WQCS00011_Renewal (Application)_20210223

ROCKY MOUNT
WATER RESOURCES
THE CENTER OF IT ALL RECEIVED
February 12,2021 FB 2 3 2021
Brenton F. Bent NCDEQ/DWR/NPDES
Director of Water Resources
City of Rocky Mount
331 South Franklin Street
Rocky Mount,NC 27804
PERCS Unit Supervisor
Water Quality Permitting Section
1617 Mail Service Center
Raleigh NC,27699
Subject: System-Wide Wastewater Collection System Permit Renewal
City of Rocky Mount. Permit Number; WQCS00001 1
Dear Unit Supervisor,
The city of Rocky Mount is hereby submitting for your review and approval all requested documentation
pertinent to the renewal of the system-wide wastewater collection system permit. Attached to this cover
letter you will find the following documents in their respective order:
• Completed System Wide Wastewater Collection System Application Form(CSA 04-16)
• Description of the organizational structure as required in Section V(1)(Collection System
Administration)
• Signed Delegation of Authority Letter
• Pump Station List
• High Priority Lines List
• Annual Budget for Collection System
• Capital Improvement Budget
• Response Action Plan
• Contingency Plan
• Comprehensive Collection System Map
Please let me know if you have any questions or require any additional information.
Respectfully Submitted,
6W4-
re trS on Bent
Director I Water Resources
(2521972-1121 / 331 S.Franklin St.,PO Box 1180,Rocky Mount,NC 27802-1180 / www.rockymountnc.gov

State of North Carolina
DVVR Department of Environmental Quality
Division of Water Resources
15A NCAC 02T.0400-SYSTEM-WIDE WASTERWATER 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 Pretreatment,Emergency Response,&Collection Systems(PERCS)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.
RECEIVED
A. Cover Letter
FEB 23 2021
❑ Submit a cover letter listing all items and attachments included in the permit application package
NCDEQ/DWR/NPDE3
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 1 5A 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 Director's are not authorized to sign this permit application according to the rule
unless they are delegated.
INSTRUCTIONS FOR APPLICATION CSA 04-16&SUPPORTING DOCUMENTATION Page 1 of 5

E. Summary of Attachments Required:
Ca Instruction A: Cover Letter
2 Instruction C: Application
O Instruction C: Ownership Documentation (i.e. CPCN)(If necessary)
E1 Instruction D: Delegation Letter(If necessary for signing official)
® Section IV.3 Pump Station List
6d' Section IV.4 High Priority Lines List
• Section V.4 Annual Budget for Collection System (Updated and Approved)
21 Section V.6 Capital Improvement Plan (Updated and Approved)
2 Section VI.2 Response Action Plan
2 Section VI.4 Contingency Plan
lid' Section VI.6 Comprehensive Collection System Map
O 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
PERCS UNIT
By U.S. Postal Service: By Courier/Special Delivery:
Attn: PERCS Unit Supervisor 512 N.SALISBURY ST.Suite 925
1617 MAIL SERVICE CENTER RALEIGH,NORTH CAROLINA 27604
RALEIGH,NORTH CAROLINA 27699-1617
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 ROCKY MOUNT
2. Facility Information: Name: Rocky Mount Collection System Permit No.: WQCS000011
3. Applicant type: ® Municipal ❑ State ❑ Privately-Owned Public Utility
❑ County ❑Other:
4. Signature authori 's name: DONALD PERRY per 15A NCAC 02T.0106(b)
�SiST 4 r
Title: CITY ENGINEER
5. Applicant's mailing address:331 S. FRANKLIN STREET
City: ROCKY MOUNT State:NC Zip:27802-
6. Applicant's contact information:
Phone number:[phone] Fax number:(_) - Email address: [e-mail]
II. CONTACT/CONSULTANT INFORMATION:
1. Contact Name:BRENTON BENT
2. Title/Affiliation: DIRECTOR OF WATER RESOURCES
3. Contact's mailing address: 331 S.FRANKLIN STREET
4. City: ROCKY MOUNT State:NC Zip:27802-
5. Contact's information:
Phone number:[phone] Fax number:(_)_- Email address: [e-mail]
III. GENERAL REQUIREMENTS:
1. New Permit or Premit Renewal? ❑New ® Renewal
2. County System is located in: EDGECOMBE/NASH County
3. Owner&Name of Wastewater Treatment Facility(ies)receiving wastewater from this collection system:
Owner(s)&Name(s): CITY OF ROCKY MOUNT CITY OF ROCKY MOUNT TREATMENT FACILITY
4. WWTF Permit Number(s): NC0030317
5. What is the wastewater type? 90%Domestic or 10%Industrial(See 15A NCAC 02T.0103(20))
�i Is there a Pretreatment Program in effect?®Yes or❑No
6. Wastewater flow: 14.62 MGD(Current average flow of wastewater generated by collection system)
7. Combined permitted flow of all treatment plants: 21.0 MGD
8. Explain how the wastewater flow was determined: ❑ 15A NCAC 02T.0114 or®Representative Data-PARTIAL FLUME
AT EFFLUENT
9. Population served by the collection system: 80.000
IV. COLLECTION SYSTEM INFORMATION:
APPLICATION CSA 04-16 Page 3 of 5

1. Line Lengths for Collection System:
Sewer Line Description Length
Gravity Sewer 412(miles)
Force Main 24(miles)
Vacuum Sewer 0(miles)
Pressure Sewer 0(miles)
2. Pump Stations for Collection System:
Pump Station Type Number
Simplex Pump Stations(Serving Single Building) 1
Simplex Pump Stations(Serving Multiple Buildings) 0
Duplex Pump Stations 32
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.
2. Indicate the current designated collection system operators for the collection system per 15A NCAC 08G.020I
Main ORC Name: NATHANIEL WILLIAMS Certification Number:989593
Back-Up ORC Name: JASON GLOVER Certification Number: 1001663
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: $5,657,960
4. Submit a copy of your current annual budget.
5. Approximate capital improvement budge for the collection system only: $ 15,000,000
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)
APPLICATION CSA 04-16 Page 4 of 5

