WQCS00021_Renewal (Application)_20211129

•
WILSON
NORTH CAROLINA
November 24, 2021 RECEIVED
NOV 292021
Michael Montebellow
NC Department of Environmental Quality NCDEQIDWRINrDtS
NPDES, Pretreatment and Collection System Supervisor
Division of Water Resources
RE: SYSTEM-WIDE WASTEWATER COLLECTION SYSTEM RENEWAL
Collection System Permit No. WQCS00021
City of Wilson Collection System
Mr. Montebellow,
Enclosed is both an original and a copy of a Collection System Permit renewal for the City of
Wilson (WQCS00021). Additionally, you will find a designation letter, a list of all major pump
stations,a high priority line list,copies of both the annual budget and current capital improvement
plan, a satellite system agreement with the Town of Black Creek, response action plan, pump
station contingency plan, and a recent copy of the collection system map.
Please note a decrease in the permitted gravity sewer and an increase in the force main lengths
compared to our existing collection system permit. These changes are a result of better GIS data
management resulting in a more accurate counting of both asset classes.
Please call me at [phone] or email at [e-mail] if you have any further
questions.
Sincerely,
•
Kyle F. Manning,
Civil Engineer
cc: Julia Byrd—DEQ System Wide Collection System Permitting(via email)
Tony Sears—Deputy City Manager
W. T. Bass IV, PE—Public Works Director
CITY OF WILSON
INCORPORATED 1849
CITY ENGINEER I P.O.BOX 10 1800 HERRING AVENUE I WILSON,NORTH CAROLINA 27894-0010 I TELEPHONE [phone] I FACSIMILE 252-399-2453
EQUAL OPPORTUNITY EMPLOYER

WiLSON
NORTH CAROLINA
November 18, 2021
NC Department of Environmental Quality
Division of Water Resources
RE: SYSTEM-WIDE WASTEWATER COLLECTION SYSTEM RENEWAL
Collection System Permit No. WQCS00021
City of Wilson Collection System
To Whom It May Concern,
I, Tony Sears, Deputy City Manager for the City of Wilson,North Carolina authorize W.T. Bass
IV,PE, Public Works Director, as your contact to sign and answer any questions you may have in
regards to the wastewater collection system renewal application per 15A NCAC 02T .0106(c).
If I may be of any further assistance,please do not hesitate to contact me at(252) 399-2461.
Sincerely
Tony Sears
Deputy City Manager
CITY OF WILSON
INCORPORATED 1849
CITY ENGINEER I P.O.BOX 10 11800 HERRING AVENUE I WILSON,NORTH CAROLINA 27894-0010 I TELEPHONE [phone] I FACSIMILE 252-399-2453
EQUAL OPPORTUNITY EMPLOYER

State of North Carolina
DW R Department of Environmental Quality
Division of Water Resources
15A NCAC 02T.0400—SYSTEM-WIDE WASTEWATER COLLECTION SYSTEMS
Division of Water Resources INSTRUCTIONS FOR FORM CSA 04-16&SUPPORTING DOCUMENTATION
Documents shall be prepared in accordance with 15A NCAC 02T .0100, 15A NCAC 02T .0400, and all relevant
Division Policies. Failure to submit all required items will necessitate additional processing and review time.
For more information, visit the System-wide Collection System Permitting website:
General — When submitting an application to the Municipal Permitting Unit, please use the following instructions as a
checklist in order to ensure all required items are submitted. Adherence to these instructions and checking the provided
boxes will help produce a quicker review time and reduce the amount of requested additional information.
The Applicant shall submit one original and one copy of the application and supporting documentation.
The copy may be submitted in digital format.
A. Cover Letter
® Submit a cover letter listing all items and attachments included in the permit application package
B. No Application Fee Required
➢ No application fee is necessary. The permittee will be billed an annual fee upon issuance of the permit
➢ The appropriate annual fee for systemwide wastewater collection system permits may be found at:
➢ Annual Non-Discharge Fees
C. System-Wide Wastewater Collection System(FORM: CSA 04-16)Application:
• Submit the completed and appropriately executed System-wide Wastewater Collection System(FORM: CSA 04-
16) application. Any unauthorized content changes to this form shall result in the application package being
returned. If necessary for clarity or due to space restrictions, attachments to the application may be made, as long
as the attachments are numbered to correspond to the section and item to which they refer.
❑ If the Applicant Type in Section I.3 is a Privately-Owned Public Utility, provide the Certificate of Public
Convenience and Necessity(CPCN)from the North Carolina Utilities Commission demonstrating the Applicant is
authorized to hold the utility franchise for the area to be served by the wastewater collection system,or
❑ Provide a letter from the North Carolina Utilities Commission's Water and Sewer Division Public Staff stating an
application for a franchise has been received and that the service area is contiguous to an existing franchised area
or that franchise approval is expected.
❑ If the Applicant Type in Section I.3 is a corporation or company, provide documentation if it is registered for
business with the North Carolina Secretary of State.
D. General Information:
➢ The Authorized signing official listed in Section I.4 should match with that of the Applicant certification page in
accordance with 15A NCAC 02T .0106(b). Per 15A NCAC 02T .0106(c), an alternate person may be designated
as the signing official if a delegation letter is provided from a person who meets the criteria in 15A NCAC 02T
.0106(b).
> NOTE - Public Works Directors are not authorized to sign this permit application, according to the rule,
unless they are formally delegated.
INSTRUCTIONS FOR APPLICATION CSA 04-16&SUPPORTING DOCUMENTATION Page 1 of 5

E. Summary of Attachments Required:
N Instruction A: Cover Letter
N Instruction C: Application
❑ Instruction C: Ownership Documentation(i.e.CPCN)(If necessary)
N Instruction D: Delegation Letter(If necessary for signing official)
N Section IV.3 Pump Station List
N Section IV.4 High Priority Lines List
N Section V.4 Annual Budget for Collection System(Updated and Approved)
N Section V.6 Capital Improvement Plan(Updated and Approved)
N Section VI.2 Response Action Plan
N Section VI.4 Contingency Plan
N Section VI.6 Comprehensive Collection System Map
N Section VII Note Any Potential Compliance Issues
THE COMPLETED APPLICATION PACKAGE,INCLDING ALL SUPPORTING INFORMATION AND
MATERIALS,SHOULD BE SENT TO:
NCDEQ-DWR
Water Quality Permitting Section
MUNICIPAL PERMITTING UNIT
By U.S.Postal Service: By Courier/Special Delivery:
1617 MAIL SERVICE CENTER 512 N.SALISBURY ST.Suite 925
RALEIGH,NORTH CAROLINA 27699-1617 RALEIGH,NORTH CAROLINA 27604
TELEPHONE NUMBER: [phone] TELEPHONE NUMBER: [phone]
INSTRUCTIONS FOR APPLICATION CSA 04-16&SUPPORTING DOCUMENTATION Page 2 of 5

I. APPLICANT INFORMATION:
1. Applicant's name(Municipality,Public Utility,etc):City of Wilson
2. Facility Information: Name: City of Wilson Collection System Permit No.:WQCS00021
3. Applicant type: ®Municipal ❑ State ❑Privately-Owned Public Utility
❑County ❑Other:
4. Signature authority's name:W.T.Bass IV,PE per 15A NCAC 02T.0106(b)
Title:Public Works Director
5. Applicant's mailing
's address:P.O.Box 10
City:Wilson State:NC Zip:27894-0010
6. Applicant's contact information:
Phone number:[phone] Fax number:[phone] Email address: bbassnn,wilsonnc.org
II. CONTACT/CONSULTANT INFORMATION:
1. Contact Name:Kyle Manning
2. Title/Affiliation: Civil Engineer—City of Wilson
3. Contact's mailing address:P.O.Box 10
4. City:Wilson State:NC Zip:27894-0010
5. Contact's information:
Phone number:[phone] Fax number:[phone] Email address:[e-mail]
III. GENERAL REQUIREMENTS:
1. New Permit or Premit Renewal? ❑New ® Renewal
2. County System is located in: Wilson County
3. Owner&Name of Wastewater Treatment Facility(ies)receiving wastewater from this collection system:
Owner(s)&Name(s): City of Wilson Hominy Creek
4. WWTF Permit Number(s): NC0023906
5. What is the wastewater type? 95%Domestic or 5%Industrial(See 15A NCAC 02T.0103(20))
y Is there a Pretreatment Program in effect? ®Yes or❑No
6. Wastewater flow: 10.62 MGD(Current average flow of wastewater generated by collection system)
7. Combined permitted flow of all treatment plants: 14.0 MGD
8. Explain how the wastewater flow was determined: ❑ 15A NCAC 02T.0114 or®Representative Data
9. Population served by the collection system: 53,750
IV. COLLECTION SYSTEM INFORMATION:
1. Line Lengths for Collection System:
Sewer Line Description Length
Gravity Sewer 326(miles)
Force Main 25(miles)
Vacuum Sewer 0(miles)
Pressure Sewer 0(miles)
APPLICATION CSA 04-16 Page 3 of 5

