WQ0045675_Application (FTSE)_20240830

dHerring -Sutton
Ft ASSOCIATES-P.A. 4—
ENGINEERS - SURIVEYPRS� PLANNERS
July 7, 2024
Michael Hall
Regional Supervisor
NCDEQ-DWQ
Raleigh Regional Office
3800 Barrett Drive
Raleigh, NC 27609
JUL Z 0 0Z4
Ral£.ia11! RegionaI O'ice
SUBJECT: Fast -Track Sewer System Extension Application
Barton Place Residential Subdivision
City of Wilson
Dear Mr. Vinson:
Enclosed for review, processing, and approval with one original and once copy are
following items concerning the proposed installation of approximately 414 linear feet 8"
diameter gravity sewers, and other appurtenances to serve 19 single family 3-bedroom
dwelling units along Lukes Way within Barton Place Subdivision located in Wilson, North
Carolina. The proposed project will require a requested flow allocation of 4275 gallons
per day. The enclosed items are as follows:
• Fast -Track Application Form "FTA 04-16"
• Colored USGS Quad Sheet with approximate system layout
• Aerial Location Map with Street Names
• Flow Tracking/Acceptance for Sewer Ext. Permit Application (FTSE 04-16)
• Check in the Amount of $480.00 (Application Fee).
Thank you very much for your assistance with this matter, and if further information is
needed, please do not hesitate to contact us.
Respectfully,
HerripgrSutton and Associates, P.A.
;onnie L. utton, P.E.
cc: Kyle Manning, P.E
2201 Nash Street NW - Wilson, North Carolina 27896 - [phone] - Fax [phone]

State of North Carolina
Department of Environmental Quality
DWR Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 06-21 & SUPPORTING DOCUMENTATION
Application Number: WQ0045675 (to be completed by DWR)
All items must be cam feted or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: CITY OF WILSON (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State/County ® Municipal ❑ Other
3_ Signature authority's name: KYLE MANNING. PE per 15A NCAC 02T .0106(b)
Title: ASSISTANT DIRECTOR OF PUBLIC WORKS
4. Applicant's mailing address: P.O. BOX 10
City: WILSON State: NC Zip: 2_7$94-
5_ Applicant's contact information:
Phone number: 2 2- 296-3416 Email Address: kmannin wilsonnc.or
II, PROJECT INFORMATION:
1. Project name: BARTON PLACE
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: WQ00 and issued date: ,
For modifications, also attach a detailed narrative description as described in Item G of the checklist.
If new construction, but part of a master plan, provide the existing permit number: WQ00
3. County where project is located: WILSON
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.712OLongitude:-77.951°
5. Parcel ID (if applicable): 3711-16-3027 Part o (or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: RONNIE L, SUTTON, PE License Number: 10180 Gc ` V, fi Af�o��
0-0
Firm: HERRING-SUTTON AND ASSOCIATES. PA
_ —
Mailing address: 2201 NASH STREET NW
City: WILSON State: NC Zip: 27896-
4�
Phone number: 252 291-8887 Email Address: rsutton@_hprring-sutton.com
herrina-sutton.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: HOMINY SWAMP WWTP Permit Number: NC 0023906
Owner Name: CITY OF WILSON
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1, Permit Number(s): WQ [unknown]
2. Downstream (Receiving) Sewer Information: 8 inch ® Gravity ❑ Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCS00021
Owner Name(s): CITY OF WILSON
FORM: FTA 06-21 Page 1 of 5

V). GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑ Yes ❑ No ® N/A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement,(FORM: DEV) been attached?
❑ Yes [:]No ®N/A
3. If the Applicant is a Home/Property Owners' Association, has an HOA/POA Operational Agreement (FORM: IJOA) and
supplementary documentation as required by 15A NCAC 02T.0I 15(c) been attached?
❑ Yes ❑ No ® N/A
4. Origin of wastewater: (check all that apply):
® Residential (Individually Owned) ❑ Retail (stores, centers, malls) ❑ Car Wash
❑ Residential (Leased) ❑ Retail with food preparation/service ❑ Hotel and/or Motels
❑ School I preschool I day can: ❑ Medical / dental / veterinary facilities ❑ Swimming Pool/Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming Pool/Filter Backwash
❑ Businesses,' offices f factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater : 100 % Domestic % Commercial % Industrial (See 15A NCAC 02T .0103(20))
If Industrial, is there a Pretreatment Program in effect? ❑ Yes(] No
6. Has a flow reduction been approved under 15A NCAC 02T .0I 14(f)? ❑ Yes ❑ No
If yes, provide a cony of flow reduction approval letter with this application
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(f))
Daily Design Flow
No. of Emits
Flow
RESIDENTIAL (3-BEDROOM)
225 gal?unit
19
4 275 GPD
gal?
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gall
GPD
Total
41275 GPD
a See 15A NCAC 02T .01 14 d e I and e 2 for caveats to wastewater design flow rates (i.e., minimum flow per
dwelling; proposed unknown non-residential development uses; public access facilities located near high public use areas;
and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in G.S. 42A-4).
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15A NCAC 02T.01 141 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 4.275 GPD (per 15A NCAC 02T .0114)
Y Do not include future flows or previously permitted allocations
If permitted flow is zero, please indicate why:
❑ Pump Station/Force Main or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line.
Please provide supplementary information indicating the approximate timeframe for permitting upstream sewers with flow.
❑ Flow has already been allocated in Permit Number: Issuance Date:
❑ Rehabilitation or replacement of existing sewers with no new flow expected
❑ Other (Explain):
FORM: FTA 06-21 Page 2 of 5

Vll. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T.0305 & MOC (Gravity Sewers);
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
8 414 SDR 35 PVC
> Section Il & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
> Section][] contains information related to minimum slopes for gravity sewer(s)
i- Oversizing lines to meet minimum slope requirements is not allowed and a violation of the MDC
Vlll. PUMP STATION DESIGN CRITERIA (if Applicable) , 02T.0305 & 1l1DC (Pvmp Stations/Force. Mains):
PROV IDE A SEPARATE COPY OF THIS PAGE FOR EACH PUMP STATION INCLUDED 1N THIS PROJECT
1. Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude: _ _ ' Longitude: -
3. Total number of pumps at the pump station: _... ---
3. Design flow of the pump station: millions gallons per day (firm capacity)
> This should reflect the total GPM for the pump station with the largest pump out of service.
4. Operational point(s) per pump(s): T gallons per minute (GPM) at feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) Length (feet) Material
If any portion of the force main is less than 4-inches in diameter, please identify the method of solids reduction per
MDCPSFM Section 2.0IC. I.b. ❑ Grinder Pump ❑ Mechanical Bar Screen ❑ Other (please specify)
6. Power reliability in accordance with 151&NCAC 027' .0305(h (I_):
❑ Standby power source or ❑ Standby pump
> Must have automatic activation and telemetry - 15A NCAC 02T.0305(h)(1)(B);
> Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
> Must be permanent to facility and may not be portable
Or if the pump station has an average daily flow less than 15,000 gallons per day 15A NCACO2T.0305(h)(1)(C):
❑ Portable power source with manual activation, quick -connection receptacle and telemetry -
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry:
.- Include documentation that the portable source is owned or contracted by the applicant and is compatible with the station.
> If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall be provided
as part of this permit application in the case of a multiple station power outage.
FORM: FTA 06-21 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(0):
1. Does the project comply with all separations/alternatives found in 15A NCAC 021' .0305(t) & (r& ? ® Yes ❑ No
15A NCAC 02T.0305 contains minimum separations that shall be provided for sewers stems:
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below (vertical)
18 inches
'Water mains (vertical - water over sewer preferred, including in benched trenches)
18 inches
=Water mains (horizontal)
10 feet
Reclaimed water lines (vertical - reclaimed over sewer)
18 inches
Reclaimed water lines (horizontal - reclaimed over sewer)
2 feet
**Any private or public water supply source, including any wells, WS-1 waters of Class I or
Class II impounded reservoirs used as a source of drinking water, and associated wetlands.
100 feet
**Waters classified WS (except WS-1 or WS-V), B, SA, ORW, HQW, or SB from normal
high water (or tide elevation) and wetlands associated with these waters (see item IX.2)
50 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches, as well as wetlands associated with these waters or classified as WL.
10 feet
Any building foundation (horizontal)
5 feet
Any basement (horizontal)
10 feet
Top slope of embankment or cuts of 2 feet or more vertical height
10 feet
Drainage systems and interceptor drains
5 feet
Any swimming pools
10 feet
Final earth grade (vertical)
36 inches
7 If noncompliance with 07.T.0305(f) or (gZ see Section X.1 of this application
*15A NCAC 02T.0305(91 contains alternatives where separations in 02T.0305(fl cannot be achieved. Please check "yes"
above if these alternatives are used and provide narrative information to explain.
**Stream classifications can be identified using the Division's NC Surface Water Classifications webpag
2. Does this project comply with the minimum separation requirements for water mains? ®Yes [:]No ❑ NIA
> If no, please refer to I5A NCAC 18C.0906(0 for documentation requirements and submit a separate document,
signed/sealed by an NC licensed PE, verifying the criteria outlined in that Rule.
3. Does the project comply with separation requirements for wetlands? ®Yes [:]No ❑ NiA
> Please provide supplementary information identifying the areas of non-conformance.
> Seethe Division's draft separation requirements for situations where separation cannot be met.
> No variance is required if the alternative design criteria specified is utilized in design and construction.
4. Is the project located in a river basin subject to any State buffer rules? ® Yes Basin name: NEUSE ❑ No
If yes, does the project comply with setbacks found in the river basin rules per 15A NCAC 0213.0200? ® Yes [:]No
> This includes Trout Buffered Streams per 15A NCAC 28.0202
5. Does the project require coverage/authorization under a 404 Nationwidelindividual permits ❑ Yes ® No
or 401 Water Quality Certifications?
i► Please provide the permit number/permitting status in the cover letter if coverage/authorization is required.
6. Does project comply with 15A NCAC 02'f_01 OSIc)Llr) (additional permits.'certifications)? ® Yes ❑ No
Per .15A NCAC 02T.0 1 05(c)(6), directly related environmental permits or certification applications must be being prepared,
have been applied for, or have been obtained. Issuance of this permit is contingent on issuance of dependent permits (erosion
and sedimentation control plans, stormwater management plans, etc.).
7. Does this project include any sewer collection lines that are deemed "high -priority?" ❑ Yes ® No
Per 1 SA NCAC 02T.0402, "high -priority sewer" means any aerial sewer, sewer contacting surface waters,
siphon, or sewers positioned parallel to streambanks that are subject to erosion that undermines or deteriorates the sewer.
Siphons and sewers suspended through interferencelconlict boxes require a variance approval.
> If yes, include an attachment with details for each line, including type (aerial line, size, material, and location).
High priority lines shall be inspected by the permittee or its representative at least once every six -months and
inspections documented per 15A NCAC 02T.0403(a)(5) or the permittee's individual System -Wide Collection permit.
FORM: PTA 06-21 Page 4 of 5