Satellite System Contact Information(Name,Address,Phone Number)
TOWN OF NASHVILLE RANDY LANSING-499 S. BARNES STREET NASHVILLE NC 27856
PHONE:[phone]
TOWN OF SHARPSBURG BRIAN SULLIVAN 110 W. RAILROAD STREET SHARPSBURG NC
27878
PHONE:[phone]
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:
Nashville service contract dated 5/13/1985 Expires 8/3/2025
Town of Sharpsburg Sewer Purchase Contract dated 12/6/2016 Expires 12/6/2056
VI. COLLECTION SYSTEM COMPLIANCE:
1. Is a Response Action Plan currently in place®Yes or❑No
2. If Yes,submit a copy of the Response Action Plan or see table 6 below.
3. Is a pump station contingency plan currently in place?®Yes or❑No
4. If Yes,submit a copy of the pump station contingency plan or see table 6 below.
5. Is a comprehensive collection system map currently in place? ®Yes or❑No
6. Submit a submit a copy of the collection system map(CD or hardcopy)or indicate a schedule for completion
7. Thoroughly read and review the System-Wide Collection System Permit Conditions. Typically compliance schedules
are only offered to NEW permit applicants and NOT permit renewals. Any compliance dates must be included within
the permit prior to issuance or the permit holder will be found in violation upon inspection.
Current If no,Indicate a Typical
Permit Condition Compliance Compliance
Compliance? Date Schedule
I(4)—Grease ordinance with legal authority to inspect/enforce ®Yes ❑No 12— 18 mo.
I(5)— Grease inspection and enforcement program ®Yes ❑No 12— 18 mo.
I(6)—Three to five year current Capital Improvement Plan. ®Yes ❑No 12— 18 mo.
I(8)—Pump station contingency plan ® Yes ❑No 3 mo.
I(9)—Pump station identification signs. ® Yes ❑No 3 mo.
I(11)—Functional and conspicuous audible and visual alarms. ®Yes ❑No 3—6 mo.
II(5)—Spare pumps for any station where one pump cannot
handle peak flows alone(in a duplex station,the 2'pump is (ZI Yes ❑No 6—9 mo.
the spare if pump reliability is met).
II(7)—Accessible right-of-ways and easements. ® Yes ❑No 6— 12 mo.
II(9)—Response action plan with Items 9(a—h). ®Yes ❑No 3 mo.
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):
APPLICATION CSA 04-16 Page 5 of 5

VII. APPLICANT'S CERTIFICATION per 15A NCAC 02T.0106(b):
1, 00 Ar (..60 M F(%(AY attest that this application for c vr( or ocloi M Q U,ty
(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.
�� Date: DZ-t 2-2
Signature: — /
APPLICATION CSA 04-16 Page 6 of 5

v-.
/11
ROCKY MOUNT
WATER RESOURCES
THE CENTER OF IT ALL
Section V:Collection System Administration
Provide a brief description of the organizational structure that is responsible for
management, operation and maintenance of the collection system
The collection system has a staff complement of fifteen(15)full time permanent employees to include
Construction Workers,Heavy Equipment Operators,Pump Station Mechanics,Crew Supervisors,
General Supervisor and the Superintendent.The Director of Water Resources is responsible for the
overall financial management,while the Water and Sewer Superintendent and the team noted in the
organizational chart below is responsible for the daily management,operation and maintenance of the
system
Water Resources Director
Brenton Bent
Water&Sewer Superintendent
Nate Williams
Administrative Secretary
Tina Manning
General Supervisor Operations
Jason Glove
Lift Station Collection
Supervisor Supervisor
Barry Griffin Blake Winstead
Construction
Supervisor Crew Supervisor
Jeff Fogleman Blake Fuller
[phone] / 331 S.Franklin St.,PO Box 1180,Rocky Mount,NC 27802-1180 / www.rockymountnc.gov

tt��,�✓V►ew .
1 1
6-0
ROCKY MOUNT
CITY MANAGER'S OFFICE
THE CENTER OF IT ALL
January 14,2021
Rochelle D. Small-Toney
City Manager
City of Rocky Mount
331 South Franklin Street
Rocky Mount,NC 27804
NCDEQ-DWR •
Water Quality Permitting Section
PERCS UNIT
1617 Mail Service Center
Raleigh,NC 27699-1617
Subject: Delegation of Signature Authority
System-Wide Wastewater Collection System Application
System Permit No. WQCS000I I
To Whom It May Concern:
By notice of this letter, I hereby delegate signatory authority to each of the following individuals for all permit
applications,reports,and all other information relating to the operations of the city of Rocky Mount's Wastewater
Collection System as required by all applicable federal, state, and local environmental agencies specifically with
the requirements for signatory authority as specified in 15A NCAC 02T.0106(b),
Donald Perry Brenton F. Bent
City Engineer Director of Water Resources
331 South Franklin Street 331 South Franklin Street
PO Box 1 180 PO Box 1180
Rocky Mount,NC 27802 Rocky Mount,NC 27802
[e-mail] [e-mail]
Office:252-972-1122 Office: 252-972-1299
Mobile: [phone] Mobile: [phone]
If you have any questions regarding this letter,please feel free to contact me at 252-972-1331.
Sincer ly,
.4,72,47
ochelle D. Small-Toney
cc: NC DWR Raleigh Regional Office, Water Quality Permitting Section
[phone] l 331 S_Franklin St-,PO Box i 18o,Rocky Mount,NC 27E2 1180 I www.tockymountnc.gov

IV.3
Number Pump Station Name Physical Location GPS Coordinates Alarm Type Pump Reliability Reliability Source Capacity Of Station(GPM)
1 Arbor Lane 930 Bethlehem Road 35.933238,-77.825407 Audible,Visual and SCADA Yes Permanent Generator 285
0 Belaire 3103 Marshland Drive 35.913470,-77.838543 Audible,Visual and SCADA Yes Permanent Generator 400
32 Bloomer Hill 9819 N US 301 Hwy,Whitakers 36.096090,-77.724865 Audible,Visual and SCADA Yes Permanent Generator 500
Brook Valley 144 N Halifax Road 35.966923,-77.871248 Audible,Visual and SCADA Yes Permanent Generator 1300
CDC 9819 N US 301 36.095437,-77.726139 Audible,Visual and SCADA Yes Permanent Pump 900
Church St 1101 N Church Street 35.957332,-77.790634 Audible,Visual and SCADA Yes Permanent Generator 1800
Cokey Rd 200 Parrish CT 35.921739,-77.782539 Audible,Visual and SCADA Yes Permanent Generator 265
Cooley Rd 107 Cooley Road 35.904449,-77.813283 Audible,Visual and SCADA Yes Permanent Generator 260
Deer Run 9886 NC 97 WEST 35.985240,-77.734738 Audible,Visual and SCADA Yes Permanent Generator 250
Drake 8077 Red Oak Battleboro Road 36.038386,-77.817885 Audible,Visual and SCADA Yes Permanent Generator 200
Edinburg 1100 Irene Lane 35.972178,-77.839650 Audible,Visual and SCADA Yes Permanent Generator 175
Flag Marsh 2809 Shreve Road 35.950823,-77.739164 Audible,Visual and SCADA Yes Permanent Generator 325
Fenner Rd 1699 Fenner Road 35.999880,-77.788273 Audible,Visual and SCADA Yes Portable Generator 280
Gold Rock 7370 NC 4,Battleboro 36.060418,-77.812640 Audible,Visual and SCADA Yes Permanent Generator 300
Greyson Grove 1206 Grove Drive 36.002971,-77.804056 Audible,Visual and SCADA Yes Portable Generator 150
Harper St 1741 Harper Street 35.961202,-77.768783 Audible,Visual and SCADA Yes Permanent Generator 280
Hillsdale 1420 Hillsdale Drive 35.955330,-77.774615 Audible,Visual and SCADA Yes Permanent Generator 200
Johnson St 1101 Johnson Street 35.921655,-77.786511 Audible,Visual and SCADA Yes Permanent Generator 550
Leggett Rd.I 1741 Leggett Road 35.963090,-77.758381 Audible,Visual and SCADA Yes Permanent Generator 110
Leggett Rd.II 2013 Leggett Road 35.964123,-77.749358 Audible,Visual and SCADA Yes Permanent Generator 130
MB Hubbard 7917 Red Oak Battleboro Road 36.038250,-77.821793 Audible,Visual and SCADA Yes Permanent Generator 385
Merita 2681 N Church Street 35.977886,-77.783579 Audible,Visual and SCADA Yes Permanent Generator 1080
Nash Community College 522 N Old Carriage Road(NCC) 35.975572,-77.899147 Audible,Visual and SCADA Yes Permanent Generator 260
Nash Central 4279 Nash Central High Road 35.952639,-77.893160 Audible,Visual and SCADA Yes Permanent Generator 200
Old Mill Rd 800 Old Mill Road 35.944926,-77.835651 _Audible,Visual and SCADA Yes Permanent Generator 680
Sharpsburg 3321 S Wesleyan Blvd.(301 N) 35.876541,-77.823671 Audible,Visual and SCADA Yes Permanent Generator 450
Veterans Ct 130 Veterans Circle 35.948192,-77.775249 Audible,Visual and SCADA Yes Permanent Generator 160
I Village Rights 11754 Johnston Road 36.093787,-77.744598 Audible,Visual and SCADA Yes Permanent Generator 400
Walker Town 5384 N Hathaway St.Battleboro 36.053922,-77.749931 Audible,Visual and SCADA Yes Permanent Generator 220
Walter Drive 212 Walter Drive,Battleboro 36.043382,-77.738045 Audible,Visual and SCADA Yes Permanent Generator 200
Webbs 948 S Wesleyan Blvd.(301 S) 35.926375,-77.831047 Audible,Visual and SCADA Yes Permanent Generator 200
Westry Crossing 729 Daffodil Way 35.963172,-77.891095 Audible,Visual and SCADA Yes Permanent Generator 200