2. Pump Stations for Collection System:
Pump Station Type Number
Simplex Pump Stations(Serving Single Building) 0
Simplex Pump Stations(Serving Multiple Buildings) 0
Duplex Pump Stations 21
3. Submit a list of all major(i.e.not simplex pump station serving a single family home)pump stations. Include the following
information:
> Pump Station Name
> Physical Location
> Alarm Type(i.e.audible,visual,telemetry, SCADA)
> Pump Reliability(Can convey peak hourly wastewater flow with largest single pump out of service)
> Reliability Source(permanent/portable generator,portable pumps)
> Capacity of Station(Pump Station Capacity in GPM)
4. Submit a list of all high priority lines according per 15A NCAC 02T .0402(2)known to exist in the collection system. Head
the list with"Attachment A for Condition V(4)"and include the system name.
> Use the same line identification regularly used by the applicant
> Indicate type of high priority line(i.e.aerial),material and general location
V. COLLECTION SYSTEM ADMINISTRATION:
1. Provide a brief description of the organizational structure that is responsible for management, operation and maintenance of
the collection system.
Public Works is responsible for the management,operation,and maintenance of the wastewater collection system.Water
Resources assists with the operation and maintenance of the 21 pump stations.The Deputy City Manager oversees both the
Public Works Department and Water Resources Department.Additionally,Public Works has one individual designated as the
FOG coordinator and an individual designated with High Priority Line Inspections and I/I investigations. Over 72 employees
spread out between Public Works,Water Resources,and Stormwater are available for both daily and emergency operations.
2. Indicate the current designated collection system operators for the collection system per 15A NCAC 08G.0201
Main ORC Name: Aaron Bailey Certification Number: 1010545
Back-Up ORC Name: Fabian Padilla Certification Number: 1005509
See the"WOCS Contacts and ORC Report"for a current listing of the ORC(s)the Division has on file for WQCS permit
3. Approximate annual budget for collection system only: $2,902,412
4. Submit a copy of your current annual budget.
5. Approximate capital improvement budge for the collection system only: $9,234,000
6. Submit a copy of your current capital improvement plan.
7. Is this collection system currently a satellite system El Yes or®No
8. Do any satellite systems discharge to this collection system®Yes or❑No(If yes complete table below)
Satellite System Contact Information(Name,Address,Phone Number)
Town of Black Creek Greg Gates— 112 West Center St.,Black Creek,NC(252)230-5975
Complete for Satellite Systems that have a flow or capacity greater than 200,000 GPD(Average daily flow)
9. List any agreements or ordinances currently in place to address flows from satellite systems:
APPLICATION CSA 04-16 Page 4 of 5

See attached for a Wastewater Treatment Interlocal Agreement between City of Wilson and the Town of Black Creek.
Additionally,the City of Wilson has agreements with Saratoga and Sims,however,they are both allocated less than 200,000 GPD and
not included in the table.
VI. COLLECTION SYSTEM COMPLIANCE:
1. Is a Response Action Plan currently in place ®Yes or❑No
2. If Yes,submit a copy of the Response Action Plan or see table 6 below.
3. Is a pump station contingency plan currently in place? ®Yes or❑No
4. If Yes,submit a copy of the pump station contingency plan or see table 6 below.
5. Is a comprehensive collection system map currently in place? ®Yes or❑No
6. Submit a submit a copy of the collection system map(CD or hardcopy)or indicate a schedule for completion
7. Thoroughly read and review the System-Wide Collection System Permit Conditions. Typically compliance schedules
are only offered to NEW permit applicants and NOT permit renewals. Any compliance dates must be included within
the permit prior to issuance or the permit holder will be found in violation upon inspection.
Current If no,Indicate a Typical
Permit Condition Compliance Compliance
Compliance? Date Schedule
I(4)—Grease ordinance with legal authority to inspect/enforce ®Yes ❑No 12—18 mo.
I(5)— Grease inspection and enforcement program ®Yes ❑No 12—18 mo.
I(6)—Three to five year current Capital Improvement Plan. ®Yes ❑No 12—18 mo.
I(8)—Pump station contingency plan ®Yes ❑No 3 mo.
I(9)—Pump station identification signs. ®Yes ❑No 3 mo.
I(11)—Functional and conspicuous audible and visual alarms. ®Yes ❑No 3—6 mo.
II(5)—Spare pumps for any station where one pump cannot
handle peak flows alone(in a duplex station,the 2nd pump is ®Yes ❑No 6—9 mo.
the spare if pump reliability is met).
II(7)—Accessible right-of-ways and easements. ®Yes ❑No 6—12 mo.
II(9)—Response action plan with Items 9(a—h). ®Yes ❑No 3 mo.
111(3)—Comprehensive collection system map ®Yes ❑No 10%per year
For conditions not listed,compliance dates are not typically offered. List any permit conditions that may be difficult for the
applicant to meet(attach clarification if needed):
VII. APPLICANT'S CERTIFICATION per 15A NCAC 02T.0106(b):
I,W.T.Bass IV,PE attest that this application for City of Wilson
(Signature Authority's Name&Title from Item I.4) (Facility name from Item I.1)
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 information and attachments are not included,this application package
will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B,any person who knowingly makes any false statement,
representation, or certification in any application shall be guilty of a Class 2 misdemeanor which may include a fine not to exceed
$10,000 as well civil enalties up to$25,000 per violation.
Signature: Date: I 124;
/y1
APPLICATION CSA 04-16 Page 5 of 5

Station Station Pumps
ID Name General Location Alarm Type Reliability Source Quantity Rate Max Pump Rate Max Pump Rate Firm Capacity Firm Capacity
(##) (it) (GPM) (GPM) (MGD) (GPM) (MGD)
1 Longview 2200 Longview Dr E Audible, Visual, & SCADA Permanent Generator 4 4,500 18,000 25.920 7,567 10.896
2 2,100
2 Stantonsburg 3041 Stantonsburg Rd SE Audible, Visual, & SCADA Permanent Generator 2 7 000 18,200 26.208 11,200 16.128
3 Contentnea 2800 Forest Hills Rd SW Audible, Visual, & SCADA Permanent Generator 3 1,500 4,500 6.480 3,000 4.320
4 Southside 2764 Commerce Rd S Audible, Visual, & SCADA Permanent Generator 3 2,175 6,525 9.396 4,350 6.264
5 Wilco 2341 Wilco Blvd @ SCLRR Audible, Visual, & SCADA Permanent Generator 2 400 800 1.152 400 0.576
6 Forest Hills 2111 Forest Hills Rd SW Audible, Visual, & SCADA Permanent Generator 2 550 1,100 1.584 550 0.792
7 Windemere 4825 Hunting Ridge Rd NW Audible, Visual, & SCADA Permanent Generator 2 200 400 0.576 200 0.288
8 Finch's Mill 4750 Old Merck Rd Audible, Visual, & SCADA Permanent Generator 2 350 700 1.008 350 0.504
9 Campus 587 NC 58 Audible, Visual, & SCADA Permanent Generator 2 1,060 2,120 3.053 1,060 1.526
11 Jayne Lane 3400 Jayne Ln NW Audible, Visual, & SCADA Permanent Generator 2 300 600 0.864 300 0.432
12 Buckingham 2520 Buckingham Rd NW Audible, Visual, & SCADA Permanent Generator 2 150 300 0.432 150 0.216
13 Chelsea 1911 Chelsea Dr NW Audible, Visual, & SCADA Permanent Generator 2 150 300 0.432 150 0.216
14 1-95 5610 Lamm Rd Audible, Visual, & SCADA Permanent Generator 2 250 500 0.720 250 0.360
16 Imperial Imperial Ave. E (front 2229) Audible, Visual, & SCADA Permanent Generator 2 35 70 0.101 35 0.050
17 Stewart _ 3108 Stewart Dr N Audible, Visual, & SCADA Permanent Generator 2 540 1,080 1.555 540 0.778
19 Lowe's 2025 Westwood Ave W Audible, Visual, & SCADA Permanent Generator 2 225 450 0.648 225 0.324
21 Lamm 4921 Lamm Rd (nearcorporatePark) Audible, Visual, & SCADA Permanent Generator 2 500 1,000 1.440 500 0.720
22 Village 4252 Country Club Dr NW Audible, Visual, & SCADA Permanent Generator 2 135 270 0.389 135 0.194
24 Springfield 6313 St. Rose Church Rd Audible, Visual, & SCADA Permanent Generator 2 430 860 1.238 430 0.619
26 Sims (Hwy 264 Alt.) 5600 Claudie Rd Audible, Visual, & SCADA Permanent Generator 2 400 800 1.152 400 0.576
34 Airport 4444 Airport Dr NW Audible, Visual, & SCADA Permanent Generator 2 300 600 0.864 300 0.432
Note: Firm Capacity(GPM)in Cell 16 for Longview Pump Station was manually entered as 7,567 gpm per Green Engineering.
This is the maximum capacity for this station with 3 pumps running, based on discharge pipe capacity.

Attachment A for Condition V(4)
t
High Priority Lines List
(updated 20-2021)
CITY OF WILSON WATER RESOURCES
Sanitary Sewer Collection System
Contentnea Outfall = C
C-1 Merck Outfall next to Wilson Christian School Road.
10"DI main in steel casing(AERIAL)
C-2 Merck Outfall next to NC HWY 42 W. flow from Walkers Trace Subdivision 10" DI main (HIGH
PRIORITY)
C-301d Fields Outfall behind Denton's Nursery
18"RCP main(HIGH PRIORITY)
C-4 Contentnea Outfall Forest Hills Road at bridge beside Billy Ray's Auto Body 30"RCP main (HIGH
PRIORITY)
C-5 Contentnea Outfall Forest Hills Road at bridge beside Wilson Shriners Club. 30"RCP main (HIGH
PRIORITY)
C-6 Contentnea Outfall HWY 301 N. at Wiggins Mill Bridge 12"DI main (AERIAL)
C-7 Contentnea Outfall HWY 301 N. at Wiggins Mill Bridge 30"DI main(AERIAL)
C-8 Willow Springs Subdivision located off Par Three Dr. on right of way 8"DI main(HIGH PRIORITY)
C-9 Willow Springs Subdivision located between Stoddard Dr. and Dayton Dr. 8" DI main (HIGH
PRIORITY)
C-10 Contentnea Outfall located between Willow Springs Subdivision and CSX Railroad on right-of-way.
30"DI main(AERIAL)
C-11 Contentnea Outfall located between CSX Railroad on right-of-way and Contentnea Pump Station
30"DI main(AERIAL)
C-12 Located on right-of-way off Contentnea Rd. flows into Contentnea Pump Station. 8" DI main
(HIGH PRIORITY)

