WQCS00049_Renewal (Application)_20221024

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ELIZABETH S.BISER V.�,
Secretary SUM AEO
RICHARD E.ROGERS,JR. NORTH CAROLINA
Director Environmental Quality
October 24, 2022
City of Reidsville
Attn: Summer Woodard, City Manager
1100 Vance St
Reidsville, NC 27320
Subject: Permit Renewal
Application No. WQCS00049
Reidsville Collection System
Rockingham County
Dear Applicant:
The Water Quality Permitting Section acknowledges the October 24, 2022 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.
Sin erely,�
Wren Thedford
Administrative Assistant
Water Quality Permitting Section
cc: Lindsey Tuttle
ec: WQPS Laserfiche File w/application
North
nston-Sa Carolinalem Department
RegionalOffi
of Environmental Quality I Division of Water Resources
Office 1450 West Hanes MITI Road,Suite 300 I Winston-Salem.North Carolina 27105
336 7769800

Public Works Department
1100 Vance St.,Reidsville,NC 27320 Reidsville
Phone:[phone] • Fax: [phone] NORTH CAROLINA
Date: October 17, 2022
To: DWR—Municipal Permitting Unit
Attn: WQCS Renewals
1617 Mail Service Center
Raleigh, NC 27699-1617
From: Lindsey Tuttle
Public Services Superintendent and Collection System ORC
Grade 4 CS certificate#988237
City of Reidsville 1100 Vance St. RECEIVED
Reidsville, NC 27320
O C T 2 4;2022
Subject: System-wide Collection System Permit Renewal
Reidsville Collection System NCDEQIDWRINPDES
Permit No.WQCS00049
To whom it may concern,
This letter,with included items and attachments,will serve as the City of Reidsville's application for
renewal of its Collection System Permit#WQCS00049 set to expire on 4/30/2023.
Sincerrel�y, //'
Lindsey Tuttle
Intl;
1. Application Form; CSA 04-16.
2. Pump Station List,Titled "Attachment A for condition IV(3)"
3. High Priority lines List,Titled "Attachment A for condition IV(4)"
4. Annual Budget for Collection System,Titled "Attachment A for condition V(4)
5. Capital Improvement Plan,Titled "Attachment B for condition V(6)
6. Response Action Plan
7. Contingency Plan
8. Comprehensive Collection System Map
9. Compliance Statement
10. 2022 Compliance Inspection Report.

State of North Carolina
DwR 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 1.3 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 1.4 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

1
E. Summary of Attachments Required:
El 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)
® 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): City of Reidsville
2. Facility Information: Name: City of Reidsville Collection System Permit No.: WQCS00049
3. Applicant type: x Municipal ❑State ❑Privately-Owned Public Utility
❑County ❑Other:
4. Signature authority's name: Summer Woodard per 15A NCAC 02T.0106(b)
Title:City Manager
5. Applicant's mailing address:230 West Morehead Street
City:Reidsville State:NC Zip:27320-
6. Applicant's contact information:
Phone number: [phone] Fax number: ( ) - Email address: [e-mail]
IL CONTACT/CONSULTANT INFORMATION:
1. Contact Name:Josh Beck
2. Title/Affiliation:Public Works Director
3. Contact's mailing address: 1100 Vance Street
4. City:Reidsville State:NC Zip:27320-
5. Contact's information:
Phone number: [phone] Fax number:[phone] Email address:[e-mail]
III. GENERAL REQUIREMENTS:
1. New Permit or Premit Renewal? ❑New X Renewal
2. County System is located in: Rockingham County
3. Owner&Name of Wastewater Treatment Facility(ies)receiving wastewater from this collection system:
Owner(s)&Name(s): City of Reidsville Wastewater Treatment Plant
4. WWTF Permit Number(s): WWTP0024881
5. What is the wastewater type? 75%Domestic or 25%Industrial(See 15A NCAC 02T.0103(20))
Is there a Pretreatment Program in effect?X Yes or❑No
6. Wastewater flow:2.25 MGD(Current average flow of wastewater generated by collection system)
7. Combined permitted flow of all treatment plants: 7_5 MGD
8. Explain how the wastewater flow was determined: ❑ 15A NCAC 02T.0114 or X Representative Data
9. Population served by the collection system: 14,000
IV. COLLECTION SYSTEM INFORMATION:
1. Line Lengths for Collection System:
Sewer Line Description Length
Gravity Sewer 93.64(miles)
Force Main 12(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 18
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 City of Reidsville operates under the direction of a City Manager who oversees the Public Works Director,who in turn
oversees the Public Services Superintendent,who in turn oversees the Public Services Utility Supervisor,who directly leads
the maintenance crews.There are 4 small crews totaling 10 employees that maintain the Collection System and Pump
Stations.
2. Indicate the current designated collection system operators for the collection system per l5A NCAC 08G.020 1
Main ORC Name: Lindsey Tuttle Certification Number:988237
Back-Up ORC Name: Robert Stowe Certification Number:991014
See the"WQCS 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: $650.000
4. Submit a copy of your current annual budget.
5. Approximate capital improvement budget for the collection system only: $141,000
6. Submit a copy of your current capital improvement plan.
7. Is this collection system currently a satellite system 0 Yes or X No
8. Do any satellite systems discharge to this collection system 0 Yes or X 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:
APPLICATION CSA 04-16 Page 4 of 5

•
VI. COLLECTION SYSTEM COMPLIANCE:
1. Is a Response Action Plan currently in place X 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?X 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? X 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 X Yes ❑No 12—18 mo.
I(5)— Grease inspection and enforcement program X Yes 0 No 12—18 mo.
I(6)—Three to five year current Capital Improvement Plan. X Yes ❑No 12—18 mo.
I(8)—Pump station contingency plan X Yes ❑No 3 mo.
I(9)—Pump station identification signs. X Yes ❑No 3 mo.
I(11)—Functional and conspicuous audible and visual alarms. X 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 X Yes ❑No 6—9 mo.
the spare if pump reliability is met).
II(7)—Accessible right-of-ways and easements. X Yes ❑No 6—12 mo.
II(9)—Response action plan with Items 9(a—h). X Yes 0 No 3 mo.
III(3)—Comprehensive collection system map X Yes 0 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, Summer Woodard,City Manager attest that this application for City of Reidsville Collection System
WQCS00049
(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 penalties up to$25,000 per violation.
Signature: Date:
APPLICATION CSA 04-16 Page 5 of 5