ttachment A for Condition V(4)"
City of Rocky Mount"High Priority"lines
Location Type
MLK PARK-INVERTED SIPHON Aerial
INTERSECTION OF SHEARIN ST&OLIVE ST IN DITCH Aerial
DEADEND OF MATTHEW ST IN DITCH CROSSING TO HOLLY ST Aerial
DEADEND OF SCOTT ST ACROSS DITCH TO PUMP STATION Aerial
IN MLK PARK ONE VIRGINIA ST IN DITCH Aerial
DEADEN°OF SPRINGBROOK DR TO VIRGINIA ST ON BIKE PATH Aerial
RALEIGH ST BEHIND ADVANCED AUTO IN DITCH Aerial
RALEIGH ST BESIDE FAMILY DOLLAR IN DITCH Aerial
BEHIND DOLLAR STORE ON RALEIGH ST ON RIGHT OF WAY Aerial
DEADEND OF CARLTON AVE IN DITCH Aerial
BEHIND 1800 VERNON RD IN DITCH Aerial
BEHIND 852 LINCOLN DRIVE BESIDE FENCE Aerial
BEHIND 724 LINCOLN DR IN DITCH Aerial
SUTTON RD IN DITCH BY OUTFALL AT CABINET SHOP Aerial
SUTTON RD ON RIGHT OF WAY BETWEEN TRANSFORMER AND VANCE ST Aerial
406 KINGSTON AVE-BEHIND HOUSE IN DITCH Aerial
OUTFALL AT END OF AZALEA IN DITCH NEAR HWY 301S Aerial
CLANCY CT ON OUTFALL Aerial
1509 WEST MOUNT DR-BETWEEN BUILDING AND OUTFALL IN DITCH Aerial
HWY 301S AT THE MAPLE CREEK BRIDGE Aerial
INTERSECTION OF MAY DR&HWY 301 S ON OUTFALL IN DITCH Aerial
BEHIND 1738 LAFAYETTE CIR AT THE TAR RIVER POND Aerial
BEHIND 400 WILDWOOD AVE IN EDGE OF TAR RIVER POND Aerial
3220 ZEBULON RD-BEHIND IN STONEY CREEK Aerial
3112 WELLINGTON DR IN DITCH Aerial
S WINSTEAD AVE BESIDE SPRING ARBOR RETIREMENT HOME IN DITCH Aerial
BEHIND 2108 EDINBOROUGH RD IN DITCH Aerial
1201 NOTTINGHAM DR-BESIDE IN DITCH Aerial
3000 BRASSFIELD DR-BEHIND IN DITCH Aerial
121 JONES RD-IN DITCH BEHIND HOUSE Aerial
BEHIND 313 DELANE DR CROSSING STONEY CREEK TO CREEKSIDE DR Aerial
BEHIND 137 CANDLEWOOD DR CROSSING STONEY CREEK TO CREEKSIDE DR Aerial
ENO OF ABBEY RD ON OUTFALL CROSSING STONEY CREEK Aerial
ABBEY RD DOWN PATH AFTER 3197 IN DITCH Awl
161 ENGLISH RD-ON RIGHT OF WAY IN DITCH Aerial
BEHIND CRACKER BARREL ON OUTFALL TO IRENE LN Aerial
976 N WINSTEAD AVE-BEHIND BUILDING Aerial
AT END OF GOOSE BRANCH ROW-BESIDE FENCE IN DITCH Aerial
HUNTER HILL RD&NOELL DR BEHIND RBC CENTURA IN DITCH Aerial
COUNTRY CLUB DR BESIDE MOOSE LODGE CROSSING STONEY CREEK Aerial
INTERSECTION OF NORTHERN BLVD&RAPER DR IN DITCH Aerial
BRIDGEW00D DR-AT CREEK Aerial
KATHERINE TRL-AT DEAD END Aerial
STONERIDGE LN-AT END ON OUTFALL Aerial
JEFFREYS RD AT JEFFREYS CT IN DITCH Aerial
1800 BOB WHITE LN-BEHIND ON SEWER OUTFALL Aerial
BEHIND 669 GOLDROCK RD ACROSS FROM BEAVER POND SUED ON SEWER OUTFALL Aerial
GOLD ROCK RD&BEAVER POND ON OUTFALL IN DITCH Aerial
ACROSS STREET FROM 199 CUNNINGHAM DR IN DITCH Aerial
BEHIND 631 GREYSON RD IN DITCH Aerial
BEHIND 605 EAGLES TERRACE IN DITCH Aerial
DEADEND OF EAGLES TERRACE IN DITCH Aerial
BEHIND 708 SHORTSPOON DR ACROSS FAIRWAY IN DITCH Aerial
BEHIND 662 TIFFANY SQUARE APTS-IN DITCH IN WOODS Aerial
BESIDE MAYFLOWER ON HWY 301 IN DITCH Aerial
HWY 301&CONSTRUCTION DR-IN DITCH Aerial
FOUNTAIN SCHOOL RD BETWEEN HWY 301&RR TRACKS IN DITCH Aerial
HWY 4 BESIDE GOLD ROCK LIFT STATION IN DITCH Aerial
NC HWY 4 BEHIND MCLANE DIST CENTER ON OUTFALL Aerial
BEHIND CRAPE MYRTLE DR BESIDE RAILROAD TRACKS IN DITCH ON OUTFALL Aerial
E BATT LEBORO RD-BESIDE CEMETERY DRIVEWAY IN DITCH Aerial
ACROSS FROM 10717 NC 97E IN DITCH BESIDE BARNHILL ASPHALT PLANT Aerial
BESIDE 11048 NC 97E IN DITCH Aerial
N CHURCH ST BEHIND BEST WESTERN MOTEL IN DITCH Aerial
Al CHURCH ST BETWEEN RR TRACKS AND BARCOLOUNGER AT ENCASEMENT Aerial
BARNUM RD-ON ROW BESIDE WAREHOUSE Aerial
N CHURCH ST BEHIND ANIMAL SHELTER IN DITCH Aerial
RIVERSIDE DR BEHIND JACKS USED CARS IN DITCH Aerial
END OF 900 COLUMBIA AVE IN DITCH Aerial
BATTLE PARK BETWEEN WOODEN BRIDGE AND FALLS RD Aerial
BATTLE PARK IN DITCH BY WOODEN BRIDGE Aerial
BETWEEN N CHURCH ST.AND R.R TRACKS AT END OF W VIRGINIA ST.IN DITCH Aerial
OFF OF COUNTRY CLUB RD AT CURVE IN CREEK Aerial MAERIAL
BETWEEN 1221 PAUL ST &NASHVILLE RD IN DITCH Aerial 122/2013