C-13 Contentnea Outfall located between Black Creek Road and the City of Wilson Wastewater
Management Facility crossing Hominy Swamp. 30"DI main(AERIAL)
C-14 Contentnea Outfall intersection of NC-42 and US 264. 12"DIP main. (AERIAL)
C-15 Contentnea Outfall 8" sewer line at intersection of Gloucester and Westwood. 8" PVC main.
(AERIAL)
HOMINY SWAMP OUTFALL =H
H-1 Murphy Outfall located off Astor Dr. on right-of-way. 8"DI main(HIGH PRIORITY)
H-2 Hominy Swamp Outfall located on right-of-way between Farmington P1. and Brookhaven Dr. *"DI
main(HIGH PRIORITY)
H-3 Hominy Swamp Outfall located on right-of-way beside Forest Hills Rd. and Woodberry
Condominiums. 10"DI main(AERIAL)
H-4 Hominy Swamp Outfall located on right-of-way between Forest Hills Middle School and Cardinal
Dr. 6"DI main (AERIAL)
H-5 Hominy Swamp Outfall located on right of-way between Robin Hill Road and Cardinal Dr. 8" DI
main (AERIAL#1)
H-6 Hominy Swamp Outfall located on right-of-way between Robin Hill Road and Cardinal Dr. 8" DI
main(AERIAL#2)
H-7 Hominy Swamp Outfall located on right-of-way between Robin Hill Rd. and Cardinal Dr. 8"DI main
(AERIAL#3)
H-8 Forest Hills Road Outfall beside Lakeside Dr. between Brookside Dr. and Cardinal Dr. *" DI main
(AERIAL)
H-9 Forest Hills Road Outfall between Brookside Dr. and Cardinal Dr. 8"DI main (AERIAL#1)
H-10 Forest Hills Road Outfall between Brookside Dr. &Cardinal Dr. 8"DI main (AERIAL#2)
8"DI main(AERIAL#2)
H-11 Forest Hills Rd. Outfall between Brookside Dr. & Cardinal Dr. 8' DI main (AERIAL#3)
H-12 Forest Hills Rd. Outfall between Brookside Dr. & Cardinal Dr. 8"DI main(AERIAL#4)
H-13 Hominy Swamp Outfall located on right-of-way between Monticello Dr. & Brookside Dr. 12" DI
main(AERIAL)

H-14 Hominy Swamp Outfall located on right-of-way between Monticello Dr. & Brookside Dr. 15" DI
main (HIGH PRIORITY)
H-15 Hominy Swamp Outfall located on right-of-way between Canal Dr. & Ripley Rd. 15" DI main
(HIGH PRIORITY)
H-16 Hominy Swamp Outfall located on right-of-way at the City of Wilson Recreation Park off Ripley
Road 8"DI main (HIGH PRIORITY)
H-17 Hominy Swamp Outfall located off right-of-way at the City of Wilson Recreation Park off Ripley
Road 24"DI main in steel casing (HIGH PRIORITY)
H-18 Hominy Swamp Outfall located on right-of-way at The City of Wilson Recreation Park off Ripley
Road 12"DI main (HIGH PRIORITY)
H-19 Hominy Swamp Outfall located on right-of-way off Trinity Dr. flow from Walnut St. 8" DI main
(HIGH PRIORITY)
H-20 Hominy Swamp Outfall located on right-of-way off Trinity Dr., flow from Westover Ave. 8" DI
main (HIGH PRIORITY)
H-21 Hominy Swamp Outfall located on right-of-way off Elizabeth Road 24"(HIGH PRIORITY)
H-22 Westwood Outfall located on right-of-way at Elizabeth Road and Parkview St. 15"VC main(HIGH
PRIORITY)
H-23 Westwood Outfall located on right-of-way off Elizabeth Road 15"VC main(HIGH PRIORITY)
H-24 Westwood Outfall located on right-of-way beside CSX Railroad and Ward Blvd. Overpass 8" VC
main (HIGH PRIORITY)
H-25 Westwood Outfall located on right-of-way between CSX Railroad and Woodside Dr. 15" VC main
(HIGH PRIORITY)
H-26 Westwood Outfall located on right-of-way between CSX Railroad and Woodside Dr. 10"VC main
(HIGH PRIORITY)
H-27 Hominy Swamp Outfall located on right-of-way off Elizabeth Road crossing Hominy Swamp. 24"
DI main (HIGH PRIORITY)
H-28 Hominy Swamp Outfall line crossing Hominy Swamp flow from Starmount Circle 8" DI main
(HIGH PRIORITY)
H-29 Hominy Swamp Outfall line crossing Hominy Swamp flow from Park Avenue under bridge. 8"DI
main (AERIAL)

H-30 Beacon St. under CSX Railroad to Hominy Swamp Outfall 8"DI main(AERIAL)
H-31 Hominy Swamp Outfall line crossing Hominy Swamp flow from Tarboro St. Ext. under bridge 6"
DI main (AERIAL)
H-32 Hominy Swamp Outfall line crossing Hominy Swamp flow from Mercer St. under bridge 8" DI
main(AERIAL)
H-33 Hominy Swamp Outfall line crossing Hominy Swamp flow from Goldsboro St.under bridge. 6"DI
main(AERIAL)
H-34 Hominy Swamp Outfall line crossing Hominy Swamp flow from Lodge St. under bridge. 10" DI
main(AERIAL)
H-35 Hominy Swamp Outfall line crossing Hominy Swamp flow from Aycock St. 6" DI main
(PRIORITY)
H-36 Hominy Swamp Outfall line crossing Hominy Swamp flow from Briggs St. 10"DI main(AERIAL)
H-37 Hominy Swamp Outfall line crossing Hominy Swamp flow from Edgewood St. & Phillips St. 10"
DI main (AERIAL)
H-38 Hominy Swamp Outfall line crossing Hominy Swamp flow from Ralston St. & Baldree Rd. 8" DI
main(HIGH PRIORITY)
H-39 Hominy Swamp Outfall line crossing Hominy Swamp flow from Baldree Rd. 18"DI main (HIGH
PRIORITY)
H-40 Hominy Swamp Outfall line crossing Hominy Swamp flow from Black Creek Rd.under bridge. 12"
DI main (AERIAL)
H-41 Hominy Swamp Outfall line crossing at Lincoln Trailer Park 36"RCP main (HIGH PRIORITY)
H-42 Cox Dodge Outfall stream crossing Upper Hominy Swamp off the 2500 Block Airport
Blvd(Off Raven Ridge Outfall)

TOISNOT OUTFALL=T
T-1 Wilson Country Club located on right-of-way between W. Nash Rd. and Wimbledon Dr. 8"DI main
crossing into Little Swamp Outfall. 10"DI main (HIGH PRIORITY)
T-2 Wilson Country Club located on St. Andrews and Pine Needle Lane. 8"DI main crossing into Little
Swamp Outfall 10"VC main(HIGH PRIORITY)
T-3 Wilson Country Club located on right-of-way in the 4700 block of Country Club Dr. Little Swamp
Outfall. 10"DI main (HIGH PRIORITY)
T-4 Little Swamp Outfall located on right-of-way near Davis Farm Dr. 8"DI main (HIGH PRIORITY)
T-5 Little Swamp Outfall located on right-of-way near Little John Dr. 8"DI main (HIGH PRIORITY)
T-6 Little Swamp Outfall located on right-of-way near Rasberry Dr. 8"DI main(AERIAL)
T-7 Little Swamp Outfall located at bridge on Tilghman Road and Deerfield Dr. 8"DI main(AERIAL)
T-8 Little Swamp Outfall located at bridge on Tilghman Road and Deerfield Dr. 8"DI force main(HIGH
PRIORITY)
T-9 Toisnot Outfall near Lake Wilson Rd. flow from Dunns Crossing Subdivision. 8" DI main (HIGH
PRIORITY)
T-10 Little Swamp Outfall located on right-of-way near Ward Blvd. 18"DI main (AERIAL)
T-11 Brentwood Outfall located on right-of-way near Ward Blvd. at Wilson Woods Apartments. 18"DI
main(HIGH PRIORITY)
T-12 Brentwood Outfall located on right-of-way behind Fike High School. Flow from Killdeer Dr. 8"DI
main (AERIAL)
T-13 Brentwood Outfall located on right-of-way behind Fike High School. Flow from Wilshire Cir. 8"
DI main(AERIAL)
T-14 New Toisnot Outfall located on right-of-way near Ward Blvd. next to Walton Smith
property. 24"DI main(AERIAL)
T-14A New Toisnot Outsell located on right-of-way near Ward Blvd. and Darter Dr. on Walton Smith
property. 18"RCP main (AERIAL)
T-15 Old Toisnot Outfall located on right-of-way behind Wilson Police Academy. 18' RCP main (HIGH
PRIORITY)

T-16 N. Railroad Outfall located beside Wilson Fire Training Grounds. 12"DI main (AERIAL)
T-17 Raleigh Rd. Outfall located between Maplewood Cemetery&Raleigh Rd. 12"DI main
(AERIAL)
T-18 Located between Raleigh Rd. and Fairfax Avenue 8"DI main (AERIAL)
T-19 Firestone Outfall crossing Toisnot Swamp near London Church Rd. 18"DI main
(AERIAL)
T-20 Firestone Outfall on W.T. Lamm property near London Church Rd. 18' DI main
(HIGH PRIORITY)
T-21 Firestone Outfall next to London Church Rd. 18"DI main (AERIAL)
T-22 Firestone Outfall on W.T. Lamm property next to wooden walk bridge near London Church
Rd. 18"DI main (HIGH PRIORITY)
T-23 Toisnot Outfall located at bridge on Herring Avenue crossing Toisnot Swamp 12"DI main
in steel casing(AERIAL)
T-24 New Toisnot Outfall crossing Toisnot Swamp located next to the City of Wilson
Operations Center. 24"DI main in steel casing(HIGH PRIORITY)
T-25 Located between Wilson Technical Community College and The Eastern NC School for
the Deaf on right-of-way. 12"VC &DI main(HIGH PRIORITY)
T-26 Toisnot Outfall line coming from the City of Wilson Operation Center. 8"DI main
(AERIAL)
T-27 Toisnot Outfall line from Womble Brooks Rd. crossing Toisnot Swamp. 8"DI main in
steel casing(AERIAL)
T-28 Toisnot Outfall between Lane St. Ext. &Charleston St. 36' RCP main(HIGH PRIORITY)
T-29 Silver Lake Outfall running parallel to Lake Wilson located on the West side of
Lake Wilson (HIGH PRIORITY)
T-30 Silver Lake Outfall Locate behind 5626 Lake haven Court running beside Toisnot Swamp.
T-31 Bucklin Subdivision(of London Church Rd.) 8"DI gravity main
Inside of a 12"steel casing crossing Toisnot Swamp (AERIAL