X, CERTIFICATIONS:
1. Does the submitted system comply with I SA NCAC 02T, the Minimum Design Criteria for the Permitting of Putrip_Stations
And l:orce 'Hilts (latest version3. and the firavity Sesser Minimum Dcsi_gt) Criteria; latest vcrsionl as applicable?
® Yes ❑ No
If no, for projects requiring a single variance, complete and submit the VarianceAltemative Design Request application
(VADC 10-14) and supporting documents for review to the Central Office. Approval of the request will be issued
concurrently with the approval of the permit, and oroiects requiring a variance approval may be subject to longer
review times. Foryrpiects requiring two or more variances or where the variance -is -determined by the Division to be a
significant portion of the project, the full technical review is required.
2. Professional Engineer's Certification:
1, RONNIEL.SUTTON. PE_, attest that this application for BART N PLACE
(Professional Engincer's name From Application Item 111.1 } (Pro ect Name from Application Item 11 1 }
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans,
specifications, engineering calculations, and all other supporting documentation to the best of my knowledge. I further
attest that to the best of my knowledge the proposed design has been prepared in accordance with the applicable regulations,
N1ininium Dcsign Criteria For Gravil - Svwers €late t Viumionl, and the rviittiinum Pe3ik ii Criteria For the Fast -Track Permitting
of Pumj) Stations and Force Mains (latest version). Although other professionals may have developed certain portions of this
submittal package, inclusion of these materials under my signature and seal signifies that I have reviewed this material and
have judged it to be consistent with the proposed design.
NOTE In accordance with General Statutes 143-215.6A and 143-215.613. 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 civil penalties up to $25,000 per violation. Misrepresentation of the application
information, including failure to disclose any design non-compliance with the applicable Rules and design criteria, may subject
the North Carolina -licensed Professional Engineer to referral to the licensing board. (21 NCAC 5.6.0701)..,_
North Carolina Professional Engineer's seat, signature, and date: i >
�y
3. Applicant's Certification per 15A NCAC 02T .0106(b):
1, KYLE MANNING, PE , attest that this application for _ BARTON PLACE
(Signature Authority Name from Application Item 1.3.) (Project Name from Application Item 11. t )
attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge.
I understand that if all required parts of this application are not completed and that if all required supporting documentation
and attachments are not included, this application package is subject to being returned as incomplete. I understand that any
discharge of wastewater from this non -discharge system to surface waters or the land will result in an immediate enforcement
action that may include civil penalties, injunctive relief, and/or criminal prosecution. 1 will make no claim against the Division
of Water Resources should a condition of this permit be violated. I also understand that if all required parts of this application
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.
NOTE — 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 civil penalties up to $25,000 per violation.
Signature: Date: E'J/0 lb4I .
FORM: FTA 06-21 Page 5 of 5