V. �
DIVISION SUMMARY(FY 2021Adoprc`d) Sewer Services
Description
The Sewer Services Division is responsible for the successful supervision and maintenance of approximately 425 miles of sanitary
system collection mains,5,500 manholes,and 36 sewer lift stations. Also under their charge is daily surveillance of compliance in
the City of Rocky Mount's Sewer Use Ordinance and Fat, Oils,and Grease Program.The measures of successful operation are
set forth in our NC DWQ Collection System Permit of which this Division is in responsible charge.
FY 2021 Overview
The Sewer Services division prepared a fiscally responsible budget for FY 2021. Efforts will continue to reduce incidents of
sanitary sewer overflows (SSO) in the collection system through the rehabilitation and replacement of aged sewer lines and
manholes.Capital Improvement Projects will also seek to address capacity at the Johnson Street lift station.
FY 2020 Highlights
• FY2020 saw the continuation of several important infrastructure projects to include manhole rehabilitation and Cured in Place
Pipe(CIPP)relining.This effort was consistent with the state mandated requirement to inspect and clean a minimum of 10%
of sewer system annually.
City-Aligned Objectives&Performance Measures
Objective: Aligned Department Goal:
Maintain the threshold of unbilled sewer(inflow&infiltration)to less than 40%. Continue an aggressive program to
bring inflow/infiltration in the
sewer system to a more acceptable
level and to reinvest in water and
sewer related infrastructure to
improve performance and system
reliability
x ti a 3{ ?L 4 dry* t FY 2019 V FY-zoom't S FY 2020' > , FY 2021 r''
Performance Measure fi7,*Actu'al Adop'tedS ; s1ProlectedE, 4u 3`Adoptedr';
Sewer Manholes Rehab/Repair. The previous 31 31 31 31
numbers were manholes repaired,the new entry
is actual footage of manholes combined.
Sewer mains TV'ed(Feet) 50,600 65,000 60,000
Sewer Mains Smoke Tested(Miles)annual goal 4.3 4.3 4.3
will be 1%of entire collection system.
Objective: Aligned Department Goal:
Maintain collections system with minimal interruptions and SSO's Continue an aggressive program to
bring inflow/infiltration in the
sewer system to a more acceptable
level and to reinvest in water and
sewer related infrastructure to
improve performance and system
reliability
f 201 y;'> - ,tFY2020 ? '� FY 2020, `t' s L 2021vg
Performance Measure <t�` Actual { J 'Adopted Protected' " Adopted
Sewer Main Cleaned(Linear Feet) 223,000 230,000 240,000 230,000
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DIVISION EXPENDITURES(FY 2021 Adopted) Sewer Services
FY 2019 FY 2020 FY 2020 FY 2020 FY 2021
Account Actual Adopted Revised Actual Adopted Difference
Salaries&Wages
SALARIES&WAGES 549,680 646,980 558,980 549,398 605,190 (41,790)
WAGES-OVERTIME 24,063 13,500 13,500 25,772 30,000 16,500
WAGES-STANDBY 13,357 13,000 13,000 16,810 13,000 -
WAGES-PART"111vME 1,834 4,000 4,000 - 2,000 (2,000)
WAGES-LONGEVITY 26,483 23,100 23,100 19,779 17,310 (5,790)
Salaries&Wages Total 615,418 700,580 612,580 611,759 667,500 (33,080)
Employee Benefits
FICA-EMPLOYERS SHARE 43,939 52,070 52,070 43,200 47,230 (4,840)
RII'I'IRIEMEN'I' 48,139 51,050 51,050 55,369 62,940 11,890
RETIREMENT-401K GENERAL 16,480 20,420 20,420 16,948 19,410 (1,010)
INSURANCE-HOSPITAL 79,685 93,450 85,950 80,273 93,450 -
INSURt\NCE-LIFE 1,084 1,280 1,280 1,102 1,300 20
WORKERS COMPENSATION 10,685 4,000 4,000 177 4,000 -
CELLULAR TELEPHONE.ALLOWANCE 720 720 720 803 720 -
Employee Benefits Total 200,732 222,990 . 215,490 197,871 229,050 6,060
Professional Services
TEMPORARY HELP SERVICES 13,700 - - - - _
Professional Services Total 13,700 - - - - -
Operating Expenses
UNIFORMS i
3,144 3,000 3,100 3,015 5,000 2,000
FUEL, 53,397 60,400 55,400 40,517 48,320 (12,080)
SMALL.,TOOLS 1,229 2,500 2,500 2,318 2,250 (250)
SUPPLIES-SEWER 111,591 70,000 65,000 65,752 70,000 -
'1'RAVEL.MILEAGE REIMBURSEMENT - 200 - - 50 (150)
TRAVEL-CONFERENCE/SCHOOLS 3,656 4,500 2,800 2,703 1,120 (3,380)
UTfLI'l'IES 161,102 152,000 152,000 146,155 150,000 (2,000)
REPAIRS-STREETS 26,265 75,000 65,000 22,289 60,000 (15,000)
REPAIRS-BUILDING 5,111 25,000 1,000 545 5,000 (20,000)
REPAIRS-EQUIPMENT 8,750 10,000 4,000 3,472 10,000 -
REPAIRS-RADIO 10,374 8,740 8,740 8,409 17,400 8,660
REPAIRS-PUMP 56,649 71,500 66,500 55,844 71,500 -
REPAIRS-VEHICLE 74,219 61,000 105,100 98,674 61,000 -
PERMI'1'S - 1,400 1,400 90 1,400 -
Operating Expenses Total 515,487 545,240 532,540 449,784 503,040 (42,200)
Obligations
MAIN'l'&SERVICE CON'l'RACI' 56,091 55,000 87,900 76,834 55,000 -
MAINT'ENANCE-TECH SOF1'WARI. 5,980 6,000 1,000 505 6,000 -
DAMAGES&JUDGI'21MEN'1:S - 5,000 2,500 - 5,000 -
Obligations Total 62,071 66,000 91,400 77,339 66,000 -
Debt Service
LEASE PAYMENTS 193,413 331,000 346,350 346,147 491,200 160,200
LEASE PYM'I'S-I EXCAVATOR 42,666 - - - - -
LEASE PYM'I:S-SYSTEM UPGRADES 713,567 635,900 635,900 635,807 230,100 (405,800)
Debt Service Total 949,646 966,900 982,250 981,953 721,300 (245,600)
Capital Outlay
MOTOR VEIIICI..ES 42,882 25,000 29,559 29,559 - (25,000)
OTHER EQUIPMENT 35,600 30,000 17,042 16,665 30,000 -
SEWER EQUIPMENT 12,157 16,500 2,358 2,357 15,000 (1,500)
BI.,DGS STRUCTURES IMPROVE - 7,000 - - - (7,000)
Capital Outlay Total 90,639 78,500 48,959 48,582 45,000 (33,500)
5-40