Collection System Annual Budget (FY 2020 - 2021)
Actual and Balance from October 31 , 2021 .
Account Description Budget Actual Balance
335-7005-571.10-00 PERSONNEL/SALARIES & WAGES $1,084,170.00 $254,576.65 $829,593.35
335-7005-571.10-07 SALARIES &WAGES/SALARY ADJUSTMENT
335-7005-571.10-09 SALARIES & WAGES/ LONGEVITY PAY
335-7005-571.10-50 SALARIES & WAGES/OVERTIME $150,000.00 $24,257.18 $125,742.82
335-7005-571.10-54 SALARIES & WAGES/STANDBY PAY $13,700.00 $5,347.56 $8,352.44
335-7005-571.15-10 FRINGE BENEFITS/SOCIAL SECURITY $95,460.00 $20,773.79 $74,686.21
335-7005-571.15-14 FRINGE BENEFITS/ RETIREMENT $142,260.00 $32,368.20 $109,891.80
335-7005-571.15-16 FRINGE BENEFITS/GROUP INSURANCE $483,170.00 $95,211.62 $387,958.38
335-7005-571.15-17 FRINGE BENEFITS/ DENTAL CLAIM PAYMENTS
335-7005-571.15-18 FRINGE BENEFITS/GROUP DENTAL INSURANCE $10,540.00 $2,076.59 $8,463.41
335-7005-571.15-20 FRINGE BENEFITS/ LIFE INSURANCE $5,990.00 $705.36 $5,284.64
335-7005-571.15-27 FRINGE BENEFITS/VISION CLAIM PAYMENTS
335-7005-571.15-28 FRINGE BENEFITS/GROUP VISION INSURANCE $550.00 $60.38 $489.62
335-7005-571.15-38 FRINGE BENEFITS/CONTRIBUTION 401K $62,390.00 $14,209.17 $48,180.83
335-7005-571.19-00 PERSONNEL/CONTRACT LABOR $103,424.00 $45,000.00 $58,424.00
335-7005-571.45-34 TRAVEL &TRAINING /TRAVEL ALLOWANCE
335-7005-571.45-45 TRAVEL &TRAINING /STAFF DEVELOPMENT $9,000.00 $248.89 $8,751.11
335-7005-572.20-00 SUPPLIES/ UNIFORMS $15,000.00 $7,639.68 $7,360.32
335-7005-572.24-00 SUPPLIES/ EXPEND EQUIP & SUPPLIES $101,575.00 $37,051.45 $64,523.55
335-7005-572.24-54 EXPEND EQUIP & SUPPLIES/STONE-STREET CUT BACKFILL $150,000.00 $70,000.00 $80,000.00
335-7005-572.24-55 EXPEND EQUIP & SUPPLIES/ BLOCK-BRICK-CEMENT $11,000.00 $5,000.00 $6,000.00
335-7005-572.24-70 EXPEND EQUIP & SUPPLIES/SEWER & DRAINAGE PIPE
335-7005-572.24-71 EXPEND EQUIP & SUPPLIES/ MANHOLE RINGS & COVERS $10,000.00 $200.80 $9,799.20
335-7005-572.24-72 EXPEND EQUIP & SUPPLIES/ CATCHBASIN FRAMES & GRATE $50.20 -$50.20
335-7005-572.24-74 EXPEND EQUIP & SUPPLIES/ MANHOLE REHAB SUPPLIES $120,000.00 $100.40 $119,899.60
335-7005-572.27-00 SUPPLIES/ MEETING RELATED $500.00 $43.38 $456.62 1
335-7005-573.25-28 VEHICLE SUPPLIES/GAS, OIL, & GREASE $120,000.00 $25,414.40 $94,585.60
335-7005-573.30-31 DISTRIBUTION SYSTEM MAINT/STREET CUTS REPAIRS $148,400.00 $46,666.68 $101,733.32
335-7005-573.30-36 DISTRIBUTION SYSTEM MAINT/ MAINTENANCE OF MAINS $220,130.00 $146,997.01 $73,132.99
335-7005-573.31-00 MAINTENANCE/ MAINTENANCE OF EQUIPMENT $99,004.00 $34,421.37 $64,582.63
335-7005-573.32-00 MAINTENANCE / MAINTENANCE OF VEHICLES $100,000.00 $13,457.86 $86,542.14
335-7005-573.36-00 MAINTENANCE / MAINTENANCE OF SERVICES $40,000.00 $9,501.29 $30,498.71
335-7005-574.42-00 GENERAL OPERATING / DUES & SUBSCRIPTION $2,000.00 $2,000.00
335-7005-574.47-00 GENERAL OPERATING / UTILITIES
335-7005-575.52-25 RENT/ LEASE /COMPUTER CHARGES $3,040.00 $1,013.32 $2,026.68
335-7005-575.57-00 CONTRACTUAL/ PROFESSIONAL SERVICES $35,082.00 $13,182.20 $21,899.80
335-7005-575.57-56 PROFESSIONAL SERVICES/ HEALTH SERVICES $4,000.00 $1,587.21 $2,412.79
1 335-7005-576.60-62 FEDERAL GRANTS/ NATURAL RESRCES CONSV SVC
335-7005-577.70-00 CONTRA ACCOUNTS/ COST REDISTRIBUTION -$26,000.00 -$8,666.68 -$17,333.32
335-7005-577.70-31 COST REDISTRIBUTION / EQUIPMENT COST REDISTRIB
335-7005-577.70-33 COST REDISTRIBUTION / MISC OTHER COST REDISTRIB
335-7005-577.70-99 COST REDISTRIBUTION /OVERHEAD COST REDISTRIB
335-7005-577.75-00 CONTRA ACCOUNTS/ UTILITY REIMBURSEMENTS -$750,000.00 -$222,962.10 -$527,037.90
335-7005-578.80-00 CAPITAL OUTLAY/ LAND
335-7005-578.81-00 CAPITAL OUTLAY/ LAND IMPROVEMENTS
335-7005-578.82-00 CAPITAL OUTLAY/ BUILDINGS & STRUCTURES
335-7005-578.83-00 CAPITAL OUTLAY/ OFFICE FURNITURE & EQUIP
335-7005-578.84-00 CAPITAL OUTLAY GENERAL EQUIPMENT 5 102.31
/ Q $106,167.00 $101,064.69 $ ,
335-7005-578.85-49 OPERATING PLANT/ MAINS-SEWER $179,117.00 $29,117.40 $149,999.60
335-7005-578.87-00 CAPITAL OUTLAY/VEHICLES & MACHINERY $18,000.00 $15,536.34 $2,463.66
335-7005-578.89-00 CAPITAL OUTLAY/WORK IN PROGRESS
335-7005-578.93-67 INFRASTRUCTURE /STORM SEWERS
335-7005-579.95-02 BUDGETARY/ CONTINGENCY

CAPITAL IMPROVEMENTS SUMMARY - WATER RESOURCES FUND
2022 - 2026
Total ALL
Water Resources Fund 2021-22 2022-23 2023-24 2024-25 2025-26 Requests
Water Resources Fund Projects-Capital $ 7,350,000 $ 21,054,000 $ 23,280,000 $ 17,500,000 $ 16,700,000 $ 85,884,000
Subtotal for Submitted Projects $ 7,350,000 $ 21,054,000 $ 23,280,000 $ 17,500,000 $ 16,700,000 $ 85,884,000
Additional Operating Impact $ - $ - $ - $ - $ - $ -
New Debt Service - 5,808,060 5,975,990 6,110,320 5,968,660 23,863,030
Grand Total $ 7,350,000 $ 26,862,060 $ 29,255,990 $ 23,610,320 $ 22,668,660 $ 109,747,030
Project
Water Resources Fund 2021-22 2022-23 2023-24 2024-25 2025-26 Total:
FUNDING SOURCES:
Enterprise Revenue $ 4,100,000 $ 2,000,000 $ - $ 800,000 $ - S 6,900,000
Debt/Bonds/Install. Proceeds - 19,054,000 18,380,000 16,700,000 16,700,000 70,834,000
Capital Reserves - - 4,900,000 - - 4,900,000
Fund Balance 3,250,000 - - - - 3,250,000
Subtotal of Funding Sources for Projects $ 7,350,000 $ 21,054,000 $ 23,280,000 $ 17,500,000 $ 16,700,000 $ 85,884,000
Additional Operating Impact $ - $ - $ - $ - $ - $ -
New Debt Service - 5,808,060 5,975,990 6,110,320 5,968,660 23,863,030
Grand Total $ 7,350,000 $ 26,862,060 $ 29,255,990 $ 23,610,320 $ 22,668,660 $ 109,747,030

PROJECTS SUMMARY -WATER RESOURCES FUND
PROJECT CAPITAL PRIOR Total
NUMBER PROJECTS YEARS 2021-22 2022-23 2023-24 2024-25 2025-26 Years
WR-01 Wiggins Mill Expansion 12 to 16 MGD,2300V to 480V $ 1,900,000 $ 5,000,000 S 14,800,000 S 10,600,000 $ - S - S 30,400,000
•'WR-02 Hominy Creek WWTP Expansion from 14 to 17.3 MGD - - 3,100,000 8,600,000 15,200,000 13,900.000 40,800,000
e' ' WR-03 Merck Sewer Outfall Line(Repair)Upgrade - 1,000,000 1,050,000 2,080,000 4,130,000
\ WR-04 Hominy Creek Turbo Blower 3,4,and 5 1,300,000 1,350,000 1,350,000
WR-05 Contentnea Pump Station to Merck Split 2,104.000 2.104,000
WR-06 Contentnea Pump Station Mechanical Bar Screen 800,000 800.000
WR-07 24"Steel Water Line Replacement 2,000,000 1,300,000 3,300,000
WR-08 Little Swamp Upgrade Phase I - - - - 200,000 2,800,000 3.000,000
Total Projects Summary S 3,200,000 S 7,350,000 $ 21,054,000 S 23,280,000 $ 17,500,000 $ 16,700,000 S 85,884.000
-ToTA L, (c (,, L.L C -T s o ti S = $�", 3 y l i;cc>

