SLUDGE DRYING SYSTEM AT LOW TEMPERATURE
Prepared by:I.A.P. Date:04/08/2017 Version:5 Page 17 of 27
Code:1595L Client:USG Project:CITY OF KINSTON(NC)
- External color:RAL 9006 silver metallic
Bolts:
- Type: metric size
- Material:A2
Plates:
- Material:AISI 304
Manufacturer:SUEZ WT&S
5.7 DESCRIPTION OF THE SLUDGE FEEDING SYSTEM
The reception sludge and distribution onto the belt is done by means of an extruder, which is equipped with a small
hopper of approx. 2 m3 installed at the top.This equipment is installed in the module 0 of the dryer.The working width
of the extruder matches the working width of the belt. It is supported by means of a guided hanging system, which
enables to be easily removed for cleaning and maintenance operations.
The extruder consists of feeding paddles that push the product through a perforated stainless steel sheet. The
dewatered product is shaped into small round cylinders with diameters of between 5 and 8 mm and variable lengths.
These are deposited across the width of the belt,thereby obtaining suitable uniformity in the air current and increasing
the surface available for exchange with the hot air.The load on the belt is controlled automatically by means of a laser
transmitter.
In case of sludge with insufficient consistency to be extruded, it may be required to install a back mixing system of
dried product in order to achieve the required consistency that permits a proper extrusion of the sludge and
distribution on the belt (not included in this offer). In those cases, this back-mixing system should be studied
according to the characteristics of the sludge to be dried.
Technical data:Sludge feeding system
Hopper:
- Quantity: 1 unit
- Basic materials:
o Structure:AISI 304
o Screw: ST 52
- Gearbox:
o Brand: Bonfiglioli or similar
o Type: Planetary and orthogonal
- Motor:
o Brand:ABB or similar
o Type:squirrel cage three phase low voltage motor
o Efficiency: IEC 60034 1E2
o Protection: IEC 60529 I P55
o Speed regulation:VSD
o Casing:
• Material:Aluminum
• Surface protection:C3-M according EN ISO 12944
- Level sensor: radar
- Manufacturer: SUEZ WT&S

CAco/'5D suetTECHNICAL AND ECONOMICAL DESCRIPTION
STC THERMAL SLUDGE DRYING SYSTEM AT LOW TEMPERATURE
Prepared by:I.A.P. Date:04/08/2017 Version:5 Page 18 of 27
Code:1595L Client:USG Project:CITY OF KINSTON(NC)
Extruder:
- Quantity: 1 unit
- Basic materials:
o Structure:AISI 304
o Feeding scrapers:AISI 304
o Perforated sheet:AISI 304
- Gearbox:
o Brand: Bonfiglioli or similar
o Type: Planetary and orthogonal
- Motor:
o Brand:ABB or similar
o Type:squirrel cage three phase low voltage motor
o Efficiency: IEC 60034 1E2
o Protection: IEC 60529 I P55
o Speed regulation:VSD
o Casing:
• Material:Aluminum
• Surface protection: C3-M according EN ISO 12944
- Manufacturer: SUEZ WT&S
5.8 DESCRIPTION OF THE DRIED SLUDGE DISCHARGING SYSTEM
After the drying process the dried product is unloaded in a small hopper equipped with a screw conveyor, which
conveys it out of the dryer to one of its sides.An additional conveyor transfers the dried product from the discharging
point of the dryer to the container provided by the client.
Technical data: Dried sludge discharging system
Discharging screw conveyor:
- Quantity: 1 unit
- Basic materials:
o Casing:AISI 304
o Screw:AISI 304
- Gearbox:
o Brand: Bonfiglioli or similar
o Type:Orthogonal
- Motor:
o Brand:ABB or similar
o Type:squirrel cage three phase low voltage motor
o Efficiency: IEC 60034 1E3
o Protection: IEC 60529 I P55
o Casing:
• Material:Aluminum
• Surface protection: C3-M according EN ISO 12944
- Manufacturer: SUEZ WT&S