V G
CIP OVERVIEW (FY 2021 Adopted Budget) Water Resources - Sewer
Current Year 1 2021-2025 CIP Funding Period I
FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 FY 2025 Future CIP
Description Proj Prop Prop Prop Prop Prop Years Total
Revenues
Enterprise Fund 1,374,000 1,188,000 1,813,000 858,000 1,410,000 1,075,000 5,010,300 6,344,000
Installment Debt 1,312,400 1,835,000 2,360,000 3,060,000 1,310,000 170,000 10,689,250 8,735,000
Project Loan - - - 3,250,000 - - - 3,250,000
Fund Balance 2,955,000 900,000 2,000,000 - - - - 2,900,000
Total Revenues $5,641,400 $3,923,000 $6,173,000 $7,168,000 $2,720,000 $1,245,000 $15,699,550 $21,229,000
Major Capital Investment Projects & Council Priorities (Order of Priority)
1 Springfield Road Widening-U-4762-Utility Coordination
600,000 - - - - - 600,000
2 Johnson Street Pump Station Rehab
- 1,000,000 - - - - - 1,000,000
3 Wastewater Treatment Plant Road Paving
- 540,000 - 500,000 - - 1,040,000
4 Replace Backwash Troughs for Tertiary Filters
260,000 - - - - - 260,000
11 5 WWTP Switch Gear
300,000 200,000 200,000 - - - - 400,000
6 Electrical Control Cabinets,Tertiary and Rectangular Clarifiers
200,000 300,000 - - - - - 300,000
7 Tertiary Filter Rehab
60,000 120,000 - - - - - 120,000
8 Basin C Grit Collector Encasement
- 75,000 - - - - - 75,000
9 Retangular Clarifiers Festoon
- 60,000 - - - - - 60,000
10 Beech Branch Outfall Rehabilitation
2,300,000 - 2,000,000 - - - - 2,000,000
11 Screw Pump Replacement
624,000 - 350,000 - - - - 350,000
12 Old Mill Rd Pump Station
- - 1,500,000 - - - - 1,500,000
13 Blowers and Motor Inspection/Rehabilitation-VPSA system
- - 70,000 - - - - 70,000
14 54"Outfall Rehabilitation
- - - 2,250,000 - - - 2,250,000
15 Sharpsburg Pump Station
- - - 1,000,000 - - - 1,000,000
16 Arbor Lane Pump Station
- - - 1,000,000 - - - 1,000,000
17 Concrete Repairs on Basins and Clarifiers
- - - 1,000,000 - - - 1,000,000
18 Replace Gearboxes on Screw Pumps
- - - - 500,000 - - 500,000
19 Roof Replacement for Administration Building at WWTP
- - - - - 350,000 - 350,000
20 SC:Maple Creek Pump Station and Forcemain
- - - - - - 3,400,000 -
21 Gold Rock Lift Station Rehab
- - - - - - 3,000,000 -
22 AMR/AMI Metering Project(Sewer)
- - - - - - 2,500,000 -
15-Jan-2021 16:02 Sewer-1

CIP OVERVIEW (FY 2021 Adopted Budget) Water Resources - Sewer
Current Year I 2021-2025 CIP Funding Period I
FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 FY 2025 Future CIP
Description Proj Prop Prop Prop Prop Prop Years Total
23 Replace Webbs Lift Station
- - - - - - 1,500,000 -
24 SC:Compass Creek Outfall,Phase 2
- - - - - - 1,300,000 -
25 SC:Cokey Road/Glendale Drive Sewer(Former Annex Area 7B)
- - - - - - 600,000 -
26 Johnson Street Force Main
- - - - - - 500,000 -
27 Leggett Park Sanitary Sewer Improvements,Phase 3
- - - - - - 382,550 -
28 SC:Grape Branch Sewer
- - - - - - 267,000 -
29 WWTP Generators,PURPA Additions
- - - - - - 250,000 -
30 SC:College Road Sewer(Formerly Annex Area 4A)
- - - - - - 175,000 -
31 Ash Pond Mitigation
- - - - - - 150,000 -
32 WWTP SCADA
- - - - - - 100,000 -
33 Scum Trough Replacement
- - - - - - 100,000 -
34 WWTP Storage Shelter
- - - - - - 85,000 -
35 Hypochlorite System
799,000 - - - - - - -
36 Wesleyan Boulevard Widening Utility Relocation and Betterment
455,000 - - - - - - -
37 NC 97 Switch Gear
115,400 - - - - - - -
Annual Capital Maintenance (Order of Funding, by Yearl
Aeration Basin Rehabilitation
- 375,000 525,000 680,000 550,000 - - 2,130,000
Sewer Automated Meter Reading
250,000 350,000 350,000 350,000 350,000 350,000 800,000 1,750,000
Sewer Rehabilitation Program
250,000 250,000 250,000 250,000 300,000 300,000 300,000 1,350,000
Sewer Asset Management Plan
- 150,000 145,000 150,000 150,000 - 145,000 595,000
SC:Minor Enhancements and Main Extensions
75,000 75,000 75,000 75,000 75,000 75,000 75,000 375,000
Back up Compressor for the Vacuum Pressure Swing Absorption(VPSA)Oxygen System
- 75,000 - - - - - 75,000
Computerized Maintenance Management System(CMMS)Acquisition and Implementation(Sewer)
- 33,000 33,000 33,000 35,000 - - 134,000
Construction Equipment-Sewer
98,000 - 135,000 380,000 260,000 170,000 - 945,000
Vertical Turbine Pump/Motor Replacements
- - - - - - 70,000 -
C&D RAS pump rehab
65,000 - - - - - - -
Chlorinator&Sulfonator Replacement
50,000 - - - - - - -
Total Expenditures $5,641,400 $3,923,000 $6,173,000 $7,168,000 $2,720,000 $1,245,000 $15,699,550 $21,229,000
15-Jan-2021 16:02 Sewer-2