' PUMP STATION(PS)MASTER LISTING Attachment A for Condition IV(3)
•
Monitoring Systems REMARKS
1 PS Name/Identifier Location/Address Latitude(N) Longitude(W)
Ashcroft 1311 WINTERBERRY DR 36.3251 -79.6958 audible EYisible Orelemetry DCADA jtuntime Dlow
Date of Last Pump Down Test Wet Well Volume Design Capacity Pump#1 Pump#2 Pump#3 Pump#4 Level Control
(GAL) (GPM) (GPM) (GPM) (GPM) (GPM) Type
5/4/22 440 130 134 134 n/a n/a A/B Built? 1 Rebuilt 2015
Driver Data Pump Force Main Data
HP Speed V Standby Power Speed #P S TypeManufacturer Material Size(in) Length(ft) TDH
Power Account /
10 i 1425 230 35 kW 0002029819 1760 2/1 Self Priming Gorman-Rupp PVC 4 3,300 87
Monitoring Systems REMARKS
2 PS Name/Identifier Location/Address Latitude(N) Longitude(W)
Cambridge 1020 WINDEMERE CT 36.3356 -79.6243 audible risible Telemetry �CADA �untime low
Date of Last Pump Down Test Wet Well Volume Design Capacity Pump#1 Pump#2 Pump#3 Pump#4 Level Control
(GAL) (GPM) (GPM) (GPM) (GPM) (GPM) Type
5/4/22 453 160 161 168 n/a n/a A/B Built 1992 I Rebuilt 2016
Driver Data Pump Force Main Data
Standby Power
HP Speed V Power Account Speed #P/S Type Manufacturer Material Size(in) Length(ft) TDH
27 , 1760 480 70 kW 0003494660 1760 2/1 Submersible ` Gorman-Rupp PVC 6 4,200 125
3 PS Name/Identifier Location/Address latitude(N) Longitude(W) Monitoring Systems REMARKS
audible QJisible E.Telemetry LCADA Runtime alow
Drum 480 DRUM RD 36.3358 -79.6459
Date of last Pump Down Test Wet Well Volume Design Capacity Pump#1 Pump#2 Pump#3 Pump#4 Level Control
(GAL) (GPM) (GPM) (GPM) (GPM) (GPM) Type
5/9/22 723 70 91 98 n/a n/a A/B Built 1992 1
Driver Data Pump Force Main Data
HP Speed V Standby Power Speed #P/S Type Manufacturer Material Size(in) Length(ft) TDH
Power Account
•
14 . 3450 480 55 kW i 0002029763 3450 2/1 Submersible Gorman-Rupp DIP 4 I 3,250
Monitoring Systems REMARKS
4 PS Name/Identifier Location/Address Latitude(N) Longitude(W)
Forrest 997 FORREST DR 36.3113 -79.6877 audible aisible OTelemetry p,CADA auntime Glow
Manual alternate on pumps
Date of Last Pump Down Test Wet Well Volume Design Capacity Pump#1 Pump#2 Pump#3 Pump#4 Level Control
(GAL) (GPM) (GPM) (GPM) (GPM) (GPM) Type
5/6/22 1,516 350 397 409 n/a n/a A/B Built 1995
Driver Data Pump Force Main Data
Standby Power
HP Speed V Power Account Speed #P/S Type Manufacturer Material Size(in) Length(ft) TDH
30 i 1760 480 125 kW 0002029817 1760 2/1 Self priming € Gorman-Rupp DIP 8 i 5,500 130
Page 1 of 5 Pump Station(PS)Master Listing Date Last Updated:8/4/2022

PUMP STATION(PS)MASTER LISTING Attachment A for Condition IV(3)
Monitoring Systems REMARKS
5 PS Name/Identifier Location/Address Latitude(N) Longitude(W)
Freeway 2420 FREEWAY DR 36.3758 -79 6712 04udible DJisible �felemetry DCADA auntime Glow
Date of Last Pump Down Test Wet Well Volume Design Capacity Pump#1 Pump#2 Pump#3 Pump#4 Level Control
(GAL) (GPM) (GPM) (GPM) (GPM) (GPM) Type
5/5/22 881 35 43 •
43 n/a n/a Floats Built? Rebuilt 2016
•
Driver Data Pump Force Main Data
HP Speed V Standby Power Speed #P/S Type Manufacturer Material Size(in) Length(ft) TDH
Power Account
5 3450 208 30KW 0002029827 3450 2/1 Submersible Fairbanks Morse PVC 6 1,050 63
Monitoring Systems REMARKS
6 PS Name/Identifier Location/Address Latitude(N) Longitude(W)
Gibbs 1414 GIBBS RD 36.3630 79 6887 0tudible aisible �relemetry �CADA runtime [Flow Off line
Date of Last Pump Down Test Wet Well Volume Design Capacity Pump#1 Pump#2 Pump#3 Pump#4 Level Control
(GAL) (GPM) (GPM) (GPM) (GPM) (GPM) Type
Not Operational 723 48 n/a n/a Built 1993 1
Driver Data Pump Force Main Data
Standby Power
HP Speed V Power Account Speed #P/S Type Manufacturer Material Size(in) Length(ft) TDH
3 I 480 25kW i 0002029826 2/1 i Submersible ' F.E.Myers 3 760 62
7 PS Name/Identifier Location/Address Latitude(N) Longitude(W) Monitoring Systems REMARKS
Hillcrest 507 HILLCREST ST 36.3470 -79.6523 Ei4udible aisible [,ifelemetry ECADA DRuntime aiow
Generator ordered 3/8/22
Date of Last Pump Down Test Wet Well Volume Design Capacity Pump#1 Pump#2 Pump#3 Pump#4 Level Control
(GAL) (GPM) (GPM) (GPM) (GPM) (GPM) Type
5/6/22 775 200 204 204 n/a n/a A/B Built? I Rebuilt 2016
Driver Data Pump Force Main Data
HP Speed V Standby Power Speed i #P/S Type Manufacturer Material Size(in) Length(ft) i TDH
7.5 1760 230 60 KW 0002029772 1760 2/1 Self Priming Gorman Rupp 4 450 i 40
8 PS Name/Identifier Location/Address Latitude(N) Longitude(W) Monitoring Systems REMARKS
Johnson 997 JOHNSON ST 36.3746 -79.6685 �4udible (utsible �relemetry ECADA runtime rlow Pump run times average 1.1
hours per day each.
Date of Last Pump Down Test Wet Well Volume Design Capacity Pump#1 Pump#2 Pump#3 Pump#4 Level Control
(GAL) (GPM) (GPM) (GPM) (GPM) (GPM) Type
5/S/22 758 325 299 298 n/a n/a A/B Built 1991
Driver Data Pump Force Main Data
HP _ Speed V Standby Power Speed i #P/S Type i Manufacturer Material 1. Size(in) Length(ft) € TDH
Direct Drive Wisconsin 20
20 1760 480 0002029781 1760 2/1 Self Priming Gorman-Rupp 4 1,050 80
HP MODEL UG4D1
Page 2 of 5 Pump Station(PS)Master Listing Date Last Updated:8/4/2022

PUMP STATION(PS)MASTER LISTING Attachment A for Condition IV(3)
fe
Monitoring Systems REMARKS
9 PS Name/Identifier Location/Address Latitude(N) Longitude(W)
Lake Reidsville 630 Water Works Rd. 36.2941 79 6822 EAudible (]✓isible Orelemetry DCADA D2untime Dlow
Date of Last Pump Down Test Wet Well Volume Design Capacity Pump#1 Pump#2 Pump#3 Pump#4 Level Control
(GAL) (GPM) (GPM) (GPM) (GPM) (GPM) Type
5/4/22 881 82.95 88 88 n/a n/a A/B Built 2021
Driver Data Pump Force Main Data
HP Speed V Standby Power Speed #P S Type Manufacturer Material Size(in) Length(ft) TDH
p Power Account / yp
3530 480 50 KW 3530 1-Feb Submerged SKB PVC 4 190
Monitoring Systems REMARKS
10 PS Name/Identifier Location/Address Latitude(N) Longitude(W)
edible ❑r r isible ele DCADA El2untime Dlow Currently on list for City to
Laster 121 LASTER ST 36.3757 -79.6601
design replacement.
Date of Last Pump Down Test Wet Well Volume Design Capacity Pump#1 Pump#2 Pump#3 Pump#4 Level Control
(GAL) (GPM) (GPM) (GPM) (GPM) (GPM) Type
5/5/22 318/ 200 130 130 n/a n/a A/B Built 1979
Driver Data Pump Force Main Data
HP i Speed V Standby _ Power Speed #P/S Type i Manufacturer Material Size(in) Length(ft) TDH
10 1740 230 Portable 0002029830 1740 2/1 Dry Pit Fairbanks Morse 4 700 75
Monitoring Systems REMARKS
11 PS Name/Identifier Location/Address Latitude(N) Longitude(W)
04udible j 1isible I(relemetry DCADA auntime Llow
Liberty 216 LIBERTY RD 36.3197 -79.6994
Date of Last Pump Down Test Wet Well Volume Design Capacity Pump#1 Pump#2 Pump#3 Pump#4 Level Control
(GAL) (GPM) (GPM) (GPM) (GPM) (GPM) Type
5/6/22 211 50 36 36 n/a n/a A/B Built 1996
Driver Data Pump Force
HP i Speed V Standby Power Speed #P/S Type Manufacturer Material Size(in) Length(ft) TDH
3 3450 230 Portable 0002029816 3450 2/1 Submersible i F.E.Myers 3 1,200 41
Monitoring Systems REMARKS
12 PS Name/Identifier Location/Address Latitude(N) Longitude(W) :
0Audible aisible Delemetry EV.ADA diuntime Glow
Linden 702 LINDEN RD 36.3050 -79.6958
Date of Last Pump Down Test Wet Well Volume Design Capacity Pump#1 Pump#2 Pump#3 Pump#4 level Control
(GAL) (GPM) (GPM) (GPM) (GPM) (GPM) Type
5/6/22 1,005 250 211 210 n/a n/a A/B Built 1993
Driver Data Pump Force Main Data
HP i Speed V Standby Power Speed i #P/S i Type ' Manufacturer Material Size(in) i Length(ft) i TDH •
20 1760 •
480 • 80 kW 0002029818 1760 2/1 . Self priming i Gorman-Rupp 6 3,100 92
Page 3 of 5 Pump Station(PS)Master Listing Date Last Updated:8/4/2022

