WQCS00092_Renewal (Application)_20231006

: STATEq •
ROY COOPER s�
Governor u! 0
ELIZABETH S.BISER `. .—y
Secretary g "
RICHARD E.ROGERS,JR. NORTH CAROLINA
Director Environmental Quality
October 09, 2023
Town of Warrenton
Attn: Robet Davie, Town Administrator
PO Box 281
Warrenton, NC 27589-0281
Subject: Permit Renewal
Application No. WQCS00092
Warrenton Collection System
Warren County
Dear Applicant:
The Water Quality Permitting Section acknowledges the October 6, 2023, receipt of your permit renewal application and
supporting documentation. Your application will be assigned to a permit writer within the Section's Non-discharge
permitting branch. Per G.S. 150B-3 your current permit does not expire until permit decision on the application is made.
Continuation of the current permit is contingent on timely and sufficient application for renewal of the current permit. The
permit writer will contact you if additional information is required to complete your permit renewal. Please respond in a
timely manner to requests for additional information necessary to allow a complete review of the application and renewal
of the permit.
Information regarding the status of your renewal application can be found online using the Department of Environmental
Quality's Environmental Application Tracker at:
https://deq.nc.gov/permits-regulations/permit-guidance/environmental-application-tracker
If you have any additional questions about the permit, please contact the primary reviewer of the application using the
links available within the Application Tracker.
Sincerely,
Wren Thedford
Administrative Assistant
Water Quality Permitting Section
ec: WQPS Laserfiche File w/application
D_E Q_1/ North Caroiina Department of EnNronotental Quality I Division of Water Resources
-// Raleigh Regional Office 3800 Barrett Drive I Raleigh North Carolina 27609
/ 919 7914200

at .6
44/.:
NORTH C +R..Y, I h`4 A
P.O. Box 281
Walter M. Gardner, Jr.—Mayor Warrenton, NC 27589-0281
Robert Davie—Town Administrator [phone] Fax [phone]
www.warrenton.nc.gov
September 29, 2023 RECEIVED
fED
NCDEQ-DWR v
Water Quality Permitting Section i U 6 2023
MUNICIPAL PERMITTING UNIT
NCDEQIDWRINPDES
Subject: CS Permit Renewal
WQCS00092
Town of Warrenton
Warren County
Dear Municipal Permitting Unit:
The Town of Warrenton holds permit #WQCS00092 for the operation and maintenance of the
sewer collection system. The permit expiration date is May 31, 2024. As required, the Town is
submitting a permit renewal application package. The renewal package includes one original and
one copy of:
- Cover letter
- Completed Application Form CSA 04-16
- Pump station list
- High priority lines list
- Annual Budget for Collection System (current fiscal year)
- Capital Improvement Plan
- Response action plan
- Contingency Plan
- Collection System Map
The CIP for the collection system is attached as requested and spans the years 2023-2033.
If you have any questions regarding this application, please contact Bill Perkinson, Public Works
Director at 252-425-5334.
Sincerely,
Robert Davie, Town Administrat
Town of Warrenton

State of North Carolina
D 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
El 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:
• Instruction A: Cover Letter
® Instruction C: Application
❑ Instruction C: Ownership Documentation (i.e. CPCN) (If necessary)
❑ Instruction D: Delegation Letter(If necessary for signing official)
® Section IV.3 Pump Station List
® Section IV.4 High Priority Lines List
® Section V.4 Annual Budget for Collection System (Updated and Approved)
El Section V.6 Capital Improvement Plan (Updated and Approved)
® Section VI. 2 Response Action Plan
® Section VI.4 Contingency Plan
® Section VI.6 Comprehensive Collection System Map
❑ 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):Town of Warrenton
2. Facility Information: Name: Town of Warrenton Collection System Permit No.:WQCS00092
3. Applicant type: ® Municipal ❑ State ❑Privately-Owned Public Utility
❑County ❑ Other:
4. Signature authority's name: Robert Davie per 15A NCAC 02T.0106(b)
Title:Town Administrator
5. Applicant's mailing address:P.O.Box 281
City:Warrenton State:NC Zip:27589-0281
6. Applicant's contact information:
Phone number:[phone] Fax number:[phone] Email address:townadministrator(&warrenton.nc.gov
II. CONTACT/CONSULTANT INFORMATION:
1. Contact Name:Bill Perkinson
2. Title/Affiliation:Public Works Director
3. Contact's mailing address:P.O.Box 281
4. City:Warrenton State:NC Zip:27589-0281
5. Contact's information:
Phone number:[phone] Fax number:[phone] Email address:publicworksdirector(&warrenton.nc.gov
III. GENERAL REQUIREMENTS:
1. New Permit or Premit Renewal? ❑New ® Renewal
2. County System is located in: Warren County
3. Owner&Name of Wastewater Treatment Facility(ies)receiving wastewater from this collection system:
Owner(s)&Name(s):Warren County WWTP
4. WWTF Permit Number(s): NPDES NC0020834
5. What is the wastewater type? 100% Domestic or %Industrial(See 15A NCAC 02T.0103(20))
I
y Is there a Pretreatment Program in effect? ❑Yes or Z No
6. Wastewater flow:0.5 MGD(Current average flow of wastewater generated by collection system)
7. Combined permitted flow of all treatment plants: 2_0 MGD
8. Explain how the wastewater flow was determined:❑ 15A NCAC 02T.0114 or® Representative Data
9. Population served by the collection system:850
IV. COLLECTION SYSTEM INFORMATION:
1. Line Lengths for Collection System:
Sewer Line Description Length
Gravity Sewer 21(miles)
Force Main 8(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) 7
Simplex Pump Stations(Serving Multiple Buildings) 0
Duplex Pump Stations 4
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.
The Town Administrator has oversight of the collection system via supervision of the Public Works Director(PWD). The
PWD,and staff are responsible for the day-to-day O&M of the collection system.
2. Indicate the current designated collection system operators for the collection system per 15A NCAC 08G.0201
Main ORC Name: William(Bill)Perkinson Certification Number:990656
Back-Up ORC Name: Kenneth W.Champion Certification Number:992075
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: $850,000
4. Submit a copy of your current annual budget.
5. Approximate capital improvement budge for the collection system only: $4,147,000
6. Submit a copy of your current capital improvement plan.
7. Is this collection system currently a satellite system❑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)
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:
The Town has agreements to treat the wastewater from the Warren County collection system and the Town of Norlina
APPLICATION CSA 04-16 Page 4 of 5