ADDITIONAL OPERATING IMPACT - WATER RESOURCES FUND
PROJECT CAPITAL PRIOR Total
NUMBER PROJECTS YEARS 2021-22 2022-23 2023-24 2024-25 2025-26 Years
WR-01 Wiggins Mill Expansion 12 to 16 MGD,2300V to 480V S - 5 - $ - S - S - S - $ -
WR-02 Hominy Creek WWTP Expansion from 14 to 17.3 MGD - - - -
WR-03 Merck Sewer Outfall Line(Repair)Upgrade - - - -
WR-04 Hominy Creek Turbo Blower 3,4,and 5 - - -
WR-05 Contentnea Pump Station to Merck Split - - - - - - -
WR-06 Contentnea Pump Station Mechanical Bar Screen - - - -
WR-07 24"Steel Water Line Replacement - - -
WR-08 Little Swamp Upgrade Phase I - - - - - - -
Total Additional Operating Impact $ - $ - $ - $ - $ - S - $ -
I

NEW DEBT SERVICE -WATER RESOURCES FUND
PROJECT CAPITAL PRIOR Total
NUMBER PROJECTS YEARS 2021-22 2022-23 2023-24 2024-25 2025-26 Years
WR-01 Wiggins Mill Expansion 12 to 16 MGD,2300V to 480V $ - $ - S 1,665,000 $ 1,628,000 $ 1,591,000 $ 1,554.000 $ 6,438,000
WR-02 Hominy Creek WWTP Expansion from 14 to 17.3 MGD - - 3,672,000 3,590.400 3,508,800 3,427,200 14,198,400
WR-03 Merck Sewer Outfall Line(Repair)Upgrade - - 281,700 275,440 269,180 262,920 1,089,240
WR-04 Hominy Creek Turbo Blower 3,4,and 5 - - - - - - -
WR-05 Contentnea Pump Station to Merck Split - - 189,360 185,150 180,940 176,740 732,190
WR-06 Contentnea Pump Station Mechanical Bar Screen - -
WR-07 24"Steel Water Line Replacement - - - 297,000 290,400 283,800 871,200
WR-08 Little Swamp Upgrade Phase I - - - - 270,000 264,000 534,000
Total New Debt Service $ - $ - $ 5,808,060 $ 5,975,990 $ 6,110,320 $ 5,968,660 $ 23,863,030
4

STATE OF NORTH CAROLINA
COUNTY OF WILSON
WASTEWATER TREATMENT INTERLOCAL AGREEMENT
THIS WASTEWATER TREATMENT INTERLOCAL AGREEMENT(hereafter
"Agreement"), is made and entered into as of the 1st day of January,2017 by and between the
CITY OF WILSON, a North Carolina Municipal Corporation(hereafter"WILSON"),party of
the first part; and the TOWN OF BLACK CREEK, a North Carolina Municipal Corporation
(hereafter"BLACK CREEK"), party of the second part.
WITNESSETH:
WHEREAS, WILSON owns a wastewater treatment facility of sufficient capacity to
provide wastewater treatment services to neighboring municipalities; and
WHEREAS, since 1976 BLACK CREEK has had a need for wastewater treatment
services; and
WHEREAS, WILSON and BLACK CREEK entered into a SANITARY SEWAGE
TREATMENT CONTRACT dated October 19, 1976, for the provision of wastewater treatment
services for the customers of BLACK CREEK; and
WHEREAS, after forty years of operation,that contract by its terms,was scheduled to
terminate on October 19,2016; and
WHEREAS, WILSON, by letter dated October 31, 2016,agreed to extend that contract
through December 31, 2016; and
WHEREAS, BLACK CREEK has a continued need for wastewater treatment services
and WILSON has sufficient capacity to serve BLACK CREEK's needs; and
WHEREAS, WILSON and BLACK CREEK desire to continue the relationship
developed under the 1976 contract but to enter into a new agreement that reflects operational and
other changes adopted between the parties; and
WHEREAS, this Agreement is authorized by N.C.G.S. § 160A-461;
NOW THEREFORE, in consideration of the premises and the respective rights,powers,
duties, and obligations hereinafter set forth, the parties agree as follows:
Pagel of 11

1. PURPOSE
The purpose of this Agreement is to set forth the terms and conditions pursuant to which
WILSON will accept and treat wastewater from BLACK CREEK and BLACK CREEK will
pay for such services.
2. EFFECTIVE DATE/TERM OF AGREEMENT
The term of this Agreement is for thirty(30)years and may be renewed or extended as set
forth in Section 12. This Agreement shall become binding upon the parties hereto on January
1, 2017 (hereafter"Effective Date"), and shall remain in effect until December 31, 2046
(hereafter"Termination Date").
3. WILSON'S OBLIGATIONS AND REPRESENTATIONS
3.1. WILSON will accept and treat the wastewater received from BLACK CREEK until the
Termination Date on the same basis that it accepts and treats the wastewater of its
citizens and retail customers, subject to the terms of this Agreement. WILSON shall not
interrupt or suspend such wastewater treatment services except in cases of extreme
emergency, force majeure, or court order, and then only to the extent that WILSON
interrupts or suspends service to its own citizens.
3.2. WILSON will prepare and deliver monthly invoices to BLACK CREEK in accordance
with Section 7.
3.3. WILSON will operate and maintain any and all equipment,piping, or other facilities
necessary for service beginning at the wastewater force main located at the intersection
of Stantonsburg Road and Evansdale Road.
3.4. WILSON, in the event of a crisis or emergency, shall act unilaterally regarding the
receipt of wastewater flows from BLACK CREEK. WILSON shall keep BLACK
CREEK immediately informed regarding any situations or actions that will affect the
flow of wastewater to WILSON from BLACK CREEK. ,
3.5. WILSON reserves the right to collect wastewater samples at any time and to verify the
accuracy of BLACK CREEK's metering equipment.
3.6. WILSON will operate an Industrial Permit process within BLACK CREEK as specified
in Section 10.
3.7. WILSON shall provide BLACK CREEK with a copy of any Industrial Permits issued to
businesses located within BLACK CREEK.
4. BLACK CREEK'S OBLIGATIONS AND REPRESENTATIONS
4.1. BLACK CREEK agrees to pay for wastewater treatment services as provided in this
Agreement.
4.2. BLACK CREEK shall,prior to the Effective Date of this Agreement,provide a list of all
non-residential uses currently operated within BLACK CREEK or otherwise connected
to BLACK CREEK's wastewater system.
4.3. BLACK CREEK shall notify WILSON upon the issuance of any building or zoning
permits issued for any new non-residential uses.
4.4. BLACK CREEK shall adopt and maintain ordinances that provide WILSON the
authority to operate the Industrial Permit process specified in Section 10 within BLACK
CREEK.
Page 2 of 11

4.5. BLACK CREEK shall immediately notify WILSON of any condition or discharge that
may disrupt or otherwise interfere with the normal operation of WILSON's wastewater
treatment system.
4.6. BLACK CREEK shall be responsible for the operation and maintenance of any and all
equipment,piping, or other facilities necessary for service on the BLACK CREEK side
of the wastewater force main located at the intersection of Stantonsburg Road and
Evansdale Road.
4.7. BLACK CREEK shall provide WILSON access to BLACK CREEK's wastewater
equipment, piping, or other facilities for the purposes of validating metering equipment
and monitoring the quantity and strength of flow.
4.8. BLACK CREEK agrees to repair or replace, at its expense, any metering equipment
determined to be inoperable or inaccurate as defined in Section 5.1.1.4.
4.9. BLACK CREEK agrees to cooperate with WILSON in responding to any inquiry or
complaint regarding wastewater flow received from BLACK CREEK.
5. QUANTITY AND QUALITY OF WASTEWATER FLOW
5.1. Quantity
5.1.1. Metering Equipment. The quantity of flow will be determined by metering
equipment. If, for any reason,the metering equipment is out of service so that the
flow quantity cannot be ascertained or computed from a reading, the quantities
during the estimated period of malfunction shall be determined by BLACK
CREEK and WILSON jointly on the best available data. If the parties cannot
agree on the quantity of flow,the daily flow shall be determined to be equal to the
average daily flow of the preceding twelve (12)month period.
5.1.1.1.Ownership. BLACK CREEK will own, operate and maintain,at its own
expense, at the Black Creek and Lucama Pumping Station also called the
"Evansdale Road Pump Station," (PIN 3629-80-1224.000),the necessary
metering equipment for measuring the quantity of wastewater delivered to
WILSON.
5.1.1.2.Maintenance. BLACK CREEK shall be responsible for the testing and
recalibration of the metering equipment annually or as recommended by
the manufacturer,whichever is more often. All calibration practices,
procedures and records shall be performed in and conform to a manner
consistent with State of North Carolina regulations for flow metering at
wastewater treatment facilities. Documentation of meter calibrations shall
be kept at the sampling/flow meter station.
5.1.1.3.Recalibration. In addition,BLACK CREEK will recalibrate the metering
equipment at the request of WILSON at any time,up to an additional four
times per year and the parties will share equally in the cost of such
additionally requested recalibrations.
5.1.1.4.Inaccuracies. If testing reveals that the metering equipment is inaccurate
by two percent (2%) or more above or below the actual flow,the
equipment shall be recalibrated,repaired,or replaced as necessary at
BLACK CREEK's expense.
5.1.1.5.Major Inaccuracies. If testing reveals that the metering equipment's
inaccuracy exceeds ten percent(10%), the measured quantity of the meter
Page 3of11

for invoicing purposes shall be corrected for a period of time extending
back to the time such inaccuracies began, if ascertainable, and if the
beginning time is not ascertainable,then for a period extending back one-
half(1/2) of the time elapsed since the date of the last calibration,but in
no event further back than a period of six months.
5.2. Quality
5.2.1. Flow Strength-Residential. Due to the predominately residential nature of
BLACK CREEK, wastewater delivered from BLACK CREEK to WILSON shall
be considered residential strength and shall be billed accordingly.
5.2.2. Changes in Flow Strength. In the event WILSON determines that the
characteristics of the flow are significantly different than that of residential flow,
after accounting for any flow for which an industrial permit has been issued,
WILSON shall have the right to bill BLACK CREEK for any additional expenses
the City incurs in treating BLACK CREEK's wastewater. In such instance,
BLACK CREEK will investigate to determine the source of any non-residential
flows. In the event that a non-residential point source is discovered for which an
Industrial Permit has not been issued, WILSON will determine whether an
Industrial Permit is needed. BLACK CREEK shall retain all remedies for
reimbursement of expenses incurred against the producer of the non-residential
flow.
6. CAPACITY&RATES
6.1. Capacity is defined as the average number of gallons of flow per day as measured over a
one-month billing period by the meter referenced in Section 5.1.1.1.
6.2. BLACK CREEK purchases 535,000 gallons of initial capacity from WILSON under this
Agreement.
6.3. BLACK CREEK may purchase additional capacity, annually, in increments of five
thousand(5,000) gallons, subject to availability. Requests for additional capacity must
be made by December 1st annually, and if available,will become effective the following
January 1st
6.4. The right to any capacity purchased terminates as of the Termination Date specified in
Section 2.
6.5. Capacity Rate
6.5.1. Initial capacity. The purchase price of initial capacity is $4.04 per gallon for a
total cost of$2,161,400 to be paid over the initial term of this Agreement.
Accordingly,the monthly charge for initial capacity shall be$6,003.89.
6.5.2. Additional capacity. The purchase price of additional capacity shall be the initial
capacity fee of$56.11 per five thousand (5,000)gallon increment plus 5%
additional capacity fee for a total of$58.92 per 5,000 gallon increment multiplied
by the number of months remaining under this Agreement. The monthly charge
for additional capacity shall be $58.92 per five thousand(5,000) gallon increment
of additional capacity purchased.
6.5.3. In the event BLACK CREEK terminates this contract prior to the Termination
Date, any outstanding balance for the purchase of initial capacity and any
additional capacity will become due immediately.
Page 4of11