1,�C�)e;}tfli��'�'. rG�:aicGsftaL�dZo�irz.�
State of North Carolina
R�l�ll� f�eb,o��� Q�c Department of Environmental Quality
DWK Division of Water Resources
Division of Water Resources Flow Tracking for Sewer Extension Applications
(FTSE 10-23)
Entity Requesting Allocation: City of Wilson
Project Name for which flow is being requested: Barton Place
More than one FTSE may be required for a single project if the owner of the WWTP is not responsible for all pump
stations along the route of Ili proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: HominLy Creek Water Reclamation Facility
b. WWTP Facility Permit ##: NC0023906
All flows are in MGD
c. WWTP facility's permitted flow 14.00
d. Estimated obligated flow not yet tributary to the WWTP 0.5785
e. WWTP facility's actual avg. flow 8.03
f. Total flow for this specific request 0.004275
g. Total actual and obligated flows to the facility 8.613
h. Percent of permitted flow used 61.52
II. Complete this section for each pump station you are responsible for along the route of this proposed
wastewater flow.
List pump stations located between the project connection point and the WWTP:
(A) (B) (C) (D)- (B*C) (E)—(A-D)
Design
Average Approx. Obligated, Total
Pump Daily Current Not Yet Current Flow
Pump Station Station Firm Flow** Avg. Daily Tributary Plus
(Name or Permit Capacity, * (Firm pf), Flow, Daily Flow, Obligated Available
Number) No. MGD MGD MGD MGD Flow Capacity***
Contentnea 36001 4.320 1.728 1.06273 0.29408 1.35681 0.37119
Southside 6.264 2.5056 1.85776 0.29408 2,15184 0.35376
* The Firm Capacity (design flow) of any pump station is defined as the maximum pumped flow that can be
achieved with the largest pump taken out of service.
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking factor (pf) not
less than 2.5, per Section 2.02(A)(4)(c) of the Minimum Design Criteria.
*** A Planning Assessment Addendum shall be attached for each pump station located between the
project connection point and the WWTP where the Available Capacity is < 0.
Page 1 of 7
FTSE 10-23

Downstream Facility Name (Sewer): City of Wilson
Downstream Permit Number: WQCS00021
III. Certification Statement:
I �e �, J •ww/►,w certify to the best of my knowledge that the addition of
the vol me of wastewater fo be permitted in this project has been evaluated along the route to the receiving
wastewater treatment facility and that the flow from this project is not anticipated to cause any capacity
related sanitary sewer overflows or overburden any downstream pump station en route to the receiving
treatment plant under normal circumstances, given the implementation of the planned improvements
identified in the planning assessment where applicable. This analysis has been performed in accordance
with local established policies and procedures using the best available data. This certification applies to
those items listed above in Sections I and I1 plus all attached planning assessment addendums for which I
am the responsible party. Signature of this form certifies that the receiving collection system or treatment
works has adequate capacity to transport and treat the proposed new wastewater.
Title of Signing Official
/�2$ /Z q
Date
Page 2 of 7
FTSE 10-23