VI. COLLECTION SYSTEM COMPLIANCE:
1. Is a Response Action Plan currently in place®Yes or El 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 El No 12—18 mo.
I(5)— Grease inspection and enforcement program ®Yes El No 12—18 mo.
I(6)—Three to five year current Capital Improvement Plan. ®Yes El No 12—18 mo.
I(8)—Pump station contingency plan ®Yes ❑No 3 mo.
I(9)—Pump station identification signs. ®Yes El No 3 mo.
I(11)—Functional and conspicuous audible and visual alarms. ®Yes El No 3—6 mo.
II(5)—Spare pumps for any station where one pump cannot
handle peak flows alone(in a duplex station,the 2id pump is ® Yes El 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 El No 3 mo.
III(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,Robert Davie;Town Administrator attest that this application for Town of Warrenton
(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 as civil enalties up to$25,000 per violation.
Signature: Date: 7 — 2/q
Zs�;3
APPLICATION CSA 04-16 Page 5 of 5

Town of Warrenton
Collection System Permit Renewal
Part IV - 3
WQCS00092
Pump Station List
Name Location Alarm Pump Reliability Reliability Source Capacity
Red Hill Loop Rd PS 284 Red Hill Loop Road Audible,Visual,Telemetry Pump and Haul Septic Tank Truck 49 GPM
John Riggans PS 300 N. Ridgecrest Drive Audible,Visual,Telemetry Generator On-Site Generator 260 GPM
F.M. Mobile Home Park PS 180 F.M. Road Audible,Visual,Telemetry Generator On-Site Generator 80 GPM
Warrenton-Ridgeway Rd.PS 145 Warrenton Ridgeway Rd Audible,Visual,Telemetry Pump and Haul Septic Tank Truck 39 GPM

HIGH PRIORITY LINE INSPECTION Tecnician:
Town of Warrenton
Date:
Sub-Basin Manhole Method of Comments Code
No. No. Inspection Including Any Corrective Actions
1 126-B Visual
1 126-CC Visual
2 391 Visual
4 43 Visual
4 42 Visual
4 41 Visual
4 40 Visual
4 39 Visual
1 - Clean and Structurely Sound 2 - Some Roots 3 - Significant Roots
4 - Some Paper/Debris 5 - Significant Paper/Debris 6 - Structural Issues
7 -Water High in Invert
1

HIGH PRIORITY LINE INSPECTION Tecnician:
Town of Warrenton
Date:
Sub-Basin Manhole Method of Comments Code
No. No. Inspection Including Any Corrective Actions
10 5-A Visual
10 6 Visual
10 7 Visual
10 8-A Visual
10 8-B Visual
10 8 Visual
10 9A Visual
10 9 Visual
10 10 Visual
1 - Clean and Structurely Sound 2 - Some Roots 3 - Significant Roots
4 - Some Paper/Debris 5 - Significant Paper/Debris 6 - Structural Issues
7 -Water High in Invert
2

HIGH PRIORITY LINE INSPECTION Tecnician:
Town of Warrenton
Date:
Sub-Basin Manhole Method of Comments Code
No. No. Inspection Including Any Corrective Actions
9 11 Visual
9 12 Visual
9 13 Visual
9 14 Visual
9 15 Visual
9 16 Visual
9 17 Visual
9 18 Visual
9 19-A Visual
1 - Clean and Structurely Sound 2 - Some Roots 3 - Significant Roots
4 - Some Paper/Debris 5 - Significant Paper/Debris 6 - Structural Issues
7 -Water High in Invert
3

HIGH PRIORITY LINE INSPECTION Tecnician:
Town of Warrenton
Date:
Sub-Basin Manhole Method of Comments Code
No. No. Inspection Including Any Corrective Actions
9 19-A Visual
9 20 Visual
6 60 Visual
6 61 Visual
6 62 Visual
9 57 Visual
9 56-C Visual
9 56-B Visual
9 56-A Visual
1 - Clean and Structurely Sound 2 - Some Roots 3 - Significant Roots
4 - Some Paper/Debris 5 - Significant Paper/Debris 6 - Structural Issues
7 -Water High in Invert
4
L

HIGH PRIORITY LINE INSPECTION Tecnician:
Town of Warrenton
Date:
Sub-Basin Manhole Method of Comments Code
No. No. Inspection Including Any Corrective Actions
9 56 Visual
9 20 Visual
8 21 Visual
8 23 Visual
7 23-B Visual
7 23-A Visual
7 24 Visual
7 25-A Visual
7 26 Visual
1 - Clean and Structurely Sound 2 - Some Roots 3 - Significant Roots
4 - Some Paper/Debris 5 - Significant Paper/Debris 6 - Structural Issues
7 -Water High in Invert
5

HIGH PRIORITY LINE INSPECTION Tecnician:
Town of Warrenton
Date:
Sub-Basin Manhole Method of Comments Code
No. No. Inspection Including Any Corrective Actions
7 27 Visual
7 28 Visual
7 29-CC Visual
7 29 Visual
7 29-C Visual
7 30-A Visual
5 31-AA Visual
5 31-A Visual
5 31-C Visual
1 - Clean and Structurely Sound 2 - Some Roots 3 - Significant Roots
4 - Some Paper/Debris 5 - Significant Paper/Debris 6 - Structural Issues
7 -Water High in Invert
6

HIGH PRIORITY LINE INSPECTION Tecnician:
Town of Warrenton
Date:
Sub-Basin Manhole Method of Comments Code
No. No. Inspection Including Any Corrective Actions
5 32 Visual
5 33 Visual
5 403 Visual
7 141 Visual
7 141-A Visual
7 141-B Visual
7 179 Visual
7 178 Visual
7 376 Visual
1 - Clean and Structurely Sound 2 - Some Roots 3 - Significant Roots
4 - Some Paper/Debris 5 - Significant Paper/Debris 6 - Structural Issues
7 -Water High in Invert
7

HIGH PRIORITY LINE INSPECTION Tecnician:
Town of Warrenton
Date:
Sub-Basin Manhole Method of Comments Code
No. No. Inspection Including Any Corrective Actions
3 369 Visual
3 368 Visual
3 367 Visual
3 366 Visual
3 365 Visual
3 364 Visual
3 358 Visual
3 357 Visual
3 359 Visual
1 - Clean and Structurely Sound 2 - Some Roots 3 - Significant Roots
4 - Some Paper/Debris 5 - Significant Paper/Debris 6 -Structural Issues
7 -Water High in Invert
8

HIGH PRIORITY LINE INSPECTION Tecnician:
Town of Warrenton
Date:
Sub-Basin Manhole Method of Comments Code
No. No. Inspection Including Any Corrective Actions
3 360 Visual
3 356 Visual
3 354 Visual
3 355 Visual
3 355-A Visual
1 105-GB Visual
1 105-GA Visual
1 105-J Visual
1 105-I Visual
1 - Clean and Structurely Sound 2 - Some Roots 3 - Significant Roots
4 - Some Paper/Debris 5 - Significant Paper/Debris 6 - Structural Issues
7 -Water High in Invert
9