CIP PROJECT SUMMARY(FY 2021 Adopted Budget) Water Resources - Sewer
Springfield Road Widening - U-4762 - Utility Coordination
Description
Widening of Springfield Road from US 64 Business to Legget Road
Justification
Category
05-Current level of service cannot be continued unless work is done
Past Progress
FY2017 - Utility Coordination planning
FY2018-Project to be let, Construction to begin
Current& Future Plans
FY2021 - Payment scheduled
Current I 2021-2025 CIP Funding Period l
Revenues FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 FY 2025 Future CIP
Description Proj Prop Prop Prop Prop Prop Years Total
Fund Balance - 600,000 - - - - - 600,000
Total Revenues S. $600,000 $- $- 5- $- $- $600,000
Current i 2021-2025 CIP Funding Period i
Expenditures FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 FY 2025 Future CIP
Description Proj Prop Prop Prop Prop Prop Years Total
Construction - 600,000 - - - - - 600,000
Total Expenditures $- $600,000 $- $- $- $- $- $600,000
15-Jan-2021 16:19
Sewer-3

CIP PROJECT SUMMARY(FY 2021 Adopted Budget) Water Resources - Sewer
Johnson Street Pump Station Rehab
Description
Based on 2019 engineering study, this pump station is operating at its maximum capacity and requires a timely
upgrade. This is an area of the city that is at risk for sanitary sewer overflows and an upgrade would
negate/reduce these incidents.
Justification
This project will also support the upcoming housing development planned for the town of Sharpsburg which if not
address has the potential to overload the pump station.
Category
07- Extends life of facility more than five (5)years
Current l 2021-2025 CIP Funding Period
Revenues FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 FY 2025 Future CIP
Description Proj Prop Prop Prop Prop Prop Years Total
Installment Debt - 1,000,000 - - - - - 1,000,000
Total Revenues $- $1,000,000 $- S- S- s- $- $1,000,000
Current I_, * 2021-2025 CIP Funding Period —
Expenditures FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 FY 2025 Future CIP
Description Proj Prop Prop Prop Prop Prop Years Total
Construction - 1,000,000 - - - - - 1,000,000
Total Expenditures $- $1,000,000 $- 5- $- $- $- $1,000,000
15-Jan-2021 16:19
Sewer-4

CIP PROJECT SUMMARY(FY 2021 Adopted Budget) Water Resources - Sewer
Wastewater Treatment Plant Road Paving
Description
This project will continue the repaving of roads within the Wastewater Treatment Plant (WWTP). Light duty roads
were built in 1980 when the plant was constructed. Sub-grade needs work as well as repaving roads surfaces.
Now 75,000 pound tractor trailers which haul sludge and septage travel these roads and the wear and tear has
become extensive.
Justification
Project is consistent with the Community Facilities Section of the Comprehensive Plan; Objective B-1 in that it
provides for utility master planning for expansion and maintenance needs.
Category
10- Expansion of service is deemed necessary
Past Progress
FY2018-Additional paving work.
FY2018 - Request delay on paving until FY19 due to electrical upgrade project.
FY2020 - Infrastructure maintenance has been postponed for several years and failures are becoming more and
more pronounced. Project year cost increases reflect the additional failures which will need additional attention.
Current I 2021-2025 CIP Funding Period
Revenues FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 FY 2025 Future CIP
Description Proj Prop Prop Prop Prop Prop Years Total
Enterprise Fund - - 540,000 - 500,000 - - 1,040,000
Total Revenues $- $- $540,000 $- $500,000 $- $- $1,040,000
Current I 2021-2025 CIF Funding Period t
Expenditures FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 FY 2025 Future CIP
Description Proj Prop Prop Prop Prop Prop Years Total
Construction - - 540,000 - 500,000 - - 1,040,000
Total Expenditures $- $- $540,000 $- $500,000 $- $- $1,040,000
15-Jan-2021 16:19
Sewer-5

CIP PROJECT SUMMARY(FY 2021 Adopted Budget) Water Resources - Sewer
Replace Backwash Troughs for Tertiary Filters
Description
There are six (6) backwash troughs that carry the water that is backwashed up through the tertiary filters to a line
that goes back to the head of the plant. These troughs were originally made of carbon steel and have been
regularly painted. The inside of the troughs handles water with a high grit content which results in wear and tear.
Justification
Troughs are approximately 30 years old and the carbon steel is significantly worn and corroded. The plan is to
replace the troughs with stainless steel which is more durable.
Project is consistent with the Community Facilities Section of the Comprehensive Plan; Objective B-1 in that it
provides for utility master planning for expansion and maintenance needs.
Category
06- Current level of service cannot be assured unless work is done
Current l 2021-2025 CIP Funding Period t
Revenues FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 FY 2025 Future CIP
Description Proj Prop Prop Prop Prop Prop Years Total
Installment Debt - 260,000 - - - - - 260,000
Total Revenues $- $260,000 S- $- $- $- $- $260,000
Current i 2021-2025 CIP Funding Period 1
Expenditures FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 FY 2025 Future CIP
Description Proj Prop Prop Prop Prop Prop Years Total
Construction - 260,000 - - - - - 260,000
Total Expenditures S- $260,000 $- E- $- $- S. $260,000
15-Jan-2021 16:19
Sewer-6

CIP PROJECT SUMMARY(FY 2021 Adopted Budget) Water Resources - Sewer
WWTP Switch Gear
Description
The switch gear at the WWTP has experienced significant corrosion to its internal components over the years.
The potential for electrical failure at the screw pumps is high and requires a rebuilt or replacement project to
address this concern immediately.
Justification
As determined by the asset management study, reliability of the electrical system at the plant is of the highest
priority. Failure of this system will render the plant useless which potentially could create widespread sewer
overflows and damages to property.
Category
06-Current level of service cannot be assured unless work is done
Past Progress
FY2018-Cost estimate was submitted by Engineering Firm
FY2020- Bids were received in FY 19 but due to the high cost, the project was delayed wit the intention to rebid
in three phases in the Spring of 2020
Current 2021-2025 CIP Funding Period
Revenues FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 FY 2025 Future CIP
Description Proj Prop Prop Prop Prop Prop Years Total
Installment Debt 300,000 200,000 200,000 - - - - 400,000
Total Revenues $300,000 $200,000 $200,000 $- $- $- $- $400,000
Current 2021-2025 CIP Funding Period
Expenditures FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 FY 2025 Future CIP
Description Proj Prop Prop Prop Prop Prop Years Total
Equipment/Furnishing 300,000 200,000 200,000 - - - - 400,000
Total Expenditures $300,000 $200,000 $200,000 $- S. $- $- $400,000
15-Jan-2021 16:19
Sewer-7

CIP PROJECT SUMMARY(FY 2021 Adopted Budget) Water Resources - Sewer
Electrical Control Cabinets,Tertiary and Rectangular Clarifiers
Description
All cabinets, Eight (8) Tertiary and Four (4) Rectangular Clarifiers have exceeded their expected lifespan. The
existing technology(switches and relays) must be upgraded to newer electronic systems in all cabinets
Justification
The Asset Management Study identified the electrical system at the Wastewater Plant as the most critical of all
assets. This project seeks to rehabilitate these hard use pieces of electrical control equipment to maintain the
electric grid throughout a key portion of the treatment process.
Category
06-Current level of service cannot be assured unless work is done
Current 1 2021-2025 CIP Funding Period 1
Revenues FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 FY 2025 Future CIP
Description Proj Prop Prop Prop Prop Prop Years Total
Fund Balance 200,000 300,000 - - - - - 300,000
Total Revenues $200,000 $300,000 $- $- S. $- $- $300,000
Current I 2021-2025 CIP Funding Period
Expenditures FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 FY 2025 Future CIP
Description Proj Prop Prop Prop Prop Prop Years Total
Equipment/Furnishing 200,000 300,000 - - - - - 300,000
Total Expenditures $200,000 $300,000 $- $- $- $- $- $300,000
15-Jan-2021 16:19
Sewer-8