• PUMP STATION(PS)MASTER LISTING Attachment A for Condition IV(3)
Monitoring Systems REMARKS
13 PS Name/Identifier Location/Address Latitude(N) Longitude(W)
• audible aisible Telemetry ECADA Tuntime [flow
North End i 115 SALEM CHURCH RD 36.3919 -79.6707
Date of Last Pump Down Test Wet Well Volume Design Capacity Pump#1 Pump#2 Pump#3 Pump#4 Level Control
(GAL) (GPM) (GPM) (GPM) (GPM) (GPM) Type
5/9/22 1,974 340 435 •
405 n/a n/a Floats Built 2006
Driver Data Pump Force Main Data _
HP i Speed V Standby Power Speed i #P/S i Type 1 Manufacturer Material Size(in) Length(ft) i TDH
21 1750 480 350 kW 1245653167 1750 i 2/1 Submersible i Gorman-Rupp DIP 8 i 10,225 93
Monitoring Systems REMARKS
14 PS Name/Identifier Location/Address Latitude(N) Longitude(W) Low flow station
J udible aisible Ej telemetry DCADA runtime flow
Regal 2825 REGAL RD 36.3484 -79.7054
Date of Last Pump Down Test Wet Well Volume Design Capacity Pump#1 Pump#2 Pump#3 Pump#4 Level Control
(GAL) (GPM) (GPM) (GPM) (GPM) (GPM) Type
5/4/22 881 125 96 95 n/a n/a A/B Built 1992
Driver Data Pump Force Main Data
HP i Speed •
V Standby Power Speed i #P/S i Type i Manufacturer Material Size(in) i Length(ft) i TDH
14 3450 480 50 kW i 0002029814 3450 2/1 Submersible ; Gorman-Rupp 4 1,500 I 82
Monitoring Systems REMARKS
15 PS Name/Identifier Location/Address Latitude(N) Longitude(W)
audible aisible Telemetry DCADA Tuntime Tlow
Thomas 898 THOMAS ST 36.3535 -79.6464
Date of Last Pump Down Test Wet Well Volume Design Capacity Pump#1 Pump#2 Pump#3 Pump#4 Level Control
(GAL) (GPM) (GPM) (GPM) (GPM) (GPM) Type
5/9/22 1,995 190 247 •
245 A/B Built 2001
Driver Data Pump Force Main Data
HP Speed V Standby Power Speed #P/S Type Manufacturer Material Size(in) Length(ft) i TDH
20 , 1760 460 125 KW i 2135229574 1760 2/2 i Self priming Gorman-Rupp 6 4,100 156
Monitoring Systems REMARKS
16 PS Name/Identifier Location/Address Latitude(N) Longitude(W)
D4udible aisible Telemetry ECADA Tuntime low
Wentworth 1430 WENTWORTH ST 36.3718 -79.6840
Date of Last Pump Down Test Wet Well Volume Design Capacity Pump#1 Pump#2 Pump#3 Pump#4 Level Control
(GAL) (GPM) (GPM) (GPM) (GPM) (GPM) Type
5/5/22 9,546 1650 1600 i 1595 i n/a •
n/a Transducer Built 2008
Driver Data Pump Force Main Data
HP 1 Speed V •
Standby Power Speed #P/S i Type i Manufacturer Material i Size(in) Length(ft) i TDH
150 1775 480 320 kW 0002029782 1775 2/1 Dry pit Fairbanks Morse DIP/PVC 18 8,500 215
Page 4 of 5 Pump Station(PS)Master Listing Date Last Updated:8/4/2022

a PUMP STATION(PS)MASTER LISTING Attachment A for Condition IV(3)
t' "
Monitoring Systems REMARKS
17 PS Name/Identifier Location/Address Latitude(N) Longitude(W)
• 0kudible )Iisible ❑�telemetry ECADA aunbme [Plow
N Willow 151 ROBERSON ST 36.3717 -79.6531
Date of Last Pump Down Test Wet Well Volume Design Capacity Pump#1 Pump#2 Pump#3 Pump#4 Level Control
(GAL) (GPM) (GPM) (GPM) (GPM) (GPM) Type
5/9/22 1,331 80 81 86 n/a n/a A/B Built 1999
Driver Data Pump Force Main Data
HP Speed V Standby Power Speed I #P/S Type Manufacturer Material i Size(in) i Length(ft) TDH
15 1750 460 Portable 0003468934 1750 2/1 Submersible Fairbanks Morse 4 1,550 88
Monitoring Systems REMARKS
18 PS Name/Identifier Location/Address Latitude(N) Longitude(W)
•
audible OJislble Delemetry lasCADA +auntime Dlow
Winstead 724 WINSTEADST 36.3669 -79.6534
Date of Last Pump Down Test Wet Well Volume Design Capacity Pump#1 Pump#2 Pump#3 Pump#4 Level Control
(GAL) (GPM) (GPM) (GPM) (GPM) (GPM) Type
5/9/22 2,385 625 301 307 n/a n/a Floats Built 1997
Driver Data Pump Force Main Data
HP i Speed V Standby Power Speed #P/S Type Manufacturer Material Size(in) i Length(ft) TDH
40 I 1775 480 100 kW 0002029769 1775 I 2/1 I Dry pit I Cornell CIP 8 I 4,000 I 130
Page 5 of 5 Pump Station(PS)Master Listing Date Last Updated:8/4/2022

r,
t •i City of Reidsville High Priority Lines
Attachment A for Condition V (4)
# Description Manhole ID HPL Type Material Date Comment
1 Laster Street Force Main F10-42 Aerial Cast
2 Hall Street H11-58--H11-59 Aerial/Creek Cast
3 Hester Street H11-32--H11-31 Aerial/Creek D.I. +bell clamp
4 Lytle Street H11-14 Creek D.I.
5 Lytle top Branch H11-19 Ariel Creek Cast
6 Pennsylvania Ave. 1 H11-8 Creek D.I.
7 Pennsylvania Ave. 2 H11-4 Aerial/Creek D.I.
8 Pennsylvania Ave. 3 G11-58 Creek D.I.
9 Pennsylvania Ave. 4 H11-9 Creek D.I.
10 Roanoke St. G11-61 Aerial D.I.
11 Roanoke Street G11-43—G11-44 Creek Clay
12 Sands Circle 1 H11-55 Aerial D.I.
13 Sands Circle 2 H11-67 Aerial D.I.
14 Sands Circle 3 H11-66 Aerial D.I.
15 Thomas Street 112-21-112-23 Aerial/Creek Clay
16 Thomas Street 112-13 Creek D.I.
1