6.6. Volume Rate
6.6.1. The volume rate is currently$2.93 per hundred cubic feet("CCF") ($3.92 per
thousand gallons).
6.6.2. The volume rate is subject to change. Any change to the volume rate shall
coincide with a change to the rates assessed to WILSON residents and any
increases thereto shall be made proportionately to the volume rate.
6.6.3. In the event BLACK CREEK's flow exceeds purchased capacity by more than
ten percent(10%), an Additional Volume Charge will be applied to the entire
flow during the billing period in accordance with the following schedule:
Amount by which Average Daily Additional Volume Charge as a
Flow Exceeds Purchased Capacity Percentage of Volume Rate
10-14.99% 10%
15-19.99% 15%
20-24.99% 20%
25-29.99% 25%
30-34.99% 30%
35-39.99% 35%
40-44.99% 40%
45-49.99% 45%
50-54.99% 50%
55-59.99% 55%
60-64.99% 60%
65-69.99% 65%
70-74.99% 70%
75-79.99% 75%
>80% 80%
For example, if Black Creek has purchased 535,000 gallons of capacity,no
Additional Volume Charge will be assessed unless the actual average daily flow
exceeded 588,500 per day(110% of capacity). Under this scenario, if the actual
average daily flow over a 30-day billing period was 600,000 gallons per day
average, and the Volume Rate was $3.92 per 1,000 gallons,the Additional
Volume Charge would be $7,056.00 extra for the monthly billing period(600
thousand gallons x 30 days x$3.92 per thousand gallons x 10%)because the
actual flow exceeds the capacity amount by 12.15%(600,000/535,000). This
would be in addition to normal volume rate charges under 6.6.1.
7. BILLING&PAYMENT
7.1. WILSON will bill BLACK CREEK monthly for wastewater treatment services.
7.2. WILSON will read the metering equipment specified in Section 5.1.1.1 between the 25th
day and last day of each month with billing to occur before the 10th day of the following
month.
7.3. BLACK CREEK's bill may contain the following charges:
Page 5 of 11

7.3.1. Volume Rate Charge. The volume rate charged shall be equal to the Volume Rate
identified in Section 6.6.1, as amended by 6.6.2,multiplied by the number of CCF
as determined by Section 5.1.1.
7.3.2. Capacity Charge. Capacity charges shall be equal to the monthly charge for Initial
Capacity identified in Section 6.5.1 plus any monthly charges for Additional
Capacity identified in Sections 6.5.2.
7.3.3. Additional Volume Charge. Additional Volume Charges when applied shall be as
identified in Section 6.6.3.
7.3.4. Adjustments. An adjustment charge may be assessed or credited in accordance
with Section 5.1.1.5 or Section 5.2.2. WILSON may also make an adjustment to
correct a billing error.
7.3.5. Other. Any other charges as authorized under this Agreement.
7.4. BLACK CREEK shall pay WILSON monthly for wastewater treatment services as
billed. Payment shall be due on the 20th day of the month.
7.5. Late Fees. If payment in full is not received by its due date, WILSON will charge a late
fee in accordance with WILSON's standard billing procedures.
8. WASTEWATER TREATMENT SERVICE AGREEMENT ONLY
The parties agree that this is an Agreement to provide BLACK CREEK with wastewater
treatment services until the Termination Date. WILSON makes no representations or
warranties whatsoever with respect to the operation and maintenance of BLACK CREEK's
wastewater collection system or BLACK CREEK's ability to deliver wastewater to
WILSON's wastewater collection system. BLACK CREEK assumes no responsibility for the
treatment of BLACK CREEK's wastewater once it enters WILSON's wastewater collection
system. The parties agree that WILSON has no liability to BLACK CREEK or to any other
person,firm, corporation,municipality or any other wastewater consumer for loss, costs or
damages resulting, directly or indirectly, from WILSON's wastewater treatment system's
failure to function in its intended purpose of treating raw wastewater for discharge to the
surface waters of the state. Except as authorized by Section 11,there are no third party
beneficiaries to this Agreement.
9. REIMBURSEMENT
BLACK CREEK shall reimburse WILSON for any fines or penalties which in any way
directly, or indirectly, were caused by or connected with BLACK CREEK sending
wastewater to WILSON for treatment,the use or maintenance by BLACK CREEK of its
wastewater system or any violation by BLACK CREEK of any law of the United States or
the State of North Carolina or any rule or regulation of any state or federal agency in sending
to WILSON such wastewater. WILSON will notify BLACK CREEK of an intent to recover
any costs under this provision and arrange a meeting with BLACK CREEK staff and/or
officials to discuss the facts and any aggravating or mitigating circumstances before seeking
reimbursement from BLACK CREEK. This provision does not apply to any fines or
penalties that can be attributed to an Industrial Permit permittee.
10. INDUSTRIAL PERMITS
10.1. WILSON will provide wastewater treatment services for industrial users within
BLACK CREEK through an Industrial Permit Process.
Page 6of11

10.2. WILSON will issue separate permits for wastewater treatment services to industrial
businesses within BLACK CREEK("Industrial Permits"). In determining whether an
Industrial Permit is required, WILSON will review the business as if it were located
within WILSON. WILSON reserves the right to solely determine whether a particular
business requires an Industrial Permit and the terms of such Industrial Permit.
10.3. WILSON will monitor and bill Industrial Permit permittees similarly to industrial users
within WILSON, except that permittees in BLACK CREEK will not be billed for flow
volume/quantity. Permittee billing will be based upon other characteristics of the flow
produced, such as, but not limited to, BOD, TSS, and TKN,and are subject to change.
11. RESELLING OF WASTEWATER TREATMENT SERVICES
BLACK CREEK shall not resell wastewater treatment services to another governmental
agency whereby WILSON is the ultimate recipient of that wastewater until that governmental
agency has entered into an inter-local agency agreement with WILSON for the same, such
inter-local agency agreement being necessary for the protection of WILSON's system and
citizens. WILSON shall have the right, in its sole discretion,to deny the purchase of
additional capacity by BLACK CREEK to serve other governmental agencies.
12. EXTENSIONS TO AGREEMENT
This Agreement may be renewed or extended upon such terms as agreed to by the parties. To
be binding, any renewal or extension must be in writing and formally approved in the same
manner as this Agreement is originally approved and duly executed by all parties hereto.
13. BREACH
In the event of breach of this Agreement,the parties shall be entitled to such legal or
equitable remedies as may be available, including specific performance.
14. REPRESENTATIONS AND MODIFICATIONS OF AGREEMENT
No officer, official, employee or agent of WILSON or BLACK CREEK may, or shall have
the authority or power to terminate, amend, modify, or alter this Agreement or waive any of
its conditions so as to bind WILSON or BLACK CREEK by making any promise or
representation not contained herein,unless such modification or revisions are in writing,
formally approved in the same manner as this Agreement is originally approved and duly
executed by all parties hereto.
15. WAIVER
The failure of either party at any time to require performance by the other of any provision
hereof shall in no way affect the right of the other party to thereafter enforce the same.Nor
shall waiver by either party of any provision hereof be taken to be a waiver of any
succeeding breach of such provision or as a waiver of the provision itself.No provision of
this Agreement shall be deemed to have been waived by either party unless such waiver shall
be in writing and executed by the same formality as this Agreement.
16. CUMULATIVE PROVISIONS
The rights and remedies reserved to WILSON and BLACK CREEK by this Agreement are
cumulative and shall be in addition to and not in derivation of any other rights or remedies
Page 7of11

which WILSON and BLACK CREEK may have with respect to the subject matter of this
Agreement and a waiver hereof at any time shall have no effect on the enforcement of such
rights or remedies at a future time.
17. CAPTIONS &REFERENCES TO SECTIONS
Caption to sections throughout this Agreement are for ease of reference only and shall not
affect the meaning or interpretation of this Agreement. References made herein to sections
shall refer to the various sections of this Agreement unless otherwise specified.
18.NO JOINT VENTURE
Nothing herein shall be deemed to create a joint venture or principal agent relationship
between the parties hereto and no party is authorized to, nor shall any party, act toward third
parties or the public in any manner which would indicate any such relationship with the
other.
19. ENTIRE AGREEMENT
This Agreement and all attachments hereto and all material incorporated herein, represents
the entire understanding and agreement of the parties with respect to the subject matter
hereof, supersede all prior oral negotiations and can be amended,supplemented, modified or
changed only as provided herein. Specifically, the Sanitary Sewage Treatment Contract dated
October 19, 1976, is hereby terminated.
20. SEVERABILITY
If any section, subsection, sentence, clause, phrase, or portion of this Agreement is, for any
reason, held invalid or unconstitutional by any court of competent jurisdiction, such portion
shall be deemed a separate, distinct, and independent provision, and such holding shall not
affect the validity of the remaining portions of this Agreement. In the event any provision or
part of this Agreement is held to be void or unenforceable, such may be deemed stricken and
all remaining provisions shall continue to be valid and enforceable upon the parties hereto.
21. SUCCESSORS AND ASSIGNS
This Agreement may not be assigned by either party without the written consent of the other
party. Subject to the foregoing,this Agreement shall be binding upon and its benefits inure to
the parties, their successors and assigns. Except as specified in Section 11 this Agreement
shall not be construed as impeding the right of either party to sell raw wastewater collection
and/or treatment services to other governmental entities.
22. NOTICE
22.1. Unless otherwise provided, all notices provided for herein shall be in writing and shall
be sent properly addressed by first class mail to the parties at the addresses shown
below:
CITY OF WILSON TOWN OF BLACK CREEK
Director of Water Resources Mayor
PO Box 10 POBox8
Wilson,NC 27894 Black Creek,NC 27813
Page 8 of 11