CIP PROJECT SUMMARY(FY 2021 Adopted Budget) Water Resources - Sewer
Tertiary Filter Rehab
Description
The third treatment method of wastewater are beds of several size media that performs a final filtration prior to
disinfection. We have added media over the years as needed to the final filters and the media size ratio has been
altered to a point whereby the gallons/square foot design flows have dropped below the facilities treatment
capacities. On high flow days, this will cause staff to by-pass the final filters with a portion of the flow. Areas of
deterioration in the media containment have also become evident.
A reconstruction of the media ratio and repairs to containment should be addressed in a four year plan.
Justification
We must notify NCDEQ each time we are forced to bypass the tertiary filters and document a trend signaling a
weakness/flaw in our process. While we have not been assessed with a NPDES violation for these bypasses to
date, the door is open for NCDEQ to implement a special order of consent to comply with our permit. Our
preference is to address the problem before it becomes a liability.
Category
05- Current level of service cannot be continued unless work is done
Past Progress
FY2016- Filter media (sand) was replaced in 4 of the 8 filters but under drain inspection and remedial work will
be necessary in the coming years.
FY2016 - Replacement of filter sand is ongoing
FY2017-Continue sand replacement as needed.
FY2017- Funds will be utilized to replace remaining four tertiary troughs with stainless.
FY2018-Continue filter assessment to determine operational efficiency.
FY2020- Funds will be utilized to replace four tertiary troughs with stainless.
Current 2021-2025 CIP Funding Period
Revenues FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 FY 2025 Future CIP
Description Proj Prop Prop Prop Prop Prop Years Total
Enterprise Fund 60,000 120,000 - - - - - 120,000
Total Revenues $60,000 $120,000 $- $- $- $- $- $120,000
Current I 2021-2025 CIP Funding Period
Expenditures FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 FY 2025 Future CIP
Description Proj Prop Prop Prop Prop Prop Years Total
Equipment/Furnishing 60,000 120,000 - - - - - 120,000
Total Expenditures $60,000 $120,000 $- $- $- $- $- $120,000
15-Jan-2021 16:19
Sewer-9

CIP PROJECT SUMMARY(FY2021 Adopted Budget) Water Resources - Sewer
Basin C Grit Collector Encasement
Description
The discharge point encasement of the Basin C Grit Collector was initially constructed of carbon steel which has
eroded to the point of replacement.
Justification
This unit is critical to the process of removing grit, sand and other untreatable materials from the wastewater prior
to microbial activities. Failure to remove these materials will cause excess wear and tear on pumps further down
in the process which could result in additional and costly repairs.
Category
06-Current level of service cannot be assured unless work is done
Current l _ 2021-2025 CIP Funding Period i
Revenues FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 FY 2025 Future CIP
Description Proj Prop Prop Prop Prop Prop Years Total
Enterprise Fund - 75,000 - - - - - 75,000
Total Revenues $- $75,000 $- $ 7 S- $- $- $ 5,000
Current I 2021-2025 CIP Funding Period l
Expenditures FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 FY 2025 Future CIP
Description Proj Prop Prop Prop Prop Prop Years Total
- 75,000 - - - - - 75,000
Total Expenditures $- $75,000 $- $- $- $- $- $75,000
15-Jan-2021 16:19
Sewer-10

CIP PROJECT SUMMARY(FY 2021 Adopted Budget) Water Resources - Sewer
Retangular Clarifiers Festoon
Description
Project will replace the electrical cables that powers the travelling bridge on the retangular clarifiers and tertiary
filters. The cables are cracking after almost 40 years of wear.
Justification
Project is consistent with the comprehensive facilities plan to continue to provide good service and eliminate
hazard to persons and equipment.
Category
02- Eliminates hazards to persons
Current I 2021-2025 CIP Funding Period I
Revenues FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 FY 2025 Future CIP
Description Proj Prop Prop Prop Prop Prop Years Total
Enterprise Fund - 60,000 - - - - - 60,000
Total Revenues $- $60,000 $- $- $- $- $- $60,000
Current I 2021-2025 CIP Funding Period I
Expenditures FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 FY 2025 Future CIP
Description Proj Prop Prop Prop Prop Prop Years Total
Construction 60,000 - - - -
60,000
Total Expenditures $- $60,000 $- $- $- S- $- $60,000
15-Jan-2021 16:19
Sewer-11

CIP PROJECT SUMMARY(FY 2021 Adopted Budget) Water Resources - Sewer
Beech Branch Outfall Rehabilitation
Description
Rehabilitation and replacement of 27" corrugated metal outfall line.
Justification
The first phase of this project is underway and will include the relining of approximately 9500 linear feet of the
sewer outfall. The second phase will include the remaining portion from seven bridges road to HWY 301. This
sewer line is a major source of inflow/infiltration during high rain events, which create operational challenges at
the treatment plant due to sudden increase in volumes.
Category
07- Extends life of facility more than five (5)years
Past Progress
FY2018-Address immediate line needs.
FY2019-Planning and design.
FY2020- Project approved and awarded to contractor.
Current& Future Plans
FY2022 -Complete second phase of project.
Current 2021-2025 CIP Funding Period
Revenues FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 FY 2025 Future CIP
Description Proj Prop Prop Prop Prop Prop Years Total
Fund Balance 2,300,000 - 2,000,000 - - - - 2,000,000
Total Revenues $2,300,000 $- $2,000,000 $- $- $- $- $2,000,000
Current 2021-2025 CIP Funding Period
Expenditures FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 FY 2025 Future CIP
Description Proj Prop Prop Prop Prop Prop Years Total
Construction 2,300,000 - 2,000,000 - - - - 2,000,000
Total Expenditures $2,300,000 $- $2,000,000 $- $- $- $- $2,000,000
15-Jan-2021 16:19
Sewer-12

1
CIP PROJECT SUMMARY(FY 2021 Adopted Budget) Water Resources - Sewer
Screw Pump Replacement
Description
Screw pumps lifts large volumes of water to the head of the plant. The four pumps at the plant were replaced in
FY 16 and 17. The 4 pumps at the 97 lift station are in need of replacement as well due to excessive wear and
lost in pumping capacity. This will be accomplished in 2 phase starting in FY 20 and with plans to complete it in
FY 22.This project will also include trough relining and replacement of the lower bearing. The screw flights will be
constructed with stainless steel, which is more durable to the corrosive nature of wastewater.
Justification
Replacement of these pumps is expected to significantly reduce the incidents of sanitary sewer overflows on the
Nash County side of River Side Drive.
Project is consistent with the Community Facilities Section of the Comprehensive Plan; Objective B-1 in that it
provides for utility master planning for expansion and maintenance needs.
Category
06-Current level of service cannot be assured unless work is done
Past Progress
FY2018-Screw Pump Maintenance scheduled.
FY2018-Screw pump maintenance scheduled.
FY2018- Pump 3 and 4 at the WWTP main wet well were completed. Construction of pumps 1 and 2 is on going
with installation in January 2018.
FY2020-Contractor was selected for the replacement of two screw pumps at the HWY 97 pump station and work
will commence in the spring of 2020.
Current I 2021-2025 CIP Funding Period I
Revenues FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 FY 2025 Future CIP
Description Proj Prop Prop Prop Prop Prop Years Total
Enterprise Fund 624,000 - 350,000 - - - - 350,000
Total Revenues $624,000 $- $350,000 $- $- $- $- $350,000
Current 2021-2025 CIP Funding Period
Expenditures FY 2020i FY 2021 FY 2022 FY 2023 FY 2024 FY 2025 Future CIP
Description Proj Prop Prop Prop Prop Prop Years Total
Equipment/Furnishing 624,000 - 350,000 - - - - 350,000 1
Total Expenditures $624,000 $- $350,000 $- $- $- $- $350,000
15-Jan-2021 16:19
Sewer-13