HIGH PRIORITY LINE INSPECTION Tecnician:
Town of Warrenton
Date:
Sub-Basin Manhole Method of Comments Code
No. No. Inspection Including Any Corrective Actions
1 327 Visual
1 326 Visual
1 325 Visual
1 121-B Visual
1 418 Visual
1 417 Visual
1 416 Visual
1 415 Visual
1 419 Visual
1 - Clean and Structurely Sound 2 - Some Roots 3 - Significant Roots
4 - Some Paper/Debris 5 - Significant Paper/Debris 6 - Structural Issues
7 -Water High in Invert
10

HIGH PRIORITY LINE INSPECTION Tecnician:
Town of Warrenton
Date:
Sub-Basin Manhole Method of Comments Code
No. No. Inspection Including Any Corrective Actions
1 105-H Visual
1 105-G Visual
1 65-F Visual
1 105-E Visual
1 105-D Visual
1 105-C Visual
1 105-B Visual
1 106-C Visual
1 105 Visual
1 - Clean and Structurely Sound 2 - Some Roots 3 - Significant Roots
4 - Some Paper/Debris 5 - Significant Paper/Debris 6 - Structural Issues
7 -Water High in Invert
11

HIGH PRIORITY LINE INSPECTION Tecnician:
Town of Warrenton
Date:
Sub-Basin Manhole Method of Comments Code
No. No. Inspection Including Any Corrective Actions
1 105-A Visual
1 106-B Visual
1 106 Visual
1 107 Visual
1 108 Visual
1 109 Visual
1 111-B Visual
1 111-C Visual
1 116-A Visual
1 - Clean and Structurely Sound 2 - Some Roots 3 - Significant Roots
4 - Some Paper/Debris 5 - Significant Paper/Debris 6 - Structural Issues
7 -Water High in Invert
12

HIGH PRIORITY LINE INSPECTION Tecnician:
Town of Warrenton
Date:
Sub-Basin Manhole Method of Comments Code
No. No. Inspection Including Any Corrective Actions
1 116-A Visual
1 116-B Visual
1 117 Visual
1 117-A Visual
1 117-B Visual
1 117-C Visual
1 132-A Visual
1 118 Visual
1 119 Visual
1 - Clean and Structurely Sound 2 - Some Roots 3 -Significant Roots
4 - Some Paper/Debris 5 - Significant Paper/Debris 6 - Structural Issues
7 -Water High in Invert
13

HIGH PRIORITY LINE INSPECTION Tecnician:
Town of Warrenton
Date:
Sub-Basin Manhole Method of Comments Code
No. No. Inspection Including Any Corrective Actions
1 140-C Visual
1 140-D Visual
1 140-E Visual
1 140-I Visual
1 136-A Visual
1 122-D Visual
1 122-C Visual
1 327-C Visual
1 327-B Visual
1 - Clean and Structurely Sound 2 - Some Roots 3 -Significant Roots
4 - Some Paper/Debris 5 - Significant Paper/Debris 6 -Structural Issues
7 -Water High in Invert
14

HIGH PRIORITY LINE INSPECTION Tecnician:
Town of Warrenton
Date:
Sub-Basin Manhole Method of Comments Code
No. No. Inspection Including Any Corrective Actions
1 139 Visual
1 140 Visual
1 138-B Visual
1 138-A Visual
1 138 Visual
1 121 Visual
1 121-A Visual
1 122 Visual
1 126-C Visual
1 - Clean and Structurely Sound 2 - Some Roots 3 - Significant Roots
4 - Some Paper/Debris 5 - Significant Paper/Debris 6 - Structural Issues
7 -Water High in Invert
15

HIGH PRIORITY LINE INSPECTION Tecnician:
Town of Warrenton
Date:
Sub-Basin Manhole Method of Comments Code
No. No. Inspection Including Any Corrective Actions
10 3 Visual
10 3A Visual
10 3B Visual
10 4 Visual
10 4A Visual
10 5 Visual
10 5A Visual
10 6 Visual
10 7A Visual
1 - Clean and Structurely Sound 2 - Some Roots 3 - Significant Roots
4 - Some Paper/Debris 5 - Significant Paper/Debris 6 - Structural Issues
7 -Water High in Invert
16

HIGH PRIORITY LINE INSPECTION Tecnician:
Town of Warrenton
Date:
Sub-Basin Manhole Method of Comments Code
No. No. Inspection Including Any Corrective Actions
10 7 Visual
10 8A Visual
10 8B Visual
10 8 Visual
10 9A Visual
10 9 Visual
9 10 Visual
9 11 Visual
9 12 Visual
1 - Clean and Structurely Sound 2 - Some Roots 3 - Significant Roots
4 - Some Paper/Debris 5 - Significant Paper/Debris 6 - Structural Issues
7 -Water High in Invert
17

HIGH PRIORITY
RITY LINE INSPECTION Tecnician:
Town of Warrenton
Date:
Sub-Basin Manhole Method of Comments Code
No. No. Inspection Including Any Corrective Actions
9 13 Visual
9 14 Visual
9 15 Visual
9 16 Visual
9 17 Visual
9 18 Visual
9 19 Visual
9 19A Visual
9 20 Visual
1 - Clean and Structurely Sound 2 - Some Roots 3 - Significant Roots
4 - Some Paper/Debris 5 - Significant Paper/Debris 6 - Structural Issues
7 -Water High in Invert
18

HIGH PRIORITY LINE INSPECTION Tecnician:
Town of Warrenton
Date:
Sub-Basin Manhole Method of Comments Code
No. No. Inspection Including Any Corrective Actions
6 71 Visual
6 70 Visual
6 69 Visual
6 72 Visual
8 20A Visual
8 21 Visual
7 31 Visual
7 30A Visual
7 30 Visual
1 - Clean and Structurely Sound 2 - Some Roots 3 - Significant Roots
4 - Some Paper/Debris 5 - Significant Paper/Debris 6 - Structural Issues
7 -Water High in Invert
19

HIGH PRIORITY LINE INSPECTION Tecnician:
Town of Warrenton
Date:
Sub-Basin Manhole Method of Comments Code
No. No. Inspection Including Any Corrective Actions
7 29A Visual
7 141 Visual
7 141A Visual
7 142 Visual
7 28 Visual
7 29 Visual
7 29C Visual
7 27 Visual
7 26 Visual
1 - Clean and Structurely Sound 2 - Some Roots 3 - Significant Roots
4 - Some Paper/Debris 5 - Significant Paper/Debris 6 - Structural Issues
7 -Water High in Invert
20