City of Reidsville High Priority Lines
Attachment A for Condition V (4)
# Description Manhole ID HPL Type Material Date Comment
17 Forsyth Street K11-1(2) Aerial/Creek D.I.
18 Way Street K11-3 Creek Clay
19 Woodrow St. 1 I11-66-110-51 Aerial/Creek D.I.
20 Woodrow St. 2 110-43 Aerial/Creek Cast
21 Fernwood Avenue F9-31 Aerial D.I.
22 N. Scales St. 1039 F10-21 Aerial D.I.
23 Fox Hunt Lane 1 F8-10-F8-11 Aerial D.I.
24 Fox Hunt Lane 2 F8-12 Aerial D.I.
25 Wentworth St. Pump Station G8-5 Aerial/Creek D.I.
26 Wentworth Street, 1 G8-17-G8-18 Aerial/Creek D.I.
27 Wentworth Street, 2 F8-5 Aerial/Creek D.I.
28 Salem Church, Part 1 Creek/F.M. D.I.
29 Salem Church, Part 1-2 Creek/F.M. D.I.
30 Salem Church, Part 2 Creek/F.M. D.I.
31 Freeway Drive G9-22 Aerial/Creek D.I.
32 Circle Drive 1 G9-41-G9-43 Aerial/Creek D.I.
2

e , City of Reidsville High Priority Lines
Attachment A for Condition V (4)
# Description Manhole ID HPL Type Material Date Comment
33 Moore G9-52 Aerial/Creek D.I.
34 Hart Street G9-58 Aerial D.I.
35 Fulton Street H9-4 Creek D.I.
36 Fulton Street H9-6 Aerial/Creek D.I.
37 Gibbs Drive H8-32 Aerial D.I.
38 Terry Street, 1 G9-62 Aerial Cast
39 Terry Street, 2 G10-63 Aerial D.I.
40 Terry Street, 3 G10-62 Creek D.I.
41 Poag Street 18-26 Aerial D.I.
42 Beech Street 19-50 Aerial D.I.
43 Crescent Drive 19-58 Aerial D.I.
44 Woodleigh Circle J8-55 Creek Clay
45 Vance Street Extension 1 J7-23 Aerial/Creek D.I.
46 Vance Street Extension 2 J7-40 Aerial D.I.
47 Sherwood Drive, 1 K7-6 Aerial/Creek D.I.
48 Sherwood Drive, 2 K8-2 Aerial/Creek D.I.
3

r City of Reidsville High Priority Lines
Attachment A for Condition V (4)
# Description Manhole ID HPL Type Material Date Comment
49 Sherwood Drive, 3 K8-59 Aerail/Creek D.I.
50 Green Street J9-49 Aerial/Creek D.I.
51 St. James K8-19A Creek D.I.
52 Avon Court K8-21 Aerial/Creek D.I.
53 Richardson Dr., 1 K9-14 Aerial/Creek D.I.
54 Richardson Dr., 2 K8-16 Creek D.I.
55 Richardson Dr (1441) K9-22-K9-30 Aerial/Creek D.I.
56 Hawthorne Avenue K7-14 Aerial/Creek D.I.
1 57 Ridgewood Avenue K7-36 Aerial/Creek D.I.
58 Watlington Drive L10-11 Aerial Cast
59 South Park Drive 1 L9-11 Creek D.I.
60 South Park Drive 2 L9-22 Creek D.I.
61 Pine Hill L9-26 Creek Clay
62 Trentwood K9-52 Creek Clay
63 Belmont Drive 1 L8-73 Aerial/Creek D.I.
64 Benton Court L8-64 Aerial D.I.
4

f City of Reidsville High Priority Lines
Attachment A for Condition V (4)
# Description Manhole ID HPL Type Material Date Comment
65 Downing Court M9-10 Aerial/Creek D.I.
66 Frazier Lane M9-20 Aerial/Creek D.I.
67 Lemar Drive M9-19 Creek Clay
68 Industrial Drive 1 L10-47 Aerial/Creek D.I.
69 Industrial Drive 2 M11--7 Aerial/Creek D.I.
70 WWTP-NE &N M11-30 Aerial/Creek D.I.
71 Equity Drive M12-10 Aerial D.I.
72 Watlington Industrial Drive 1 M11-16 Aerial D.I.
73 Watlington Industrial Drive 2 N12-2 Aerial D.I.
74 Watlington Industrial Drive 3 N12-11 Aerial D.I.
75 WWTP-SW 1
N11-6 Aerial/Creek D.I.
76 Sands Road 1 Creek D.I.
77 Sands Road 2 N11-15 Creek D.I.
78 Forest Drive 1 07-13 Creek PVC
79 Forest Drive 2 Creek PVC
80 Linden Drive P6-14 Creek PVC
5

t City of Reidsville High Priority Lines
Attachment A for Condition V (4)
# Description Manhole ID HPL Type Material Date Comment
81 Grooms Road 1 M14-15 Creek D.I.
82 Grooms Road 2 M14-16 Creek Clay
83 Rockingham Drive N13-6A Aerial/Creek D.I.
84 Melrose J9-6 Aerial D.I.
85 Food Lion NC14) F10-80 Creek D.I.
86 Wilson Rd., 1 F10-72 Creek D.I.
87 Wilson Rd., 2 F10-62 Creek D.I.
88 Wilson Rd., 3 F10-57 Arial/Creek D.I.
89 Salem Church III, 1 Creek D.I.
90 Salem Church III, 2 Creek D.I.
91 Gibbs Rd., 1 H6-3 Creek D.I.
92 Gibbs Rd., 2 H6-12 Creek D.I.
93 Parkland, 1 H6-13 Creek D.I.
94 Parkland, 2 G6-5 Creek D.I.
95 Lee Circle Aerial D.I.
96 Redd St. Aerial/Creek D.I.
6

/� A LI,Yheh�
A for CoCohcA:4-i0n ( 4)
Sewer Collection System 2021-2022 2022-2023 Difference % Diff
Account Number Account Description Approved Request Req vs. Approved Req vs. Approved
62-7131-1200 SALARIES $ 216,400.00 $ 235,200.00 $ 18,800.00 8.69%
62-7131-1202 OVERTIME SALARIES $ 12,000.00 $ 12,000.00 $ - 0.00%
62-7131-1205 PERFORMANCE PAY $ - $ - $ - #DIV/0!
62-7131-1810 FICA $ 17,650.00 $ 18,200.00 $ 550.00 3.12%
62-7131-1820 RETIREMENT $ 26,150.00 $ 29,700.00 $ 3,550.00 13.58%
62-7131-1821 401-K CONTRIBUTION $ 10,650.00 $ 11,800.00 $ 1,150.00 10.80%
62-7131-1830 GROUP HEALTH $ 69,000.00 $ 68,100.00 $ (900.00) -1.30%
62-7131-1831 RETIREE INSURANCE $ 6,600.00 $ 6,600.00 #DIV/0!
62-7131-1850 UNEMPLOYMENT TAX $ 100.00 $ 100.00 $ - 0.00%
62-7131-1860 WORKER'S COMPENSATION $ 6,200.00 $ 6,200.00 $ - 0.00%
62-7131-1911 ENGINEERING MASTER PLAN $ - $ - $ - #DIV/0!
62-7131-1912 PROFESSIONAL SERVICES $ - $ - $ - #DIV/0!
62-7131-2100 SUPPLIES $ 9,000.00 $ 9,000.00 $ - 0.00%
62-7131-2120 OSHA UNIFORMS $ 3,500.00 $ 4,800.00 $ 1,300.00 37.14%
62-7131-2510 FUEL $ 20,000.00 $ 27,000.00 $ 7,000.00 35.00%
62-7131-3110 TRAINING $ 3,200.00 $ 3,200.00 $ - 0.00%
62-7131-3210 TELEPHONE $ 1,000.00 $ 1,000.00 $ - 0.00%
62-7131-3512 M & R - PUMP STATIONS $ 40,000.00 $ 40,000.00 $ - 0.00%
62-7131-3520 M & R - EQUIPMENT $ 47,000.00 $ 47,000.00 $ - 0.00%
62-7131-3550 M&R - LINES $ - $ - $ - #DIV/0!
62-7131-3590 M & R - RADIOS $ 1,000.00 $ (1,000.00) -100.00%
62-7131-3700 ADVERTISING $ 1,000.00 $ 1,000.00 $ - 0.00%
62-7131-4402 MOWING $ 4,000.00 $ 4,300.00 $ 300.00 7.50%
62-7131-4500 INSURANCE & BONDS $ 11,000.00 $ 11,000.00 $ - 0.00%
62-7131-4911 DUES, PERMITS, FEES $ 6,400.00 $ 6,400.00 $ - 0.00%
62-7131-5400 CONTRACT LEASE PURCHASE $ - $ - $ - #DIV/0!
62-7131-5500 CAPITAL EQUIPMENT $ 141,400.00 $ - $ (141,400.00) -100.00%
62-7131-5800 CAPITAL IMPROVEMENTS - - #DIV/0!
62-7131-7100 DEBT PRINCIPAL $ 82,400.00 $ 84,800.00 $ 2,400.00 2.91%
62-7131-7200 DEBT INTEREST $ 37,500.00 $ 35,000.00 $ (2,500.00) -6.67%
62-7131-9510 INVENTORY $ 18,000.00 $ 18,000.00 $ - 0.00%
$ 784,550.00 $ 680,400.00 $ (104,150.00) -13.28%