Q TECHNICAL AND ECONOMICAL DESCRIPTION
SU�+� STC THERMAL SLUDGE DRYING SYSTEM AT LOW TEMPERATURE
Prepared by:I.A.P. Date:04/08/2017 Version:5 Page 19 of 27
Code:1595L Client:USG Project:CITY OF KINSTON(NC)
5.9 DESCRIPTION OF THE ELECTRICAL CONNECTIONS AND CONTROL SYSTEM
The operation philosophy of the dryer is based on the independent self-sufficient operation. The dryer is equipped
with a distribution board for feeding the electrical power to whole line,a PLC(Schneider),for controlling it and an HMI
for supervising and operating the dryer. An additional electrical panel will centralize all the peripheral equipment that
is common to the whole dryer.
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Example of dryer electrical panels distribution
From the distribution board of the dryer, the power will be fed to the electrical panels for the drying module, traction
system, PLC,etc., located at the dryer header. The wiring system includes all necessary protective devices and uses
the highest quality materials on the market. The power connections use cabling for the general supply. The wiring
uses flexible Cu sleeves.
The interconnection between the dryer and the plant is based on cabled signals, with which the critical minimum
information for the running of the dryer is transferred (peripheral equipment authorizations, start-up request, running
confirmations, general status, etc.). Besides the wired signals, the control system is prepared to create a
communication network with a centralized system, which receives most important information of the equipment and
any possible alarms. The information transferred by the communication network is not critical; the dryer can operate
even if this communication fails as long as the wired signals exist. The operative control must be always done in the
control panel of the dryer by safety reasons. From the SCADA of the plant will be possible to supervise the equipment
with the information received from the communication network,but not change operation parameters.

Q TECHNICAL AND ECONOMICAL DESCRIPTION
C/)ccipp SlJ`� STC THERMAL SLUDGE DRYING SYSTEM AT LOW TEMPERATURE
Prepared by:I.A.P. Date:04/08/2017 Version:5 Page 20 of 27
Code:1595L Client:USG Project:CITY OF KINSTON(NC)
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Example of PLC architecture
The different manual switches and pilot lights for automatic and manual control of the drying plant are installed on the
same switchboard.
The monitoring and control system includes a series of protective devices and signals that allow proper drying
equipment regulation, air exchanger operation, belt forward speed and the operation of the engines, gears, pumps
and associated safety systems. It also permits the control of the air moisture content in different sections of the dryer.
Technical data:Electrical material
Voltage:480V 3ph+N+PE
Frequency: 60 Hz
Standard earth system:TT
Power transport:cable
Electrical panels:
- Brand: Rittal,Schneider or similar
- Internal separation acc. EN60439-1:form 2
- Protection: IEC 60529 IP55
- Surface protection:C2-M according EN ISO 12944
Field cables:flexible copper,unarmoured
Electrical trays:
- Type:electrowelded wire mesh without lid
- Materials: hot galvanized steel

SUQ TECHNICAL AND ECONOMICAL DESCRIPTION
`� STC THERMAL SLUDGE DRYING SYSTEM AT LOW TEMPERATURE
Prepared by:I.A.P. Date:04/08/2017 Version:5 Page 21 of 27
Code:1595L Client:USG Project:CITY OF KINSTON(NC)
Terminals and labels:
- Brand: Phoenix/Weidmiiller
Main PLC:
- Brand:Schneider
Auxiliary PLC:
- Brand:Schneider
HMI:
- Brand: Schneider