HIGH PRIORITY LINE INSPECTION Tecnician:
Town of Warrenton
Date:
Sub-Basin Manhole Method of Comments Code
No. No. Inspection Including Any Corrective Actions
7 25A Visual
7 24 Visual
7 28A Visual
7 28B Visual
5 31AA Visual
5 31A Visual
5 32 Visual
5 31B Visual
3 369 Visual
1 - Clean and Structurely Sound 2 - Some Roots 3 - Significant Roots
4 - Some Paper/Debris 5 - Significant Paper/Debris 6 - Structural Issues
7 -Water High in Invert
21

HIGH PRIORITY LINE INSPECTION Tecnician:
Town of Warrenton
Date:
Sub-Basin Manhole Method of Comments Code
No. No. Inspection Including Any Corrective Actions
3 368 Visual
3 367 Visual
7 179 Visual
7 178 Visual
7 376 Visual
3 366 Visual
3 365 Visual
3 364 Visual
3 358 Visual
1 - Clean and Structurely Sound 2 - Some Roots 3 - Significant Roots
4 - Some Paper/Debris 5 - Significant Paper/Debris 6 - Structural Issues
7 - Water High in Invert
22

HIGH PRIORITY LINE INSPECTION Tecnician:
Town of Warrenton
Date:
Sub-Basin Manhole Method of Comments Code
No. No. Inspection Including Any Corrective Actions
3 357 Visual
3 356 Visual
3 359 Visual
3 354 Visual
3 360 Visual
3 361 Visual
3 353 Visual
3 352 Visual
3 351 Visual
1 - Clean and Structurely Sound 2 - Some Roots 3 - Significant Roots
4 - Some Paper/Debris 5 - Significant Paper/Debris 6 - Structural Issues
7 -Water High in Invert
23

HIGH PRIORITY LINE INSPECTION Tecnician:
Town of Warrenton
Date:
Sub-Basin Manhole Method of Comments Code
No. No. Inspection Including Any Corrective Actions
3 355A Visual
3 355 Visual
1 105J Visual
1 1051 Visual
1 105H Visual
1 105G Visual
1 105F Visual
1 105E Visual
1 105D Visual
1 - Clean and Structurely Sound 2 - Some Roots 3 - Significant Roots
4 - Some Paper/Debris 5 - Significant Paper/Debris 6 - Structural Issues
7 -Water High in Invert
24

HIGH PRIORITY LINE INSPECTION Tecnician:
Town of Warrenton
Date:
Sub-Basin Manhole Method of Comments Code
No. No. Inspection Including Any Corrective Actions
1 105GB Visual
1 105GA Visual
1 105C Visual
1 105B Visual
1 106C Visual
1 105 Visual
1 106A Visual
1 106 Visual
1 107 Visual
1 - Clean and Structurely Sound 2 - Some Roots 3 - Significant Roots
4 - Some Paper/Debris 5 - Significant Paper/Debris 6 - Structural Issues
7 -Water High in Invert
25

HIGH PRIORITY LINE INSPECTION Tecnician:
Town of Warrenton
Date:
Sub-Basin Manhole Method of Comments Code
No. No. Inspection Including Any Corrective Actions
1 108 Visual
1 109 Visual
1 105A Visual
1 106B Visual
1 111B Visual
1 111C Visual
1 116A Visual
1 116 Visual
1 116B Visual
1 - Clean and Structurely Sound 2 - Some Roots 3 - Significant Roots
4 - Some Paper/Debris 5 - Significant Paper/Debris 6 - Structural Issues
7 - Water High in Invert
26

HIGH PRIORITY LINE INSPECTION Tecnician:
Town of Warrenton
Date:
Sub-Basin Manhole Method of Comments Code
No. No. Inspection Including Any Corrective Actions
1 117 Visual
1 117A Visual
1 117B Visual
1 117C Visual
1 118 Visual
1 119 Visual
1 120 Visual
1 121 Visual
1 122 Visual
1 - Clean and Structurely Sound 2 - Some Roots 3 - Significant Roots
4 - Some Paper/Debris 5 - Significant Paper/Debris 6 - Structural Issues
7 - Water High in Invert
27
II

HIGH PRIORITY LINE INSPECTION Tecnician:
Town of Warrenton
Date:
Sub-Basin Manhole Method of Comments Code
No. No. Inspection Including Any Corrective Actions
1 126C Visual
1 126B Visual
1 126CC Visual
1 124E Visual
1 124D Visual
1 124C Visual
1 122E Visual
1 122A Visual
1 419 Visual
1 - Clean and Structurely Sound 2 - Some Roots 3 - Significant Roots
4 - Some Paper/Debris 5 - Significant Paper/Debris 6 - Structural Issues
7 -Water High in Invert
28

HIGH PRIORITY LINE INSPECTION Tecnician:
Town of Warrenton
Date:
Sub-Basin Manhole Method of Comments Code
No. No. Inspection Including Any Corrective Actions
1 140E Visual
1 140D Visual
1 140C Visual
1 140B Visual
1 136A Visual
1 122D Visual
1 122C Visual
1 327C Visual
1 327B Visual
1 - Clean and Structurely Sound 2 - Some Roots 3 - Significant Roots
4 - Some Paper/Debris 5 - Significant Paper/Debris 6 - Structural Issues
7 -Water High in Invert
29

HIGH PRIORITY LINE INSPECTION Tecnician:
Town of Warrenton
Date:
Sub-Basin Manhole Method of Comments Code
No. No. Inspection Including Any Corrective Actions
1 132A Visual
1 418 Visual
1 415 Visual
1 416 Visual
1 417 Visual
1 391 Visual
1 43 Visual
1 42 Visual
1 41 Visual
1 - Clean and Structurely Sound 2 - Some Roots 3 - Significant Roots
4 - Some Paper/Debris 5 - Significant Paper/Debris 6 - Structural Issues
7 -Water High in Invert
30

HIGH PRIORITY LINE INSPECTION Tecnician:
Town of Warrenton
Date:
Sub-Basin Manhole Method of Comments Code
No. No. Inspection Including Any Corrective Actions
1 327 Visual
1 326 Visual
1 325 Visual
1 121B Visual
1 140 Visual
1 139 Visual
1 138-B Visual
1 138-A Visual
1 138 Visual
1 - Clean and Structurely Sound 2 - Some Roots 3 - Significant Roots
4 - Some Paper/Debris 5 - Significant Paper/Debris 6 - Structural Issues
7 -Water High in Invert
31

HIGH PRIORITY LINE INSPECTION Tecnician:
Town of Warrenton
Date:
Sub-Basin Manhole Method of Comments Code
No. No. Inspection Including Any Corrective Actions
4 40 Visual
4 39 Visual
4 38 Visual
1 - Clean and Structurely Sound 2 - Some Roots 3 - Significant Roots
4 - Some Paper/Debris 5 - Significant Paper/Debris 6 - Structural Issues
7 -Water High in Invert
32