w
Key Account Name 1 Status Type Fund 1 Original Budget udget Adjustmen Current Budget Activity Encumbrances Reserves ;Budget Remalnin Pending Budget Available Ending Balance
6271311200 62-7131-1200 SALARIES ulActive Expense 62 j 258500 0 25.8509 Q 0 Q 258500 4 258549 0
6271311202 62-7131-1202 OVERTIME SA Active Expense 62 I 12Q4_Q a 1.200.0 Q 0 9 12000I Q 12Q4.4 0
6271311205 62-7131-1205 PERFORMANCEIActive Expense 62 0 Q 4_ Q 0 01 0 Q 0 0
6271311260 62-7131-1260 PART-TIME SA Active Expense 62 I 4 4 4 4 Q 40 Q Q 4 4
6271311810 62-7131-1810 FICA Active Expense 62 20904 4 24940 4 0 4t 24000 a 20944 a
6271311820 62-7131-1820 RETIREMENT Active Expense 62 3.600 4 3250Q 4 0 4 32000 0 32600 0
6271311821 62-7131-1821 401-KCONTRIB Active Expense 62 134Q0 0 INN 4 4t 13000 4 INN
6271311830 62-7131-1830 GROUP HEALT Active Expense 62 68100 0 68109 9 4 0I G81Q0I Q 081.00i 0
6271311831 62-7131-1831 RETIREES HEA Active Expense 62 64.09 4 6.600 Q Q 01 6444 9 GM 4
6271311850 62-7131-1850 UNEMPLOYMEN Active Expense 62 199 0 .1.00 0 0 0 100 0 14.Q 4
6271311860 62-7131-1860 WORKERS COActive Expense 62 6244 4 6209 4 9 Q 6200 a 6249 0
6271311910 62-7131-1910 ENGINEERING-Active Expense 62 .Q Q a Q a 01 0 4 Q a
6271311911 62-7131-1911 ENGINEERING-Active Expense 62 Q 0 a a 0 01 0 Q 4 Q
6271311912 62-7131-1912 PROFESSIONAL Active Expense 62 0 Q 4l Q a 4) a a 9 0
6271312100 62-7131-2100 SUPPLIES Active Expense 62 9000 0 9044 -5455 0. 01 9545.5 0 9545.5 c54.5,5
6271312120 62-7131-2120 UNIFORMS&C Active Expense 62 j 480.Q 0 4800 76:02 0 0 4723.98 0 4123 9.6 76.02
6271312510 62-7131-2510 AUTO SUPPLIE-.Active Expense 62 27000 0 270091 0 0 .0. 279.00 Q 27.040 0
6271312600 62-7131-2600 SUPPLIES Active Expense 62 0 4 Q ol Q al 0 a a 0
6271312698 62-7131-2698 IYl.9TIJ9 IS.Y;}:• •e 4 01111111111.3 OI— 0 a 4 0 a 9
6271312699 62-7131-2699 IT SUPPLIES ',Active Expense 62 Q 0 9 0 Q 0 a 0 ol 0
6271313110 62-7131-3110 TRAVEL/TRAIN Active Expense 62 3204 0 32Q0 0 4 4 3200 4 3.240 0
6271313210 62-7131-3210 TELEPHONE lActive Expense 62 1Q00 0 1.040 0 0 0 NO 0 1000 Q
6271313512 62-7131-3512 M&R PUMP STA1Active Expense 62 45050 4 49400 0 0 01 44044 0 40090 4
6271313520 62-7131-3520 M&R-EQUIPM Active Expense 62 41940 0 470001 0 71013 01 46713.17 0 0263,57 0
®i M&R-LINES Active Expense 62 0 11111111111111M 0l_ 0 0 01 Q a 4 a
6271313590 62-7131-3590 M&R-RADIOS'Active Expense 62 0 0 4 4 0 4 4 0 0 4
6271313700 62-7131-3700 ADVERTISING Active Expense _62 1000 0 MN Q 0 0 1000 Q .1.Q0Q 4
6271314402 62-7131-4402 MOWING Active Expense 62 4349 4 4304 4 4 0 4340 0 4340 4
6271314500 62-7131-4500 INSURANCE&B Active Expense 62 11004 0 11040 4 4 0 11400 0 11404 4
6271314910 62-7131-4910 DUES,PERMITSjActive Expense 62 0 0 0 Q Q 41 4 0 4 0
6271314911 62-7131-4911 DUESSUBSCR111Active Expense 62 6400 0 6404 0 0 01 0_00 4 6404 0
6271315000 62-7131-5000 DEVELOPER REEInactive Expense 62 Q 0 4 0 0 0i 0 0 0 0
6271315400 62-7131-5400 CONTRACT LEAI Active Expense 62 0 0 4 0 4 Q! Q 0 a a
6271315500 62-7131-5500 CAPITAL EQUIPi{Active Expense 62 a o Q Q Q ol 4 0 0 0
6271315509 62-7131-5509 CAPITAL EQUIPIIActive Expense 62 0 0 4 4 0 0 0 0 4 a
6271315700 62-7131-5700 CAPITAL IMPR A Inactive Expense 62 0 0 Q 4 0 4 0 Q 4 a
6271315800 62-7131-5800 CAPITAL IMPRO Active Expense 62 0 0 4 Q 0 .Q 0 0 Q Q
6271315801 62-7131-5801 TRANS TO BARE Inactive Expense 62 0 0 4 a Q a 0 0 4 4
6271315802 62-7131-5802 SEWER IMP HA'Inactive Expense 62 0 4 4 0 0 a .4 0 0 4
6271315803 62-7131-5803 SEWER IMP LON Inactive Expense 62 0 Q 0 0 Q 4 4 0 0
6271315804 62-7131-5804 SEWER IMP REltInactive Expense 62 0 0 0 0 0 Q 0 0 0 0
6271315805 62-7131-5805 SEWER IMPROV Inactive Expense 62 0 9 0 0 4 a a 0 0 0
6271315806 62-7131-5806 IMPROVEMENT Active Expense MIN= 0 4 0 0 0 1111111111MMIIIIMICI Q 0 0
6271315807 62-7131-5807 SEWER LINER•Active Expense 62 Q 4 Q 0 0 0 0 Q 01 0
6271315808 62-7131-5808 SEWER LINE •'Active Expense 62 4 0 Q Q 0 Q Q 4 0! 4
6271315809 62-7131-5809 SEWER LINE H•Active Expense 62 0 0 0 9 0 0 0 4 0 4
6271317100 62-7131-7100 DEBT PRINCIP• Active Expense 62 84609 0 8.4804 0 0 0 .848.40 4 84690 Q
6271317200 62-7131-7200 DEBT INTERES Active Expense 62 35049 9 35990 0 0 Q 35000 0 35.000 0
6271317510 62-7131-7510 DEBT FEES 'Active Expense 62 9 0 Q 9 Q 0 0 0 Q Q
6271319510 62-7131-9510 INVENTORY ,Active Expense 62 1.8000 Q 18000 4 0 0t 18449 0 .18000 a
6271319911 62-7131-9911 BUDGETARY RN Inactive Expense 62 0 0 4 0 0 0 0 Q 0 0
6271319951 62-7131-9951 BOND AMORTIZJ Active Expense 62 0 0 0 a 0 0 Q 4 Q Q
I 709,600.001 0.001 709,600.001 -469.481 716.131 0.001 709,353.351 0.001 709,353.351 -469.48