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Herring -Sutton
SZ ASSOCIATES • P.A.
ENGINEERS • SURVEYORS •PLANNERS
J u ly 26, 2024
Ms. Valerie J Easley, Administrative Assistant II
Water Quality Regional Operation Section
Raleigh Regional Office
Division of Water Resources
3800 Barrett Drive
Raleigh, NC 27609
Subject: Wastewater Extension Project
Barton Place, Wilson, NC
Dear Valerie:
In response to your email dated July 10, 2024, and our telephone and a -mail communications
today, please see attached as payment of the permit fee application for the above subject
project a check in the amount of $600.00. Please destroy the initial check you received for
$480.00.
would like to thank you for your assistance in this matter.
Reslly,
Her ing-S tton and Associates, PA
onnie L. Sutton, PE -tea
Cc: Kyle Manning, PE
2201 Nash Street NW • Wilson, North Carolina 27896 • [phone] • Fax [phone]

Wilson, Susan A
From: Kyle Manning <[e-mail]>
Sent: Wednesday, August 28, 2024 10:31 AM
To: Wilson, Susan A
Subject: RE: [External] Re: Fast Track Sewer Extension Application Barton Place (WQ0045675)
Attachments: SUO Position Designations - 20230424 - Signed.pdf; DSA - City of Wilson - NPDES
(NCO23906) - 20230612 - Signed.pdf
Follow Up Flag: Follow up
Flag Status: Flagged
CAUTION: External email. Do not click links or open attachments unless verified. Report suspicious emails with the Report Message
button located on your Outlook menu bar on the Home tab.
Susan,
Hopefully one of the attached will work. Let me know if you need something different.
Thanks!
Kyle F. Manning, PE, CFM
Assistant Director of Public Works
City of Wilson, North Carolina
[e-mail]
252-296-3416
Caution: Files equal to or over 20 MB will not be received.
From: Wilson, Susan A <[e-mail]>
Sent: Monday, August 26, 2024 10:12 AM
To: Kyle Manning <[e-mail]>
Subject: FW: [External] Re: Fast Track Sewer Extension Application Barton Place (WQ0045675)
CAUTION: This email originated from outside of the organization. Do not click links or open
attachments unless you verify the sender. Please forward suspicious emails to
report. spaingwil sonnc. org
Kyle — could you send me your documentation for this? I've looked around our system and didn't see anything.
Apologies if you have sent something in the past. (And I think the last one I worked on someone else had signed).
Thanks much! Hope you're doing well.
From: Ron Sutton <[e-mail]>
Sent: Monday, August 26, 2024 9:47 AM
To: Wilson, Susan A <[e-mail]>; Manning, Kyle F <[e-mail]>
Subject: [External] Re: Fast Track Sewer Extension Application Barton Place (WQ0045675)

CAUTION: External email. Do not click links or open attachments unless verified. Report suspicious emails with the Report Message
button located on your Outlook menu bar on the Home tab.
Susan:
Kyle does have designated authority and has been signing the permits for the last year or so. I will check
the tat and long and back with you on this matter.
'.A
AdHerring -Sutton
&- a�,SOCIA-E:�, P
E'�11%]EERS • &)RVEYCRS - PL+WHM I
Ran Sutton, PE
2201 Uasn Street W • Wilmn. North Carolina 27596.1735
(2M 2914M7 • Fax W) n I-5W , Vac"I [phone] Ext.220
Mobile i25212 0 mri vosrnr,g�suno xwri
From: Wilson, Susan A <[e-mail]>
Sent: Monday, August 26, 2024 9:42 AM
To: Ron Sutton <[e-mail]>; Manning, Kyle F <[e-mail]>
Subject: Fast Track Sewer Extension Application Barton Place (WQ0045675)
Hi Ron —
Just a few questions regarding this application:
1. Kyle — I hate to have to ask this — but have you gotten delegated signature authority to sign permit
applications (and I'm sorry if I've worked on one for Wilson before and may have missed this)?
2. Would you re -check the tat/long you folks put on the application for this project? I don't believe that is
quite correct based on your maps.
3. 1 guess you/Kyle don't know of the downstream permit number along Forest Hills Road?
4. 1 assume no ARPA funding for this project?
Please provide the above information within 30 days. If additional information/corrected application is not
received within 30 days, your application will be returned, and you will need to resubmit along with the fee (ref. 15A
NCAC 02T.0107(e)(2)].
Thanks much. Let me know if you have any questions.

Respectfully,
Susan Wilson
Environmental Engineer (Part Time, Temporary)
Water Quality Regional Operations - Raleigh Regional Office
NC Department of Environmental Quality
Office: 919-791-4240
Email correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties by an authorized
state official.