Budget vs Actual
Town of Warrenton
9/6/2023 10:40:27 AM Page 1 Of 5
Period Ending 9/6/2023
38 WATER/SEWER
Description Budget MTD QTD YTD Variance Percent
Revenues
38-351-401 Water Sales 837,532 2.000.47 99,051.35 99,051.35 (738.480.65) 12%
38-351-402 Debt Setoff WATER 224 0.00 96.15 96.15 (127.85) 43%
38-351-404 Sewer Services 632,186 1,347.09 73.983.22 73,983.22 (558.202.78) 12%
38-351-407 Debt Setoff SEWER 196 0.00 135.93 135.93 (60.07) 69%
38-351-408 Town Taps 18,000 0.00 0.00 0.00 (18.000.00)
38-351-416 Dis/Reconnection Fee 9,122 60.00 1,078.94 1,078.94 (8,043.06) 12%
38-351-417 Fire Sprinkler 2.176 0.00 375.48 375.48 (1.800.52) 17%
38-351-418 Late Fees/Penalty/Cut Off 21,850 175.00 4,335.09 4.335.09 (17,514.91) 20%
38-351-419 Returned Check Fee 825 0.00 175.00 175.00 (650.00) 21%
38-351-420 Debt Setoff Late 91 0.00 80.00 80.00 (11.00) 88%
Fees/Penalty/Cut Off
38-365-001 Interest Income 36 0.00 6.05 6.05 (29.95) 17%
38-365-410 Interest/investment Income 8,184 0.00 1,155.99 1,155.99 (7.028.01) 14%
NCCMT
38-365-421 Account Activation Fee 2,813 0.00 425.00 425.00 (2,388.00) 15%
38-381-037 Transfer In From GF 7,281 0.00 0.00 0.00 (7,281.00)
Revenues Totals: 1,540,516 3,582.56 180,898.20 180,898.20 (1,359.617.80) 12%
Expenses
38-851-010 Salary Full Time 112,829 3,039.48 15,154.24 15.154.24 97,674.76 13%
38-851-014 Salary- Part Time 13,131 623.26 2,523.73 2,523.73 10,607.27 19%
38-851-019 Salary Over-Time 7,527 249.69 1,131.85 1,131.85 6,395.15 15%
38-851-020 ER-FICA Taxes 10,212 283.20 1,358.55 1,358.55 8,853.45 13%
38-851-030 ER - Retirement Orbit 21,599 496.36 2,392.06 2.392.06 19,206.94 11%
38-851-040 ER - Health Insurance WATER 29,178 0.00 4.911.84 4,911.84 24,266.16 17%
38-851-050 ER - Life Insurance 500 0.00 94.96 94.96 405.04 19%
38-851-060 ER -Workman's Comp 1,163 0.00 1.055.64 1,055.64 107.36 91%
38-851-200 Travel Expense 215 0.00 0.00 0.00 215.00
38-851-203 Supplies 29,315 0.00 1,968.72 1,968.72 27,345.81 7%

Budget vs Actual
Town of Warrenton
9/6/2023 10:40:27 AM Page 2 Of 5
Period Ending 9/6/2023
38 WATER/SEWER
Description Budget MTD QTD YTD Variance Percent
38-851-204 Uniforms 2,496 0.00 164.33 164.33 2,331.67 7%
38-851-250 Light & Heat & Security 6,090 0.00 419.18 419.18 5,670.82 7%
38-851-251 Telephone & Postage 8.551 0.00 1.311.58 1.311.58 7.239.42 15%
38-851-252 Fuel 10,300 0.00 1,272.00 1,272.00 9,028.00 12%
38-851-255 Bldg. Maint/Clean Sys 3,117 0.00 355.01 355.01 2,761.99 11%
38-851-260 Electric Tank/Pumps 3,198 0.00 320.92 320.92 2,877.08 10%
38-851-296 Continuing Education 1,300 0.00 88.56 88.56 1,211.44 7%
38-851-301 Computer Mantenance 3,500 ! ' 7 0.00 435,48 435.48 3,064.52 12%
38-851-302 Software Support 9.000 0.00 6,724.63 6,724.63 2,275.37 75%
38-851-305 Technology Upgrades 2.250 0.00 1.297.19 1,297.19 952.81 58%
38-851-309 Advertising 265 0.00 0.00 0.00 265.00
38-851-310 Dues & Subscriptions 450 0.00 12.50 12.50 437.50 3%
38-851-313 State Permits 1.250 0.00 0.00 0.00 1.250.00
38-851-345 Water Tank Contract 19,750 0.00 4,799.80 4.799.80 14,950.20 24%
38-851-347 Lab Analysis 1.500 0.00 460.00 460.00 1,040.00 31%
38-851-351 Maint. & Repair Equip 3,000 0.00 0.00 0.00 3,000.00
38-851-352 Vehicle Maintenance 3,750 0.00 468.90 468.90 3,281.10 13%
38-851-400 Town Liability Insurance 9,234 0.00 0.00 0.00 9,234.00
38-851-405 Audit Expense 5.750 0.00 3.860.43 3,860.43 1.889.57 67%
38-851-448 External Contract 5,000 0.00 0.00 0.00 5,000.00
38-851-451 Water Purchase 200,000 0.00 18.225.91 18.225.91 181,774.09 9%
38-851-500 Capital Outlay$5000 and Above 5.685 0.00 5.685.47 5.685.47 0.00 100%
38-851-801 Town Hall Roof Loan - Principal 706 0.00 231.45 231.45 474.55 33%
38-851-802 USDA Public Works Trucks- 8,534 0.00 0.00 0.00 8,534.00
Princ Water
38-851-803 USDA Town Hall/WS Loan 29,272 0.00 0.00 0.00 29.272.00
Principal
38-851-831 Town Hall Roof Loan-Interest 3 0.00 4.68 4.68 (1.68) 156%
Water