c,hrAeii 13 for CO3-)d 4 V(6)
City of Reidsville Sewer System 5 year Capital Improvement Plan
Project Name Base Year Cost 22-23 23-24 24-25 25-26 26-27 27-28
Laster Pump Station Replacement $368,000 $368,000
O/F from Richardson Drive to Snead St $1,379,700 $1,448,685
Repair 15"Sewer under Freeway Dr $803,250 $885,583
O/F to Johnson St PS incl Grace St and Lee Crl $337,700 $390,930
O/F from Poag St.to Freeway Dr $932,850 $1,079,890
Replace N/W Market from Settle St to Harrison St $582,525 $708,063
Upgrade Vance St/Lindsey St/Wyatt St(6"to 8") $300,375 $365,108
Upgrade South Main St/Boyd St/Silver St(6"to 8") $359,775 $459,174
Conflict at 1830 Scales St $148,500 $189,528
Conflict with 327 Pinedale Rd $91,800 $117,163
Conflict at 830&902 Summit Ave $160,650 $205,035
Conflict at 487 and 485 Washington Ave $106,650 $136,115
Total Cost(Base Year) $5,203,775 $368,000 $1,448,685 $885,583 $1,470,820 $1,073,170 $1,107,015
Grand Total $5,985,274
IIII

Jz. ►or\ VT o
QLSPGnSe A(4;0 P►c,n
City of Reidsville — Public Works
Standard Operating Procedures
Name of Procedure: Division:
Sanitary Sewer Spill/Overflow Response Public Services
Number: Revision: Effective Date Revised: Pages:
2 Au lust 13,2013 5
Prepared by: Approve b =a
Lindsey Tuttle
1.0 Purpose
This procedure details necessary response actions for sanitary sewer overflows
and spills within the City of Reidsville.
2.0 Responsibility
The Water/sewer Division of the Public Services Department is responsible but
not limited to responding to sanitary sewer spills and overflows. Response is to be
within 2 hours of notice. Revised 9/18/13
3.0 Procedure/Rule
3.1 Sanitary Sewer Spill/Overflow Response for Public Incidents
1. Notification and Investigation
a. As calls are received,the dispatcher records the information
and forwards the details to the supervisor on duty.
Immediately upon notification of an incident,the supervisor
will designate individuals to be sent to the location for
investigative purposes.
b. The first determination to make is whether the overflow is
caused by a public or private line stoppage. Incidents that
occur on private property will be subject to different response
procedures. (Refer to 3.2)
c. The second determination to make is whether the overflow is
contained or non-contained. Contained is defined as an
overflow that does not enter a drainage ditch, drain pipe, creek,
stream, or body of water. Non-contained is defined as an
overflow that is able to enter a drainage ditch, drain pipe,
creek, stream, or body of water. Non-contained incidents
receive top priority designation due to their increased
probability of endangering human and environmental health.
d. After the prior assessments are made, evaluation of the
following factors will commence: cause of incident, immediate
corrective measures required, and containment and clean-up
procedures to be enacted. In response to these determinations,
any additional personnel and equipment that are needed will be
mobilized and corrective measures will be initiated.
1

� I
2. Cleanup
a. In any incident,the first priority is to isolate the overflow
through containment measures. In some instances, such as a
main blockage,the cause of the problem should also be
eliminated. The procedures are then to be done
simultaneously. Once the blockages are removed and
containment is achieved, any excess sewer will be pumped
back into the system.
b. If an overflow occurs at a pump station,the first step is to
contact the pump station maintenance supervisor to correct the
problem and start the pumps. Contained overflow will then be
pumped back into the collection system or collected through
the use of a vactor truck.
c. When the overflow situation is in a controlled state, cleanup
will commence. Cleanup surrounds the elimination of all
visible overflow materials, including water and solids. When
completed,the area should be sanitized and/or flushed as
necessary to eliminate any health or pollution threats.
d. As required, after cleanup, grass seed and straw may be applied
for cosmetic purposes and to prevent erosion. The area should
be monitored and/or tested as long as necessary to validate
effectiveness of cleanup efforts.
e. Sewer backups/flood damage in homes or businesses should be
evaluated according to the severity of the incident. Flood
damage should be reported to the superintendent. The
superintendent is to report such to the assistant city manager
for the issuance of an insurance claim form if applicable.
3. Documentation
a. Once cleanup and safety measures have been attained,the
supervisor should complete the required response form and
notify the Public Services Division Office Staff of the details.
This information is recorded and logged for reference.
b. In instances of spills of 1,000 gallons or more contained or any
amount non-contained,the staff should report to the North
Carolina Division of Water Quality Winston-Salem Regional
Office, at telephone number(336) 776-9800 as soon as
possible,but in no case more than 24 hours following the
occurrence or first knowledge of occurrence of the incident.
Revised 8-13-15 .02-
c. Overflows and spills occurring outside of normal business
hours may also be reported to the Division's Emergency
Response personnel at telephone number(800) 858-0368.
2

d. A Spill Response Form must be filed within five working days
following first knowledge of the occurrence. This report
outlines the actions taken or proposed to ensure that the
problem does not recur.
e. For all non-contained incidents exceeding 1,000 gallons, a
press release will be prepared by the Public Works Director
and faxed to all major electronic and print news media outlets
within the Reidsville area.
f. For non-contained incidents exceeding 15,000 gallons, a public
notice will be issued in conjunction with a press release by the
Public Works Director. The public notice will be placed in a
newspaper with general circulation in the county in which the
discharge occurred and the county immediately downstream.
g. For non-contained incidents exceeding 1,000 gallons,the State
Division of Water Quality Regional Office should be notified
to determine additional public notice that may be required.
3.2 Sanitary Sewer Spill/Overflow Response for Private Incidents
1. Notification and Investigation
a. All calls are received and logged by the Dispatcher,noting
exact time, location, complaint, and contact information.
b. It is the responsibility of the Supervisor, Superintendent, or
their designee to determine if the sewer is on private property
or city owned property.
c. Upon notification of a private sanitary sewer overflow,the
Dispatcher will be informed of the volume per gallons and if
the spill is professed to be contained or non-contained. This
data controls who is to be notified and to what extent.
d. The Dispatcher should then attempt to make contact with a
representative of the "location" of this private sewer overflow
in question by obtaining a contact name and number. This
information may be kept on file, as is the case for all private lift
stations, or may be checked in other sources such as the phone
book,the City Business Directory, and data from the City
computer system. Any and all information that is found will be
utilized to complete this contact. Multiple attempts are to be
made,regardless of busy signals or unavailable individuals.
3

e. Request for emergency assistance should be based upon an on-
site investigation. If the spill is contained or unthreatening to
the surface water system,the City is not required to be
involved.
1. If, for any other reasons,the City is requested to respond,
crews should determine if the spill can be contained or stopped
and take such action prior to any other work. City personnel
should rectify the situation and bill the private party
accordingly. City of Reidsville Plumbing Inspections at 349-
1065 should be notified if private overflow is not handled
properly by the private party and enforcement action will as a
result be taken to resolve the issue.
2. Documentation
a. Upon providing aid as requested by the proper authority, our
crews are mandated to keep an accurate and precise record of
all materials,vehicles, and individuals that were called out to
work on this incident. The responsible owner, citizen, or party
is to be charged for any work performed. All records,forms,
and charges are to be turned in the next business day to the
Superintendent of the public services department.
b. Once the private overflow has been completely resolved and
handled, the field personnel in charge is required to complete
the appropriate standard overflow forms and submit them
directly to the dispatcher on duty. All information and data
received by the dispatcher is the sole responsibility of the field
personnel.
c. Contained spills that reach a quantity of 1,000 gallons and all
non-contained spills are required to be reported to the State of
North Carolina Division of Water Quality.
4.0 Training and Knowledge
4.1 Ability to read and interpret water and sewer maps
4.2 Knowledge of Safety Equipment and Traffic Control
4.3 Knowledge of Reidsville's Sanitary Sewer Collection System
4.4 Knowledge of the Vactor, Sewer Tape ,and other sewer equipment
4.5 Knowledge of T.V. Inspection equipment
5.0 Equipment
1. Combination Truck
2. Flusher Truck
3. Sewer Tape
4. Electric Rodder
5. Sewer Camera
6. Signs,Cones and PPE
4