April 24, 2023
Bill Bass
Director of Public Works
City of Wilson — Operation Center
PO Box 10
1800 Herring Avenue E
Wilson, NC 27894-0010
SUBJECT: Defined Roles for City of Wilson Sewer Use Ordinance
(Chapter 38 - City of Wilson Code of Ordinances)
Dear Mr. Bass:
Due to organizational structure changes, certain positions as designated within the City of
Wilson's Sewer Use Ordinance (SUO) no longer specifically align with current positions
within our organization. This letter provides direction as to which current positions will
fulfill the roles referenced in the SUO, as well as any other related references to these
same positions related to the City of Wilson's Code of Ordinances.
Position as listed in SUO
I Current position that will fulfill role
"POTW Director" or "Director"
Assistant Director of Public Works/City Engineer
"POTW Manager" or "Manager"
Water Reclamation Manager
Additionally, references to "POTW Director/Manager" will be interpreted as "either
POTW Director or POTW Manager".
Further, in the event the above referenced staff are unavailable to fill the roles as
designated, then the next available supervisor is authorized to fulfill their duties.
Please contact me if you have any questions or concerns or if you need any additional
information in regards to this matter.
Sincerel
*;:I
Grant Goings
City Manager
Cc: Kyle Manning, Assistant Director of Public Works/City Engineer
Scott Hedgepeth, Assistant Director of Public Works
Jimmy Pridgen, Water Reclamation Manager
Laura Pruitt, Water Reclamation Compliance Coordinator

CITY OF WILSON
INCORPORATED 1949
NORTH CAROLINA
June 12, 2023
Wastewater Branch
Water Quality Permitting Section
Division of Water Resources
1617 Mail Service Center
Raleigh, NC 27699-1617
Subject: Delegation of Signature Authority
City of Wilson - Hominy Creek Water Reclamation Facility
NPDES Permit Number: NCO023906
To Whom It May Concern:
OFFICE OF THE CITY MANAGER
By notice of this letter, I hereby delegate signatory authority to each of the following individuals for all
permit applications, discharge monitoring reports, and other information relating to the operations at
the subject facility as required by all applicable federal, state, and local environmental agencies
specifically with the requirements for signatory authority as specified in 15A NCAC 213.0506.
Individual #1
Name:
William T. Bass, IV
Title:
Director of Public Works
Mailing
Address:
PO Box 10
Wilson, NC 27894-0010
Physical
Address:
(if different)
1800 Herring Avenue
Wilson, NC 27893
Email Address:
bbass a wilsonnc.org
Office Phone:
[phone]
Mobile Phone:
[phone]
Fax:
[phone]
Individual #2 (iJ applicable)
Kyle F. Manning
Assistant Director of Public Works
PO Box 10
Wilson, NC 27894-0010
1800 Herring Avenue
Wilson, NC 27893
2) 296-3416
2) 373-6556
2) 373-6556
Individual #3 (if applicable) Individual #4 (if applicable)
Name:
James W. Prid en
Nicholas V. Eatmon
Title:
Water Reclamation Manager
WWTP O&M Supervisor
Mailing
PO Box 10
PO Box 10
Address:
Wilson, NC 27894-0010
Wilson, NC 27894-0010
Physical
3100 Stantonsburg Road SE
3100 Stantonsburg Road SE
Address:
'
Wilson, NC 27893
Wilson, NC 27893
(if di erent
Email Address:
I jpridge![e-mail]
neatmon wilsonnc.org
Office Phone:
[phone]
[phone]
Mobile Phone:
[phone]
[phone]
P-O. BOX 10 1 WILSON, NORTH CAROLINA 27894-0010 TELEPHONE 2S2-296-3398

Subject: Delegation of Signature Authority
City of Wilson —Hominy Creek Water Reclamation Facility
NPDES Permit Number NC0023906
If you have any questions regarding this letter, please feel free to contact me at [e-mail]
or [phone].
Sincerely,
M
Grant Goings
City Manager
Cc: Raleigh Regional Office, Water Quality Permitting Section
Bill Bass, City of Wilson — Director of Public Works
Kyle Manning, City of Wilson — Assistant Director of Public Works / City Engineer
Jimmy Pridgen, City of Wilson — Water Reclamation Manager
Nick Eatmon, City of Wilson — WWTP O&M Supervisor
2