Budget vs Actual
Town of Warrenton
9/6/2023 10:40:27 AM Page 3 Of 5
Period Ending 9/6/2023
38 WATER/SEWER
Description Budget MTD QTD YTD Variance Percent
38-851-833 USDA Town Hall/WS Loan 15,196 0.00 0.00 0.00 15,196.00
Interest
38-851-836 USDA Public Works Trucks- Int 1,349 0.00 0.00 0.00 1,349.00
Water
38-851-889 Reserve for USDA Loans 4,657 0.00 0.00 0.00 4,657.00
38-851-895 Grass Cutting Expense 16,000 1,333.00 3,999.00 3,999.00 12,001.00 25%
38-851-896 WS 25% of GF Expense 53,815 0.00 4,899.53 4,899.53 48.915.47 9%
38-851-998 Contingency 7,035 0.00 0.00 0.00 7,035.00
Water Totals: 667,672 6,024.99 85,628.14 85.628.14 582.043.86 13%
38-852-010 Salary - Full Time 112,829 3,039.48 15,483.08 15.483.08 97.345.92 14%
38-852-014 Salary- Part Time 13,131 623.11 2,523.42 2,523.42 10,607.58 19%
38-852-019 Salary - Over Time Sewer 7.527 35.39 698.89 698.89 6,828.11 9%
38-852-020 ER - FICA Sewer 10,212 281.39 1,423.44 1,423.44 8,788.56 14%
38-852-030 ER-Retirement Orbit 21.599 468.42 2.381.64 2.381.64 19.217.36 11%
38-852-040 ER-Health Insurance SEWER 29,178 0.00 4,912.88 4,912.88 24,265.12 17%
38-852-050 ER-Life Insurance 500 0.00 96.88 96.88 403.12 19%
38-852-060 ER-Workman's Comp 1,163 0.00 1,055.64 1.055.64 107.36 91%
38-852-200 Travel Expense 215 0.00 0.00 0.00 215.00
38-852-203 Supplies 19,917 0.00 3,644.62 3,644.62 16,271.91 18%
38-852-204 Uniforms 2,496 0.00 164.30 164.30 2,331.70 7%
38-852-250 Light& Heat & Security 6,025 0.00 546.22 546.22 5,478.78 9%
38-852-251 Telephone & Postage 8.551 0.00 1,320.31 1.320.31 7.230.69 15%
38-852-252 Fuel 10.300 0.00 1,272.00 1,272.00 9,028.00 12%
38-852-255 Bldg. Maint/Clean Sys 3,117 0.00 355.02 355.02 2,761.98 11%
38-852-260 Electric Tank/Pumps 9,000 0.00 1,465.69 1,465.69 7,534.31 16%
38-852-296 Continuing Education 720 0.00 115.00 115.00 605.00 16%
38-852-301 Computer Maint. 5,000 0.00 435.49 435.49 4,564.51 9%
38-852-302 Software Support 9,000 0.00 6,724.61 6,724.61 2.275.39 75%
38-852-305 Technology Upgrades 2,250 0.00 1,297.17 1,297.17 952.83 58%

Budget vs Actual
Town of Warrenton
9/6/2023 10:40:27 AM Page 4 Of 5
Period Ending 9/6/2023
38 WATER/SEWER
Description Budget MTD QTD YTD Variance Percent
38-852-309 Advertising 683 0.00 0.00 0.00 683.00
38-852-310 Dues & Subscriptions 426 0.00 12.50 12.50 413.50 3%
38-852-313 State Permits 1,500 0.00 0.00 0.00 1.500.00
38-852-351 Maint & Repair Equip 3,000 0.00 0.00 0.00 3,000.00
38-852-352 Vehicle Maintenance 3.750 0.00 468.90 468.90 3,281.10 13%
38-852-400 Liability Insurance 5,851 0.00 0.00 0.00 5,851.00
38-852-405 Audit Expense 5,750 0.00 3.860.43 3,860.43 1.889.57 67%
38-852-435 Purchase of Sewer Services 387,485 0.00 24,660.45 24.660.45 362,824.55 6%
38-852-448 External Contract 9.000 0.00 1.105.66 1,105.66 7.894.34 12%
38-852-473 WWTP Rehab Annual Payment 23,918 0.00 0.00 0.00 23,918.00
38-852-500 Capital Outlay $5000 and Above 5,685 0.00 5.685.47 5,685.47 0.00 100%
38-852-801 Town Hall Roof Loan - Principal 706 0.00 231.45 231.45 474.55 33%
38-852-802 USDA Public Works Trucks- 8.534 0.00 0.00 0.00 8,534.00
Princ Sewer
38-852-803 USDA Town Hall/WS Loan 29,272 0.00 0.00 0.00 29,272.00
Principal
38-852-804 NCDEQ Unity, Bute & Battle 14.388 0.00 0.00 0.00 14.388.00
Sewer Rehab Princ Only
38-852-809 John Riggans Easement Pmt 1,000 0.00 0.00 0.00 1,000.00
38-852-811 NCDEQ Sewer Rehab Annual 13.750 0.00 0.00 0.00 13.750.00
Loan- Principal
38-852-831 Town Hall Roof Loan - Interest 57 0.00 4.68 4.68 52.32 8%
Sewer
38-852-833 USDA Town Hall/WS Loan 15,196 0.00 0.00 0.00 15.196.00
Interest
38-852-836 USDA Public Works Trucks-Int 1,349 0.00 0.00 0.00 1,349.00
Sewer
38-852-837 NCDEQ Sewer Rehab Annual 2.750 0.00 0.00 0.00 2,750.00
Loan- Interest
38-852-889 Reserve for USDA Loans 4,657 0.00 0.00 0.00 4,657.00

Budget vs Actual
Town of Warrenton
9/6/2023 10:40:27 AM Page 5 Of 5
Period Ending 9/6/2023
38 WATER/SEWER
Description Budget MTD QTD YTD Variance Percent
38-852-896 WS 25% of GF Expense 53,815 0.00 4,899.54 4,899.54 48,915.46 9%
38-852-998 Contingency 7,592 0.00 0.00 0.00 7,592.00
Sewer Expenses Totals: 872,844 4,447.79 86,845.38 86.845.38 785.998.62 10%
Expenses Totals: 1,540,516 10,472.78 172,473.52 172.473.52 1,368,042.48 11%
38 WATER/SEWER Revenues Over/(Under) Expenses: (6,890.22) 8,424.68 8,424.68

iferPor
NORTH CAROLINA
P.O. Box 281
Walter M. Gardner, Jr. — Mayor Warrenton, NC 27589-0281
Robert F. Davie, Jr. —Town Administrator [phone] Fax [phone]
www.warrenton.nc.gov
RESOLUTION BY THE TOWN COUNCIL OF WARRENTON, NORTH CAROLINA
Adopting the Updated Town of Warrenton's
10-Year Wastewater Capital Improvements Plan
WHEREAS, The Town of Warrenton operates and maintains a wastewater collection system,
and
WHEREAS, The Town of Warrenton has developed a 10-Year Wastewater Capital Improvements
Plan to identify needed capital improvements and their costs,
NOW THEREFORE BE IT RESOLVED, BY THE TOWN COUNCIL OF THE TOWN OF WARRENTON
That, the Town of Warrenton Town Council hereby adopts the updated 10-Year Wastewater
Capital Improvement Plan as a guidance document for pursuing capital improvement funds to
keep the wastewater collection system in good operating order, and
That town staff, under the direction of the Mayor and Town Council, shall regularly review and
update the Wastewater Capital Improvement Plan to ensure compliance with all federal, state
and local regulations.
ADOPTED/this the 14th day of August 2023 at Warrenton, North Carolina.
//
Walter Gardner, Mayor
//Z
(Seal)
Robert Davie, Town Administrator