EMERGENCY RESPONSE PLAN
Sewer Pump Station Catastrophic Failure
Item Description Comment Check
1 Call Billingsley Septic Tanker Trucks O
2 Check the station to determine the problem 0
3 Call Plant Maintenance Supervisor 0
4 Call Water and Sewer Supervisor 0
5 Call Public Services Superintendent and Public Works Director 0
6 Call Duke Power of power is out and give Station ID Number 0
7 Call generator company if generator needs repair O
8 If an overflow occurs,keep up with time and gallons for reporting 0
9 If an emergency portable pump is needed,call MSP Rents 0
10 If control panel needs repair,call electrical contractor 0
Station Name: Winstead Address: 724 WINSTEAD ST,PUMP Account: 2029769
Contact Organization Name Telephone Mobile Contact Organization Name Telephone Mobile
Public Works Director City of Reidsville Josh Beck [phone] [phone] Covington Power Services Generator Repair [phone]
Water and Sewer Supervisor City of Reidsville Robert Stowe [phone] 336394-2612 Palmer Generator Generator Repair 336-270-4824 336-693-1221
Plant Maintenance Supervisor City of Reidsville Ricky Fain [phone] [phone] Heyward Inc Valve Repair 704-583-2305 704-591-1234
Public Services Superintendent City of Reidsville Lindsey Tuttle 336-432-3907 Heyward Inc Pump Repair 704-583-2305
Clayton's Electric Motor Repair Electrical Repair Office [phone] TenCarva Pump Repair Frank Lucious 1-800-849-5764
Clayton's Electric Motor Repair Electrical Repair Kent [phone] Charles Underwood,Inc Pump Repair 1-800-729-2463
Clayton's Electric Motor Repair Electrical Repair Jay 336263-1215 MSP Pump Rental [phone]
Adams Electric Electrical Repair Adams Electric [phone] Sunbelt Pump Rental Nate Garrison [phone]
Kenco Electric Company Electrical Repair Office [phone] Willie Carnford Pump Rental [phone]
Kenco Electric Company Electrical Repair Bobby Mills [phone] Willie Carnford Pump Rental [phone]
State Electric Electrical Repair Ted Butler 336-516-4316 Carolina Technical Services SCADA Repair [phone]
Nixon Power Services Electrical Repair Harold Hillard [phone] Billingsley Septic Tank Service Septic Haulers 616-7301 613-2444
Adams Electric Electrical Repair Office [phone] Triad Septic Tank Service Septic Haulers [phone]
Carolina Tractor(CAT) Generator Repair [phone] x2035 Duke Power Electric Power 1-800-800-7765
Piedmont Generators Generator Repair [phone]

City of Reidsville Sewer Spill Response Plan
Emergency Contractor List
g Y
Pump Trucks:
Billingsly Septic Tank Office - 342-0608
Wayne's Cell - 336-613-2444
Plumbers:
Billingsly Plumbing Office — 349-4203
Robert's - Cell — 336-451-6505
Tim's Cell - 336-451-1576
Hall Well & Plumbing Office — 342-1386
Electricians:
Jerry Paschal Cell — 336-344-2782
Billy Holland Cell — 382-6606
Utility Contractors:
Citty Plumbing, Steve Citty - 347-7522
Sam Smith Office — 623-9151
Misc:
Ricky Loye Cell — 336-613-9972

City of Reidsville Collection System
Contingency Plan
Emergency Contractor List
Pump Trucks:
Billingsly Septic Tank Office - 342-0608
Wayne's Cell - 336-613-2444
Plumbers:
Billingsly Plumbing Office — 349-4203
Robert's - Cell — 336-451-6505
Tim's Cell - 336-451-1576
Hall Well & Plumbing Office — 342-1386
Electricians:
Jerry Paschal Cell — 336-344-2782
Billy Holland Cell — 382-6606
Utility Contractors:
Citty Plumbing, Steve Citty - 347-7522
Sam Smith Office — 623-9151
Misc:
Ricky Loye Cell — 336-613-9972

Emergency Contact List
Section Name Job Cell Office Home Fax Alternate
Engineering Moran,Steve City Engineer 336-344-5907 336-349-1047 N/A 336-347-2355
Vaughn,Richard Civil Engineer 336-207-0268 336-347-2316 N/A 336-347-2355
Fleet Maintenance Daniel Evans Superintendent _ 336-280-8291 336-349-1078 N/A 336-634-1738
Bray,Julie Administrative 336-432-8668 336-349-1071 N/A 336-634-1738
Public Services Tuttle,Lindsey Public Services Superintendent 336-432-3907 336-349-1077 336-634-1738
Fain,James Ricky Mechanic III 336-637-6822 336-349-1106 336-342-9278 336-634-1738
Farris,Tim Chief Plant Mechanic 336-932-4581 336-349-1106 N/A 336-349-1008
Ben Sawyers FOG/BFCC Technician 336-520-7530 _ 336-349-1266 336-634-1738
Lovelace,Gary Street Supervisor 336-344-0236 336-349-1073 336-342-4950 336-634-1738
Farmer,Steven Parks Maintenance Supervisor 336-587-1957 336-349-1094 N/A 336-634-1738
Stowe,Robert Utilities Supervisor 336-394-2612 336-349-1076 336-573-7046 336-634-1738
Yount,Danny Crew Leader(Traffic Control) 336-432-7957 336-349-1070 336-342-5795 336-634-1738
Public Works Josh Beck PW Director 336-520-5223 336-349-1042 N/A 336-634-1738 336-420-4870
Crider,Jessica PW Operations Assistant 336-549-7222 336-349-1070 N/A 336-634-1738
Solid Waste French,Gary Solid Waste Superintendent 336-520-2418 336-349-1074 N/A 336-634-1738
Chambers,Dale Solid Waste Supervisor 336-669-5006 336-349-1075 N/A 336-634-1738
Wastewater Treatment Scott Bryan WWTP Superintendent 704-437-1591 336-349-1102 N/A 336-349-1008 336-612-2188
Larry Coe Laboratory Supervisor 860 490 8575 336-349-1101 336-349-1008
WWTP Operator 336-349-1100 336-349-1008
Ralph Potter Pretreatment Coordinator 336-347-2837 336-347-2310 NA 336-349-1008
Water Supply Slaughter,Blake WTP-Superintendent 336-394-3706 336-342-4001 336-349-2880
Hawley,Boyd Chief Operator 336-263-6001 336-349-1021 336-349-2880
On-Shift WTP Operator WTP Operator 336-637-6807 336-342-4002 N/A 336-349-2880
Updated 10/7/2022
10/19/2022