TECHNICAL AND ECONOMICAL DESCRIPTION
SU�� STC THERMAL SLUDGE DRYING SYSTEM AT LOW TEMPERATURE
Prepared by:I.A.P. Date:04/08/2017 Version:5 Page 22 of 27
Code:1595L Client:USG Project:CITY OF KINSTON(NC)
6 TECHNICAL DESCRIPTION OF THE PERIPHERAL EQUIPMENT
6.1 DESCRIPTION OF THE HOT WATER CIRCULATION SYSTEM
The hot water at 90°C generated in the boiler will be used in the dryer as heat source for the drying process. The
dryer is equipped with 1 in-line centrifugal pump, assembled in skid, which includes consignation valves, protection
filters and expansion vessel,for circulating the water between the hot water boiler system and the dryer.
Technical data: Hot water pump
Type:centrifugal in-line
Quantity: 1 unit
Flow-rate: 180 m3/h
Height:25 mWC
Speed regulation:VDS
Brand:Wilo or similar
6.2 DESCRIPTION OF THE COLD WATER CIRCULATION SYSTEM
The hot water at 28°C generated in the cooling tower will be pumped to the dryer by means of an in-line centrifugal
pump.The pump is assembled in skid and includes consignation valves and protection filters.
Technical data:Cold water pump
Type:centrifugal in-line
Quantity: 1 unit
Flow-rate: 180 m3/h
Height:30 mWC
Speed regulation:VDS
Brand:Wilo or similar
6.3 DESCRIPTION OF THE COOLING TOWER
The condensation of the evaporated water contained in the sludge is produced inside of the dryer thanks to the
saturation by cooling of some part of the drying air. For this cooling and saturation a cold water circuit of approx.
28/40°C is used inside of the dryer. In order to generate this cooling capacity a system based on cooling tower has
been selected.
The structure of the cooling tower is made up of a compact, self-supporting housing, made entirely of polyester
reinforced with fiberglass, highly resistant to corrosive environment. The inner structure includes hot dip galvanized
profiles,after mechanization and assembled to the frame with A2 stainless steel bolts.
The water distribution system in the cooling towers is composed on a PP collector and several ABS nozzles,attached
to the distribution pipes.The demister is composed of PP panels.

TECHNICAL AND ECONOMICAL DESCRIPTION
S V e2STC THERMAL SLUDGE DRYING SYSTEM AT LOW TEMPERATURE
Prepared by:I.A.P. Date:04/08/2017 Version:5 Page 23 of 27
Code:1595L Client:USG Project:CITY OF KINSTON(NC)
The cooling towers are equipped with axial fans, dynamically balanced, manufactured with reinforced polyester
blades.
The objective of the cooling towers is collect the cold water flow from the dryers at a temperature of approx.40°C and
cool it to approx. 28°C for returning this flow to the dryers. This cooling capacity takes place by evaporation of part of
the circulating flow,which has to be replaced by softened potable water treated with anti-scaling and biocide.
Technical data:Cooling tower
Quantity: 1 unit
Model: EWK 1800/09 or similar
Type:axial
Thermal power:2,700 kW
Basic materials:
- Structure:polyester reinforced with glass fiber
- Collection raft:polyester reinforced with glass fiber
- Distribution pipes:PP
- Demister:PP
- Nozzles:ABS
Fans:
- Type:axial
- Quantity: 1 unit
6.4 DESCRIPTION OF BELTS CLEANING SYSTEM
The dryer has a dry continuous cleaning system, by means of the dried sludge discharge brushes.There is also a belt
washing system that uses medium-pressure sprays. This operation will be carried out manually when required,
depending on the grade of dried dirty on the belt,which varies depending on the sludge type,the previous mechanical
dewatering system and the sludge consistence.
The washing operation is made simultaneously in both belts and means that the dryer must be stopped.
Technical data: Belts wet cleaning system
Pump:
- Type:centrifugal vertical
- Quantity: 1 unit
- Flow-rate:5.5 m3/h
- Height: 150 mWC
- Speed regulation:VDS
- Brand:Wilo or similar
Nozzles:
- Material:AISI 316L

TECHNICAL AND ECONOMICAL DESCRIPTION
SU�� STC THERMAL SLUDGE DRYING SYSTEM AT LOW TEMPERATURE
Prepared by:I.A.P. Date:04/08/2017 Version:5 Page 24 of 27
Code:1595L Client:USG Project:CITY OF KINSTON(NC)
7 MAINTENANCE
7.1 LIST OF SUPERVISION AND MAINTENANCE OPERATIONS
Basic maintenance operations and the estimated time required are given below:
TASK STOP PEOPLE FREQUENCY DURATION(h)
Checking sensors NO 1 Weekly 1.75
Cleaning shapers YES 2 Every 3 months 5.00
Cleaning trays MV YES 2 Weekly 0.25
Checking wear NO 1 Monthly 2.00
Checking air filters and cleaning if required YES 2 Monthly 6.00
Checking oil and lubrication levels NO 1 Monthly 1.50
Checking drying belts NO 1 Daily 0.50
Cleaning drying belts YES 0 Every 3 months 4.00
General inspection YES 2 Every 4 months 18.00
- Stop: establishes whether the plant must be stopped to carry out the task
- People:minimum number of people required to perform the task
- Frequency:frequency recommended for performing the operation
- Duration:time required for the operation,performed by the specified minimum number of people
The maintenance operations may be performed simultaneously,depending on estimates for the number of employees
available,as proposed by the company in their operation plan,with the exception of the general inspection.
Aqualogy can offer under request a contract of remote technical assistance and preventive maintenance service.