Town of Warrenton Wastewater System 10-Year Capital Improvements Plan
Capital Improvement Project Total Project Cost 2023-2024 2024-2025 2025-2026 2026-2027 2027-2028 TOTAL FY 2023-2028 2028-2029 2029-2030 2030.2031 2031-2032 2032-2033 TOTAL FY2028-2033
I-own-Wide Sanitary Sewer Rehabilrtation $ 3,620,000 $ 1,810,000 $ 1,810,000 _$ 3,620,000 $ -
F&M Lift Station Rehabilitation $ 25,000 $ 25,000_ _ $ 25,000 $ -
Riggans Lift Station Pump Replacement $ 30,000 $ 30,000 _$ 30,000 $ -
Red Hill LS electrical panel replacement $ 25,000 $ 25,000 $ 25,000 $ -
Warrenton-Ridgeway LS elect.panel repl. $ 25,000 $ 25,000 $ 25,000 $ -
Red Hill LS Emergency generator $ 50,000 $ 50,000 _$ 50,000 $ -
Warrenton-Ridgeway LS Emergency generator $ 50,000 $ 50,000 $ 50,000 $ -
F&M LS Bypass Pump Around Connection $ 10,000 $ 10,000 _$ 10,000 $ -
Replace Riggans Force Man ARVs(2) $ 15,000 $ 15,000 $ 15,000 $ -
Backhoe $ 106,000 $ - $ 106,000 $ 106,000
Tractor $ 56,000 $ - $ 56,000 $ 56,000
Service Trucks(2) $ 100,000 $ 100,000 $ 100,000 $ -
Sewer letter $ 35,000 $ - $ 35,000 _ $ 35,000
$ - $ -
$ - $ -
$ $ .
TOTAL $ 4,147,000 $ 1,810,000 $ 1,960,000 $ 55,000 $ 25,000 $ 100,000 $ 3,950,000 $ 106,000 $ 91,000 $ - $ - $ - $ 197,000

SANITARY SEWER OVERFLOW RESPONSE PLAN
TOWN OF WARRENTON
In the event of a sanitary sewer overflow or spill, the following procedures shall be followed:
1 FIND AND ATTEMPT TO SOLVE PROBLEM
CAUSE
2. NOTIFY ORC OR NEXT IN CHARGE
3. ISOLATE SPILL
4. CLEAN UP AREA
Responsible Personnel:
Name Home Phone Mobile Phone
William R. Perkinson (ORC, Lab) [phone] [phone]
Kenneth W. Champion (BU-ORC, [phone] * [phone]
Lab)
Wil Short (Technician) * [phone]
Joe Burchett(Technician) [phone] * [phone]
Willie Terry (Technician) [phone] * [phone]
Robert Davie (Town Administrator) [phone] [phone]
* Indicates that this phone number is available on a 24-hour basis including weekends and
holidays. Response Time (worst case) is 30 minutes.
Other employees will be called as needed.
The ORC or next in charge shall notify the NC Division of Water Quality, Raleigh Regional
Office at(919)791-4200. The ORC shall also fill out the necessary documentation and submit to
DWQ within timeframe required. The ORC shall notify the Town Administrator regarding the
need to notify the public.
Lab personnel shall be contacted to take samples of any stream, creek, river, lake or other body
of water affected by the spill. Test results shall be made available to NC DWQ as required.

Contractor Information:
Electrical: Breedlove Electric [phone] Office [phone] Cell
General: Harris Equipment Co. [phone] Office [phone] Cell
Sewage Pumping& Hauling: Foster [phone] Office [phone] Cell
Utilities Information:
Electric Service: Progress Energy [phone] Customer Service
Phone Service: Century Link [phone] Customer Service
Natural Gas: Frontier [phone] Cell/Mike Duhadaway
Warren CountyPublic Utilities 252 257-3645 Office 252 213-2212 Cell - ORC
( ) ( )
Eric St. Sing
Equipment List:
Description Location
1996 John Deere 5200 2wd Tractor WWTP Parking Lot
2008 Kioti DK-65C 4wd Tractor WWTP Parking Lot
2008 Woods 10 ft. Batwing Rotary Cutter WWTP Parking Lot
2011 Woods 6 ft. grading Blade WWTP Parking Lot
2004 JCB 214E Backhoe/Loader WWTP Parking Lot
2007 Obrien Trailer Sewer Jetter WWTP Parking Lot Summer, WWTP Shop Winter
2007 John Deere 4wd Gator WWTP Shop
Diesel Portable Light Tower/Generator WWTP Parking Lot
1996 Chevrolet Kodiak Dump Truck WWTP Parking Lot
2016 Ford F550 Dump Truck WWTP Parking Lot
Utility Trailers,two 12'x 6.5' WWTP Parking Lot
6"Discharge Trash Pump WWTP Parking Lot
6"Discharge Hose (600 ft.) WWTP Filter Building
6" Suction Hose (40 ft.) WWTP Under Ox. Ditch 1 Effluent end Catwalk
(1)2010 Ford F250 4wd Service Pickups Assigned to On-call Operators—JB
(1)2011 Ford F250 4wd Service Pickup Assigned to On-call Operator—OD
(1)2014 Ford F250 4wd Service Pickup Assigned to On-call Operator—WT
(2) 2017 Ford F250 4wd Service Pickups Assigned to On-call Technicians—BP, KC
Stihl Cut Off Saw and various hand tools 20 ft. Public Works Cargo Trailer, WWTP Parking
Lot
(2) Stihl (Spare) Cut Off Saw 20 ft. Public Works Cargo Trailer, WWTP Parking
Lot
(1)Wacker 2 cycle Tamper 20 ft. Public Works Cargo Trailer, WWTP Parking
Lot