CITY OF REIDSVILLE
PUBLIC WORKS CALL BACK LIST
CALL BACK GUIDELINES:
For all emergencies get name, phone number, and location of complaint.
1. Call First Man contact number.
2. If no Answer, Call Second Man contact number.
3. If no contact is made after 15 minutes, call Lindsey Tuttle @ 432-3907.
4. You can also refer to the Public Works phone number list for additional
numbers.
Email list to Rockingham Co. Communications do Jason Wood at
[e-mail]
NEVER GIVE PHONE NUMBERS TO THE PUBLIC.
DATE FIRST MAN CONTACT SECOND MAN CONTACT
# #
6/6 Will Toms 932-1297 Stephen Schumborg 932-1659
6/13 Phillip Turner 932-1297 Joshua Domina 932-1659
3/20 Larry Hanks 932-1297 Shaun Boyd 932-1659
6/27 Dean Isley 932-1297 Harvey Yarbrough 932-1659
7/4 Terry Nunnally 932-1297 Gary Lovelace 932-1659
7/11 Wayne Hanks 932-1297 Danny Yount 932-1659
7/18 Earl Roberts 932-1297 James Mitchell 932-1659
7/25 Steven Fanner 932-1297 Caleb Walker 932-1659
8/1 Bruce Denny 932-1297 Steve Griffin 932-1659
8/8 Larry Rhymer 932-1297 Greg Humphrey 932-1659
8/15 Toy Watson 932-1297 Jeremy Kessler 932-1659
8/22 Stephen Schumborg 932-1297 Will Toms 932-1659
8/29 Joshua Domina 932-1297 Phillip Turner 932-1659
9/5 Shaun Boyd 932-1297 Larry Hanks 932-1659
9/12 Harvey Yarbrough 932-1297 Dean Isley 932-1659
9/19 Gary Lovelace 932-1297 Terry Nunnally 932-1659
9/26 Danny Yount 932-1297 Wayne Hanks 932-1659
10/3 James Mitchell 932-1297 Earl Roberts 932-1659
10/10 Caleb Walker 932-1297 Steven Farmer 932-1659
10/17 Steve Griffin 932-1297 Bruce Denny 932-1659
10/24 Greg Humphrey 932-1297 Larry Rhymer 932-1659
10/31 Jeremy Kessler 932-1297 Toy Watson 932-1659
11/7 932-1297 932-1659
11/14 932-1297 932-1659
11/21 932-1297 932-1659
11/28
12/5

CITY OF REIDSVILLE
PUBLIC WORKS CALL BACK LIST
CALL BACK GUIDELINES:
For all emergencies get name, phone number, and location of complaint.
1. Call First Man contact number.
2. If no Answer, Call Second Man contact number.
3. If no contact is made after 15 minutes, call Lindsey Tuttle @ 432-3907.
4. You can also refer to the Public Works phone number list for additional
numbers.
Email list to Rockingham Co. Communications do Jason Wood at
[e-mail]
NEVER GIVE PHONE NUMBERS TO THE PUBLIC.
DATE FIRST MAN CONTACT SECOND MAN CONTACT
# #
11/7 Will Toms 932-1297 Stephen Schumborg 932-1659
11/14 Phillip Turner 932-1297 Joshua Domina 932-1659
11/21 Larry Hanks 932-1297 Shaun Boyd 932-1659
11/28 Dean Isley 932-1297 Harvey Yarbrough 932-1659
12/5 Terry Nunnally 932-1297 Gary Lovelace 932-1659
12/12 Wayne Hanks 932-1297 Danny Yount 932-1659
12/19 Earl Roberts 932-1297 James Mitchell 932-1659
12/26 Steven Farmer 932-1297 Caleb Walker 932-1659
1/2 Bruce Denny 932-1297 Steve Griffin 932-1659
1/9 Larry Rhymer 932-1297 Greg Humphrey 932-1659
1/16 Toy Watson 932-1297 Jeremy Kessler 932-1659
1/23 Stephen Schumborg 932-1297 Will Toms 932-1659
1/30 Joshua Domina 932-1297 Phillip Turner 932-1659
2/6 Shaun Boyd 932-1297 Larry Hanks 932-1659
2/13 Harvey Yarbrough 932-1297 Dean Isley 932-1659
2/20 Gary Lovelace 932-1297 Terry Nunnally 932-1659
2/27 Danny Yount 932-1297 Wayne Hanks 932-1659
3/6 James Mitchell 932-1297 Earl Roberts 932-1659
3/13 Caleb Walker 932-1297 Steven Farmer 932-1659
3/20 Steve Griffin 932-1297 Bruce Denny 932-1659
3/27 Greg Humphrey 932-1297 Larry Rhymer 932-1659
4/3 Jeremy Kessler 932-1297 Toy Watson 932-1659

Public Services Crew List with Phone Numbers
10-4510 Home Cell
Bruce Denny 496-6744
Joshua Domina 552-1923 312-9289
Greg Humphrey 791-3681
Larry Hanks 347-7489
Dean Isley 951-9042
Gary Lovelace 344-0236
Phillip Turner 459-6598
Will Toms 344-1840
Lindsey Tuttle 432-3907
Danny Yount 342-5795 432-7957
10-4740
Toy Watson 552-7801
11-6121
StevenFanner 587-1957
Jeremy Kessler
Terry Nunnally 939-7577 459-7155
61-7114
Harvey Yarbrough 932-9189
Larry Rhymer
Jasper Thomas 342-5470 520-4958
61-7121
Ste,umborg 207-2902
Robert Stowe 573-7046 394-2612
Shaun Boyd 205-887-1215
62-7131
Steve riffrn 951-9893
Wayne Hanks 520-5771
James Mitchell 613-3837
Earl Roberts 573-9345 344-2039
Ricky Fain 637-6822
Hector Ramirez 280-5802
62-7133
Arodi Solis 347-736-3507
Tim Farris 612-5910
Israel Espinoza 314-6299
John Correa 504-230-8676
Benjamin Sawyers 520-7530

f..
EMERGENCY RESPONSE PLAN
Sewer Pump Station Catastrophic Failure
Item Description Comment Check
1 Call Billingsley Septic Tanker Trucks O
2 Check the station to determine the problem O
3 Call Plant Maintenance Supervisor 0
4 Call Water and Sewer Supervisor 0
5 Call Public Services Superintendent and Public Works Director 0
6 Call Duke Power of power is out and give Station ID Number 0
7 Call generator company if generator needs repair O
8 If an overflow occurs,keep up with time and gallons for reporting 0
9 If an emergency portable pump is needed,call MSP Rents 0
10 If control panel needs repair,call electrical contractor 0
Station Name: Ashcroft Address: 11311 WINTERBERRY DR Account: 2029819
Contact Organization Name Telephone Mobile Contact Organization Name Telephone Mobile
Public Works Director City of Reidsville Kevin Eason,PE [phone] [phone] Covington Power Services Generator Repair [phone]
Water and Sewer Supervisor City of Reidsville Clint Lawrence [phone] 336394-2612 Palmer Generator Generator Repair 336-270-4824 336-693-1221
Plant Maintenance Supervisor City of Reidsville Ricky Fain [phone] [phone] Heyward Inc Valve Repair 704-583-2305 704-591-1234
Public Services Superintendent City of Reidsville Lindsey Tuttle 336-432-3907 Heyward Inc Pump Repair 704-583-2305
Clayton's Electric Motor Repair Electrical Repair Office [phone] TenCarva Pump Repair 1-800-849-5764
Clayton's Electric Motor Repair Electrical Repair Kent [phone] Charles Underwood,Inc Pump Repair 1-800-729-2463
Clayton's Electric Motor Repair Electrical Repair Jay 336263-1215 MSP Pump Rental [phone]
Adams Electric Electrical Repair Adams Electric [phone] Sunbelt Pump Rental Nate Garrison [phone]
Kenco Electric Company Electrical Repair Office [phone] Willie Carnford Pump Rental [phone]
Kenco Electric Company Electrical Repair Bobby Mills [phone] Willie Carnford Pump Rental [phone]
State Electric Electrical Repair Ted Butler 336-516-4316 Carolina Technical Services SCADA Repair [phone]
Nixon Power Services Electrical Repair Harold Hillard [phone] Billingsley Septic Tank Service Septic Haulers 616-7301 613-2444
Adams Electric Electrical Repair Office [phone] Triad Septic Tank Service Septic Haulers [phone]
Carolina Tractor(CAT) Generator Repair [phone] x2035 Duke Power Electric Power 1-800-800-7765
Piedmont Generators Generator Repair [phone]