•
All notices required to be given by telephone, email,or fax, shall be made to the
individual currently serving in the position listed above, and, in addition, may be made
to other staff members as appropriate.
22.2. Except to the extent otherwise provided in this Agreement, it is agreed that the
WILSON Director of Water Resources shall be designated to carry out WILSON's
obligations under this Agreement and the BLACK CREEK Mayor shall be designated
to carry out the obligations of BLACK CREEK under this Agreement.
23. DISPUTE RESOLUTION
Any claims, disputes or other controversies arising out of, and between parties to this
Agreement which may ensue shall be subject to and decided by the appropriate general court
of justice of Wilson County,North Carolina. During the pendency of any claim or dispute,
WILSON agrees to continue to provide wastewater treatment services, if capable,through the
Termination Date and BLACK CREEK agrees to pay for wastewater treatment services
billed by WILSON.
24. RECITALS
The Recitals are incorporated into this Agreement.
25. COOPERATION AND GOOD FAITH
WILSON and BLACK CREEK, while meeting their respective regulatory requirements,will
work together to collaboratively identify and resolve any potential water quality issues in
which wastewater from BLACK CREEK is involved. The parties agree to work together to
effectuate the purpose of this Agreement and to act reasonably and in good faith in fulfilling
their duties and rights hereunder.
[Signature pages follow]
Page 9of11

IN TESTIMONY WHEROF, WILSON has caused this Agreement to be executed by its Mayor,
all by the authority of the City Council of the City of Wilson, its official seal affixed and attested
to by the City Clerk.
The City of Wilson City Council, meeting in regular session on Dece rn 6 er g, 0
did approve this Wastewater Treatment Interlocal Agreement dated as of January 1, 2017.
CITY OF WILS
By:
C. Bruce Rose,Mayor
ATTEST:
JQ,wu u 6cdt
mie Batts, Clerk
(CORPORATE SEAL)
O�.P OR,g1.OZ
o'--* of
•
'\k.:1g49
Page 10 of 11

+ 4. f
IN TESTIMONY WHEROF, BLACK CREEK has caused this Agreement to be executed by its
Mayor, all by the authority of the Board of Commissioners of the Town of Black Creek, its
official seal affixed and attested to by the Town Clerk.
The Town of Black Creek Board of Commissioners, meeting in regular session on
Jft tiA If) )0/7 did approve this Wastewater Treatment Interlocal At -ement
dated as of
ivary 'l, 2017. °11111 •r
TOWN O'
By:
' : . Smith,Jr., May...
AT ES`t:
(1. ) 1)91/9111P lit/
Cindy Dough y, Clerk
(CORPORATE SEAL)
Page 11 of 11

City of Wilson
Water Infrastructure Division
PUMP STATION FAILURE
CONTINGENCY PLAN
Revised:
September 13, 2021
15

CITY OF WILSON
PUMP STATION FAILURE CONTINGENCY PLAN
TABLE OF CONTENTS PAGE
A. General Information 17
B. Back-up Generators for Pump Stations 18
C. Portable Generators 18
D. Spare Pumps, Parts, Emergency Connections, and Reliability 19
E. Pump Parts 19
F. Emergency Hauling and Flushing (City Equipment) 20
G. Emergency Contract Hauling 20
H. Emergency Piping 20
16

A. GENERAL INFORMATION - PUMP STATION FAILURE CONTINGENCY PLAN
In the event of pump station failure,the following plan of action to be implemented.
The radio telemetry system will send an alarm signal to the treatment plant's SCADA system notifying the
operator of a pump station problem.
The Operator on Duty will acknowledge the alarm and dispatch a staff operator or themselves to address the
issue at the pump station. In the event the operator cannot correct the problem within 15 minutes or a
reasonable amount of time, it his or her responsibility to contact the on-call maintenance mechanic.
• Operator on Duty [phone]
• Staff Operator [phone]
• On-Call Maintenance Mechanic [phone]
The On-Call Maintenance Mechanic will go to the pump station and try to correct the problem.The mechanic is
to stay in constant contact with the operator on duty. In the event the mechanic cannot alleviate the problem, he
or she will contact the following person(s).
Persons to call to initiate repairs and/or replacement:
1. O&M Supervisor, Nick Eatmon Work Office [phone]
Work Cell [phone]
Personal Cell [phone]
2. Lead Mechanic, Brandon Holland Work Office [phone]
Work Cell [phone]
Personal Cell [phone]
3. Lead Operator, Brian Thompson Work Office [phone]
Work Cell [phone]
Personal Cell N/A
4. Plant Manager,Jimmy Pridgen Work Office [phone]
Work Cell [phone]
Personal Cell [phone]
17

B. BACK-UP GENERATORS FOR PUMP STATIONS:
If the pump station problem is due to an electrical outage, each pump station is equipped with a back-up
generator capable of handling the full electrical load of each pump station. If this problem does occur,the
automatic transfer switch should engage and return pump station to normal operation. If transfer switch does
not engage,the operator or mechanic on site may transfer the switch manually. Exact capacity and voltage are
listed on the pump station spreadsheet along with pump sizes and capacities. Four generators are dual fuel.
C. PORTABLE GENERATORS:
The city has two 180KW-480V,three phase generators with 10KW- 208V, single-phase transformers for all
stations. Stantonsburg and Longview can only run the two smaller pumps that should carry normal flows if
operated together. The city also has a 10KW and two 8KW portable generators for operation of three smallest
stations as a double back up to the permanent generator at the station.
In the event of extended down time of the pump station due to generator failure or catastrophic pump failure,
the City has three (lea—10-inch and 2ea—8-inch) high head vacuum prime trash pumps+ numerous 4-inch, 3-
inch, and 2-inch portable pumps and piping that can be used to bypass the station by pumping into a manhole
downstream of the station or by pumping into a bypass tee when force mains are extremely long. All 6, 8, 10,
and 12-inch temporary piping is stored at the Water Reclamation Division. All 4-inch and below piping is stored
at the Operations Center, and the Water plants. The City has two Vactor trucks available to assist in the
pumping of flow at the pump station.To gain access to the Vactor Trucks, person in charge should contact:
• Superintendent of Infrastructure, Fabian Padilla Cell [phone]
Office [phone]
• Superintendent of Infrastructure,Aaron Bailey Cell [phone]
Office [phone]
• Emergency Dispatch Office [phone]
In the event the portable pumps and vactor trucks fail, are not available, or are not capable of handling the flow,
private pump companies may provide rental units as needed. Contact the following by-pass pumping
companies:
• Xylem--Freddie Hudson Work Cell [phone]
Office [phone]
• United Rental --Goldsboro, NC Office [phone]
United Rental—Customer Service Office [phone]
• Sunbelt Rentals, Justin Childers Cell [phone]
Office [phone]
• National Pump & Compressor, Office [phone]
18

D. SPARE PUMPS, PARTS, EMERGENCY CONNECTIONS, AND RELIABILITY:
The City of Wilson is currently placing photos of all the various pump stations, electrical panels,generators, and
SCADA controls on GIS, which is available with field GIS hardened laptops and on desktop computers throughout
the Water Resources Department. Every pump station in the City System is a 2, 3, or 4-pump station, so built in
redundancy is available at every station. However,the City maintains T3, T4, and T6 rotating assemblies for
pumps and other spare parts including check valves, air reliefs,valves, control system parts, air pumps, and
spare PLC parts for SCADA for every smaller station. All five brick and mortar stations have three or four pumps
and rely on this for redundancy except one station that is brick but has T6 pumps of which we have a spare
pump. The City is currently working to replace all brick and mortar dry well pumps with submersible pumps in
case of catastrophic failure and submersion. Permanent force main connections are being installed at all needed
stations for diesel pumps in case of major failure, major piping, or wet well work on each station.
E. PUMP PARTS:
In the event that emergency repair or replacement parts are needed for the Gorman Rupp station, call the
following contacts:
Pump Type Rep. Company Rep. Name Phone Number
Gorman Rupp Tencarva Tom Hegarty Office [phone]
Jody Linthicum Cell [phone]
Stuart Taylor Cell [phone]
Kham Thongkheuang Office [phone]
Flygt Xylem Jared Carpenter Cell [phone]
Office [phone]
Fairbanks Clearwater Greg Hauser Cell [phone]
Office [phone]
In the event that the problem at the pump station is due to a PLC, SCADA, or telemetry issue, call the following:
Instrulogic Corporation Jeremy Cole Cell [phone]
Office [phone]
F. EMERGENCY HAULING AND FLUSHING (CITY EQUIPMENT):
The City has (2) PD vacuum/flusher trucks and (1) fan type vacuum truck available to assist in emergency flow
management at the smaller pump stations. To gain access to the vactor trucks the person in charge will contact:
• Superintendent of Infrastructure, Fabian Padilla Cell [phone]
Office [phone]
• Superintendent of Infrastructure, Aaron Bailey Cell [phone]
Office [phone]
• Emergency Dispatch Office [phone]
3
19