TECHNICAL AND ECONOMICAL DESCRIPTION
SUG z STC THERMAL SLUDGE DRYING SYSTEM AT LOW TEMPERATURE
Prepared by:I.A.P. Date:04/08/2017 Version:5 Page 25 of 27
Code:1595L Client:USG Project:CITY OF KINSTON(NC)
8 COST ESTIMATE AND GENERAL TERMS
The quotation of the proposed equipment is described as follows:
8.1 PRICE
Quantity Description
Dryer equipped with the hot water technology at 90°C
On site assembly,commissioning and start-up.Staff training during this period.
1
According to all the Appendixes included in the offer.
INCOTERMS 2016: DAP
PRICE
8.2 PAYMENT TERMS
The terms of payment are the following:
- 30%on signing the contract
- 50%on FAT test
- 10%with on-site assembly,acceptance of SAT test
- 10%after provisional acceptance,and equivalent amount bank warranty until the end of the guarantee period.
with accepted payment documents,due at a maximum of 30 days.
8.3 VALIDITY
The validity of this quotation is for 3 months.
This offer has been made with initial data and it is subject to any modifications that may arise during project definition.
SUEZ WT&S reserve the right of technical changes during the project execution.
8.4 GUARANTEE AND LIABILITY
The guarantee for materials is 2 years from the provisional reception of the dryer or a maximum of 27 months after
the finishing the installation.

TECHNICAL AND ECONOMICAL DESCRIPTION
suee STC THERMAL SLUDGE DRYING SYSTEM AT LOW TEMPERATURE
Prepared by:I.A.P. Date:04/08/2017 Version:5 Page 26 of 27
Code:1595L Client:USG Project:CITY OF KINSTON(NC)
Liability will be limited to the damage and loss directly suffered by the Client and will be limited also to the total annual
remuneration stipulated in the Offer in relation to which the damage was caused. Compensation will not be paid for
loss of profit or any other indirect damage or loss, including loss of business, loss of use, business interruptions, or
loss of agreement, although this limit will not apply in the event of death or physical damage or injury, or in cases of
wilful misconduct or gross negligence on the part of SUEZ TW&S.
Total amount of penalties, including delay or low performance damages are limited to the maximum amount of 10%of
the Offer Price.
8.5 TERM OF DELIVERY
The term of delivery is estimated as follows:
Preliminary services:
- Design Deliverables:4 weeks since contract signature,according to Appendix 8. List of Deliverables
Since Construction phase approval:
- Manufacturing: 7 months
- Transport: 1 month
- On site assembly and start up: 3 months

cr) MICAL DESCRIPTION
SUezSTC THERMAL SLUDGE DRYING SYSTEM AT LOW TEMPERATURE
Prepared by:I.A.P. Date:04/08/2017 Version:5 Page 27 of 27
Code:1595L Client:USG Project:CITY OF KINSTON(NC)
9 LIST OF APPENDIXES
The following appendixes are part of the complete offer.
Document Description
Appendix 1 Scope of supply,exclusions,battery limits and requirements
Appendix 2 Plans: Dryer layout and P&IDs
Appendix 3 List of motors
Appendix 4 List of signals
Appendix 5 FAT and SAT tests plan
Appendix 6 Performance test plan
Appendix 7 List of spare parts for 2 years
Appendix 8 List of deliverables
Appendix 9 List of references in sludge drying