Spare Parts Inventory:
For Riggans Sewer Pump Station
Description Quantity Location
50 HP Motor/Pump Unit 1 WWTP Filter Building
Level Control Relay 1 King St. Complex Parts Room
Vacuum System Can Rubber Valves 0 Riggans SPS Parts Room
3/4" OD Vacuum System Tubing 10 ft. Riggans SPS Parts Room
3/4" OD Vac Sys Tubing Comp Fittings 1 Riggans SPS Parts Room
Mechanical Seal 1 King St. Complex Parts Room
Sleeve 1 King St. Complex Parts Room
50 HP Pump Gasket Kit 2 King St. Complex Parts Room
50 HP Pump Upper Bearing 1 King St. Complex Parts Room
50 HP Pump Lower Bearing 1 King St. Complex Parts Room
Dog House Cooling Blower 1 King St. Complex Parts Room
Vacuum Can 0-Rings 6 KingSt. Complex Parts Room
P
For F & M Sewer Pump Station
Description Quantity Location
Float Switch 20 ft. N/O 1 King St. Complex Parts Room
Sonic Start Relay 1 King St. Complex Parts Room
Sonic Start Probe 1 King St. Complex Parts Room
Vacuum Solenoid 1 King St. Complex Parts Room
20 HP Pump Gasket Kit 2 King St. Complex Parts Room
20 HP Pump Mechanical Seal 2 King St. Complex Parts Room
Vacuum Sight Glass & 0-Rings 1 King St. Complex Parts Room
Common Parts for Riggans and F & M Sewer Pump Stations
Description Quantity Location
Vacuum System Pump 2 King St. Complex Parts Room
Vacuum Sys Pump Gasket Set 0 King St. Complex Parts Room
3/8"OD Vacuum System Tubing 10 ft. King St. Complex Parts Room
4"Discharge Check Valve 2 King St. Complex Parts Room
Common Parts for Riggans,Red Hill Loop, and Warrenton-Ridgeway Sewer Pump Stations
Description Quantity Location
Float Switch 20 ft. N/O 5 King St. Complex Parts Room
2 "PVC Ball Valve I King St. Complex Parts Room
Other Common Parts For Sewer System
Description Quantity Location
4" Pipe Schedule 80 20' King St. Complex
6" Pipe Class 900 10' King St. Complex
8" Pipe Class 900 100' King St. Complex
10"Pipe Class 900 4' King St. Complex
12" Pipe Class 900 40' King St. Complex

4"Clay to Clay Boot with 2 SS bands 1 King St. Parts Rm/20 ft. Rpr Trailer
4"Clay to Plastic Boot with 2 SS bands 4 King St. Parts Rm/20 ft. Rpr Trailer
4"Plastic to Plastic Boot with 2 SS bands 2 King St. Parts Rm/20 ft. Rpr Trailer
6" Clay to Clay Boot with 2 SS bands 2 King St. Complex Parts Room
6" Clay to Plastic Boot with 2 SS bands 2 King St. Complex Parts Room
6"Plastic to Plastic Boot with 2 SS bands 2 King St. Complex Parts Room
8"Clay to Clay Boot with 2 SS bands 2 King St. Complex Parts Room
8"Clay to Plastic Boot with 2 SS bands 11 King St. Complex Parts Room
8"Plastic to Plastic Boot with 2 SS bands 3 King St. Complex Parts Room
10" Clay to Clay Boot with 2 SS bands 2 King St. Complex Parts Room
10" Clay to Plastic Boot with 2 SS bands 4 King St. Complex Parts Room
10" Plastic to Plastic Boot with 2 SS bands 3 King St. Complex Parts Room
Pipe Bypass Plugs 4" 2 King St. Complex Parts Room
Pipe Bypass Plugs 6" 2 King St. Complex Parts Room
Pipe Bypass Plugs 8" 2 King St. Complex Parts Room
Pipe Bypass Plugs 10" 2 King St. Complex Parts Room
Manhole Lid Assembly 9 King St. Complex
Manhole Lid (Standard size) 15 King St. Complex
Manhole— 1 1/4" Ring Riser 5 King St. Complex
Manhole— 1 %2" Ring Riser 6 King St. Complex
Manhole—2"Ring Riser 2+ King St. Complex
Cleaning Equipment For Spills:
Description Location
Hard Rakes Service Trucks, WWTP Generator Room
Soft Rakes Service Trucks, WWTP Generator Room
Pitch Folks Service Trucks, WWTP Generator Room
Round Shovels Service Trucks, WWTP Generator Room
Flat Shovels Service Trucks, WWTP Generator Room
2007 Obrien Trailer Sewer Jetter WWTP Parking Lot Summer,
WWTP Shop Winter
Utility Trailers, two 12'x 6.5' WWTP Parking Lot
2004 JCB 214E Backhoe/Loader WWTP Parking Lot
1996 Chevrolet Kodiak Dump Truck WWTP Parking Lot
2016 Ford F550 Dump Truck WWTP Parking Lot
2007 John Deere 4wd Gator WWTP Shop
Foster Sewage Cleaning& Hauling See Contact info. under Contractor Section

Site Sanitation and Clean Up Materials:
Description Location
Bulk Sand King St. Complex
Bagged Lime WWTP in Old Pump Buildings
Absorbent Materials of various lengths WWTP Filter Building
Tyvek Protective Overals, Latex Goves, Safety Glasses Service Trucks, WWTP Admin Bld

Post-Overflow/Spill Assessment:
The ORC or BORC will fill out this assessment within 72 hours after any SSO that occurs within
the Collection System.
Date of SSO: Location:
By Manhole#/Physical Address
1. Was cause of problem determined and was it corrected?
2. Was spill contained/isolated?
3. Was the SSO greater than 1000 gallons? Estimated amount?
4. Did the SSO reach surface water(including through ditches, storm drains, etc.)?
Estimated amount?
5. Was all over flow material removed from the site where the SSO occurred?
6. What means and materials were used to clean the site?
7. Was lime applied to the site for proper disinfection?
8. Was Lab personnel contacted to take samples of any stream, creek, river, lake or other
body of water affected by the spill? Were results recorded?
9. Was the ORC or next in charge notified?
10. Did the ORC notify the Town Administrator if there was a need to notify the public?
11. Has NC DWQ been notified by phone within 24 hours if the SSO was greater than 1000
gallons or any of the SSO reached surface waters? (919-791-4200)
12. If applicable, has the ORC filled out the necessary documentation and forwarded to
DWQ within 5 days? (CS-SSO Form)
ORC or BORC Signature: Date:

CONTINGENCY PLAN
Submersible Pump
• Check Breaker
• Reset Breaker
• Turn pump to hand to see if it runs, if it runs operate manually and
call and electrician to fix controls ASAP.
• If it does not run at all, call an electrician for repair ASAP.
• If pump runs but trips out call for crane and assistance to pull pump
and check for possible stopped up impeller.
• If you cannot quickly find the problem, call an electrician to come and
fix ASAP.
• If electrician finds a problem with pump, have pump pulled and
carried for out for repair ASAP.
• If both pumps go out call for vac truck immediately while you try to
get station going, call an electrician pump service ASAP. Use vac
trucj to pump around until you get station going again. Set up bypass
pump if station is going to be down for extended time or if pump truck
can't keep up if possible.
Above Ground
• Check Breaker
• Reset Breaker
• If motors don't run, switch to hand/manual to see if it runs, if not call
an electrician ASAP.
40 If motor does run, run manually and call an electrician ASAP.
• If motors will not run manually try to reset breaker, if it doesn't reset
call an electrician ASAP.
• If motor runs but pump will not pump, backwash pump with other
pump, reprime pump, if pump does not start working call pump repair
tech immediately.
• If both pumps go out call for vac truck immediately while you try to
get station going, call an electrician pump service ASAP. Use vac
truck to pump around until you get station going again. Set up bypass
pump if station is going to be down for extended time or if pump truck
can't keep up if possible.