G. EMERGENCY CONTRACT HAULING:
For emergency hauling,the city currently has a hauling contract with Granville Farms. Granville Farms has
numerous tankers available for use if emergency long term hauling should become necessary. See listed below
Granville's contact along with other contact haulers if needed:
• Granville Farms—Jason Smith Cell [phone]
• Mitchell's Septic Office [phone]
• Shamrock Environmental Office [phone]
• HEPACO Office [phone]
• EPS of Vermont Office [phone]
• Creech's Septic Office [phone]
H. EMERGENCY PIPING:
Portable piping is available as described in section (C) above. Permanent piping and spare fittings are available
from Water Infrastructure for 4, 6, 8, 12, 16, 20 and 24-inch force mains at the City's Operations Center,
including flange-coupling adapters for the Gorman Rupp Stations.
20

CITY OF WILSON
Sanitary Sewer Overflow
Response Plan
Revised 10/19/2021

1
PURPOSE
The purpose of this document is to protect the citizens of Wilson, North Carolina and the Environment by
establishing written procedures for responding to sanitary sewer overflows (SSO). This procedure applies to all
City of Wilson (COW) employees that in the course of their work may deal with SSOs. These procedures will be
reviewed upon hire and at least annually, or whenever revised guidance from local, state, or federal authorities
dictate a revision is necessary.
INITIAL RESPONSE
1. Upon discovery or notification of a sewer spill in progress, the crew leader (CL) onsite shall immediately
assess the situation to determine if an SSO has taken place. If an SSO is actively occurring,the CL shall take
immediate action to eliminate the spill and prevent the sewer from reaching surface water. The CL shall
call the crew supervisor (CS) for mobilization of additional equipment and resources as necessary to
resolve the issue.
2. The first individuals onsite shall make every effort to prevent or minimize the amount of sewer that comes
into contact with surface waters. This shall include placing dirt or other materials around stormwater
inlets or diverting flow to open areas through digging temporary ditches. It is inappropriate to wait until
the CS responds prior to acting unless directed otherwise.
3. The CS shall immediately respond to the site. If the CS is unavailable, the ORC or back-up ORC shall
immediately respond.
4. The CS or CL shall create a work order for the SSO for tracking purposes.
5. If the spill has reached surface waters or could reasonably be assumed to be greater than 1,000 gallons,
the CS shall notify the Operator in Responsible Charge (ORC). If the ORC is unavailable, a back-up ORC
shall be contacted.
6. If the spill has reached surface waters or could reasonably be assumed to be greater than 1,000 gallons,
the ORC or back-up ORC shall visit the site within 24 hours of becoming aware of the sewer spill.
SEWER FLOW RESTORATION
1. Line Blockage
If a line blockage is suspected as the cause of a sewer spill,the CS shall coordinate to have a vacuum truck
or jet flusher mobilized and placed into service to remove the blockage. The suspected cause of the
blockage(grease, roots, etc.) should be noted on the work order.
2. Line Collapse
If the suspected cause of a sewer spill is a line collapse, the CS shall set up bypass operations prior to
excavation and repair of the pipe.The CS will coordinate with the City Engineer and Assistant Public Works
Director to determine if a point repair is appropriate or if the entire run from manhole to manhole should
be replaced.
3. Pump Station

If a pump station failure is the cause of a sewer spill,the CS shall assist Water Resource staff in minimizing
the extent of the sewer spill. Water Resource staff will work expeditiously to return the pump station to
service. Bypass pumping operations should be set-up to either the onsite bypass piping or to the closest
downstream manhole while work continues on the pump station.
4. Force Main
If a force main breaks,the CS shall excavate and place a repair coupling as soon as possible.The CS shall
contact Water Resources such that they may turn off the pump station pumps and allow the contributing
pump station to hold wastewater while the repair is in process.
SITE CLEANUP
1. Grass Areas
a. Restrict access to prevent humans and domestic animals from coming in contact with the SSO.
b. Till the area whenever possible.Apply lime, seed, and straw.
c. If not able to till,apply lime and two inches of top soil and mix. Lightly place lime on top of mixture
then seed and cover with straw.
2. Asphalt or Concrete
a. Secure are from traffic flow. Set up containment at or near storm drainage system. Do NOT let
spill enter storm drainage system.
b. Put up tape, black or yellow"DANGER DO NOT ENTER" around the impacted area.
c. Spread lime and approximately 1 inch of sand(or equivalent material)over spilled liquid. Let stand
for one hour and sweep up. If moisture or grease is still present, repeat. Transport wet sand to
the drying beds at the Water Reclamation Facility.
d. After removing the contaminated material, wash down the are with water and Clorox. Pump
mixture back into sewer system.
e. If sewage enters a storm drain, refer to the creek/stream procedure.
3. Creek or Stream
a. Construct a dam near a manhole or at a location which is accessible to a vacuum truck
downstream of the spill location. Build the dam using dirt that is capable of handling the creeks
flow and clean-up water without dam failure. Station two pumps (one primary and one back-up)
at the dam that are capable of handling the creek flow. Be prepared with additional materials to
repair the dam if a breach occurs. Pump water from the dam into a manhole.
b. If a hydrant is available, connect a hose and direct discharge into the creek or storm drain
upstream of the spill location to flush the creek towards the dam. Reclaimed Water shall NEVER
be discharged into a creek or storm drain.
c. Put up tape, black or yellow "DANGER DO NOT ENTER", from the SSO site to the pump site on
both sides of the creek in populated areas. Otherwise, restrict access to prevent humans and
domestic animals from coming in contact with the SSO.
d. Ammonia tests using a handheld probe upstream and downstream of the sewer spill will be used
to determine cleanup progress. Background ammonia levels should be determined by sampling
100 feet upstream of the sewer entering the stream. Then samples should be pulled every 30

minutes from the dammed area near the pump intakes. Once the ammonia levels drop to within
5%of the upstream background levels and there are no visible signs of wastewater in the stream,
the dam and pumps may be removed.
If necessary, ammonia or fecal coliform tests may be performed at the water reclamation facility
for confirmation of site clean-up.Any sampling for ammonia or fecal coliform should be done only
by trained individuals. Contact the water reclamation facility to schedule testing.
REPORTING REQUIREMENTS
The responding ORC shall make the determination if a sewer spill meets the criteria necessary for reporting to the
Department of Environmental Quality (DEQ). Regardless of the situation, the responding ORC or designee will
provide a 24-hour verbal report to the Raleigh Regional DEQ and an electronic 5-day written report if the following
has occurred:
1. Sewer spills greater than or equal to 1,000 gallons; or
2. Any sewer spill, regardless of quantity,that reaches surface waters.
For the purposes of this document,surface waters shall include but are not limited to streams,rivers, ponds, lakes,
wetlands and any stormwater conveyances including ditches, drop inlets, catch basins, or stormwater pipes.
EMERGENCY PHONE NUMBERS
North Carolina DEQ Raleigh Regional Office [phone]
North Carolina Division of Emergency Management [phone] or
(after hours spills and weekends) [phone]
Wilson County Emergency Management [phone]
Wilson County Health Department [phone]
ORC-City of Wilson Collection System—Aaron Bailey [phone]
Back-up ORC—City of Wilson Collection System—Fabian Padilla [phone]
Wastewater Plant Operator Phone#1 [phone]
Wastewater Plant Operator Phone#2 [phone]
WWTP Plant Manager—Jimmy Pridgen [phone]
Xylem (Emergency Bypass Pumping) [phone] or
(Freddy Hudson Direct Line with Xylem) [phone]
ADDITIONAL RESOURCES
Materials and equipment available for spills are staged at both the operators center and the water reclamation
facility.The water reclamation facility stores the items needed for spill containment and cleanup at pump stations.

Attached is a list of all available equipment in service as of November 2021.The list includes vehicles,dump trucks,
excavator, pumps, lights, flushable trucks, etc.
PPE, hand tools, and monitoring equipment are available for all staff and located on all service trucks.

N Legend
City, Gravity Main
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W _VOi^
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I Private, Gravity Main
Sanitary ewer _ Private, Force Main
S _ j City Limits
♦♦♦ Extraterritorial Zoning Limits
Date: October 2021 ® City Lift Station
Printed:10/11l2021 PS Private Lift Station
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Map of the Collection System Extra Information
• Line Size—The entire collection system is tracked within a GIS system which identifies line size.
Gravity mains range in size from 6-36 inches and force mains from 2-24 inches.The average pipe
diameter for the entire collection system is 9.5 inches.
• Slope—The slope is generally not available on our mains, but we do have slopes on new
subdivisions and lines constructed in the past 20 years. We continue to incorporate videos of all
line segments into GIS with an IT Pipes software camera program.
• Pipe Material—All pipe material is available for every line segment on GIS.
• Approximate Age—The average age of all pipe greater than 30 years old is known within a 10-
year span with exact years known of all pipe installed after 1990.The average pipe age within
the collection system is 40 years.
• Flow Direction—The flow direction is displayed in the GIS for every line segment
• Manhole Information—All manholes are identified, all locations are known and shown on GIS
(including exact coordinates), materials of construction, approximate depth, and invert sizes are
shown.
• Pump Station Information—All pump stations are identified, have their location shown, identify
pumps and capacity, number of pumps, and have back-up power at each station.
• Number of Sewer Services is 21,500 as of 10/15/21.Sewer laterals are shown on GIS where data
is available.

Other General Information
• City has a FOG program with approved enforcement City Ordinances, a full-time restaurant
inspection and enforcement program including information and educational materials,
handouts, and door hangers.These are distributed through mailings, in person, at numerous
public events, and for public and school tours.
• Operational, Maintenance and inspection logs are kept at pump stations and for all plant
equipment for each event and inspection in addition to having full SCADA capabilities at each
station.
• The City keeps an active log of all complaints and work performed daily for all of Water
Resources including all wastewater calls and repairs
• Equipment is alternated and generators are tested automatically weekly including both full load
and no load testing. All equipment is on a routing PM program to address routine as well as
special problems.
• Right of ways are maintained and outfalls are inspected on a full-time basis by a minimum of
two people including and particularly high priority lines.Additional people are utilized as work
load varies seasonally. Exact dates of mowing and inspections are kept and inspected
• A minimum of 10%of the sewer lines are cleaned annually as required. A special grease cleaning
report is generated for review of repeat areas for education material to be distributed by the
FOG manager
• Maintenance logs are kept for all repairs of equipment.
• Construction record drawings are kept in Engineering and transferred to GIS for the entire
Collection System within 30 days of receiving as-builts or field crew redlines.