CIP PROJECT SUMMARY(FY 2021 Adopted Budget) Water Resources - Sewer
Old Mill Rd Pump Station
Description
Engineering study of our pump stations and current flow capacity indicate the need to upgrade this pump station
in the near future.
Justification
This pump station was constructed in the 1960's. No major upgrade has since being performed and this project
will ensure its efficiency to meet growing demands.
Project is consistent with comprehensive facilities plan in that it will continue to provide quality service.
Category
07- Extends life of facility more than five (5)years
Current f 2021-2025 CIP Funding Period I
Revenues FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 FY 2025 Future CIP
Description Proj Prop Prop Prop Prop Prop Years Total
Installment Debt - - 1,500,000 - - - - 1,500,000
Total Revenues $- S. $1,500,000 $- $- 5- $- $1,500,000
Current I 2021-2025 CIP Funding Period l
Expenditures FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 FY 2025 Future CIP
Description Proj Prop Prop Prop Prop Prop Years Total
Construction - - 1,500,000 - - -
1,500,000
Total Expenditures $- $- $1,500,000 $- $- $- $- $1,500,000
15-Jan-2021 16:19
Sewer-14

CIP PROJECT SUMMARY(FY 2021 Adopted Budget) Water Resources - Sewer
Blowers and Motor Inspection/Rehabilitation-VPSA system
Description
The inspection and possible rebuilding of the blowers and motor for the VPSA system was highly recommended
by the manufacturer to be conducted after five years of operation. System was commissioned in 2012.
Justification
This system is the primary supplier of oxygen to the microrganisms in the basins at the treatment plant. Failure of
the motor and blowers would render the system inoperable and would create a major disruption in operations.
Category
07- Extends life of facility more than five (5)years
Past Progress
FY2018- Rebuilding of the motor was suspended following the decision to install a "TAP" to monitor the
performance of the unit.
The blowers will be serviced as scheduled.
Current t ._ 2021-2025 CIP Funding Period i
Revenues FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 FY 2025 Future CIP
Description Proj Prop Prop Prop Prop Prop Years Total
Enterprise Fund - - 70,000 - - - - 70,000
Total Revenues $- $- $70,000 $- $- $- $- $70,000
Current l 2021-2025 CIP Funding Period l
Expenditures FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 FY 2025 Future CIP
Description Proj Prop Prop Prop Prop Prop Years Total
Construction - - 70,000 - - - - 70,000
Total Expenditures $- $- $70,000 $- $- $- $- $70,000
15-Jan-2021 16:19
Sewer-15

CIP PROJECT SUMMARY(FY 2021 Adopted Budget) Water Resources - Sewer
54" Outfall Rehabilitation
Description
Rehabilitation of 54"outfall line that originally failed in 2014. The line runs along Atlantic Avenue.
Justification
Emergency repairs were conducted on a failed section of the 54" sewer line in 2014 followed by the rehabilitation
of the section that runs under the Fire Training Ground in FY2018. Based on the hydraulic modelling of the
system, there are two sections before and after the HWY 97 lift station that requires a similar rehabilitation effort.
This project will address that section and upon completion, is expected to significantly preserve the integrety of
the pipe and reduce incidences of sanitary sewer overflows.
Category
07- Extends life of facility more than five (5)years
Past Progress
FY2018- Rehabilitation work
Current i 2021-2025 CIP Funding Period t
Revenues FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 FY 2025 Future CIP
Description Proj Prop Prop Prop Prop Prop Years Total
Project Loan - - - 2,250,000 - - - 2,250,000
Total Revenues $- $- $- $2,250,000 $- S. $- $2,250,000
Current I 2021-2025 CIP Funding Period
Expenditures FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 FY 2025 Future CIP
Description Proj Prop Prop Prop Prop Prop Years Total
Construction - - - 2,250,000 - - - 2,250,000
Total Expenditures S. $- $- $2,250,000 5- 5- 5- $2,250,000
15-Jan-2021 16:19
Sewer-16

CIP PROJECT SUMMARY(FY 2021 Adopted Budget) Water Resources - Sewer
Sharpsburg Pump Station
Description
Based on engineering study conducted in 2019, this sewer pump station is nearing its operational capacity and
requires an upgrade.
Justification
The entire town of Sharpsburg sewer lines empties into this lift station. The town is anticipating population growth
and this station is among the older stations and requires an upgrade to keep up with demand.
Project is consistent with the comprehensive facilities plan in that it will continue to provide good service
Category
07- Extends life of facility more than five (5)years
Current __..... 2021-2025 CIP Funding Period
Revenues FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 FY 2025 Future CIP
Description Proj Prop Prop Prop Prop Prop Years Total
Installment Debt - - - 1,000,000 - - - 1,000,000
Total Revenues $- $- $- $1,000,000 $- $- $- $1,000,000
Current { 2021-2025 CIP Funding Period
Expenditures FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 FY 2025 Future CIP
Description Proj Prop Prop Prop Prop Prop Years Total
Construction - - - 1,000,000 - - - 1,000,000
Total Expenditures $- $- $- $1,000,000 $• $- $- $1,000,000
15-Jan-2021 16:19
Sewer-17

CIP PROJECT SUMMARY(FY 2021 Adopted Budget) Water Resources - Sewer
Arbor Lane Pump Station
Description
Replacement/rehabilitation of pump station and equipment.
Justification
This pump station is very old and is the only brick construction wet well remaining in the sewer system. It was
evaluated during an engineering study in 2019 and found to be operating at almost full capacity. The
recommended upgrade is expected to address this issue as well as prevent sanitary sewer overflows.
This project is consistent with the comprehensive facilities plan in that it will continue to provide good service.
Category
07- Extends life of facility more than five (5)years
Current l 2021-2025 CIP Funding Period
Revenues FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 FY 2025 Future CIP
Description Proj Prop Prop Prop Prop Prop Years Total
Installment Debt - - - 1,000,000 - - - 1,000,000
Total Revenues $- $- $- $1,000,000 $- $- $- $1,000,000
Current 2021-2025 CIP Funding Period 1
Expenditures FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 FY 2025 Future CIP
Description Proj Prop Prop Prop Prop Prop Years Total
Construction - - - 1,000,000 - - - 1,000,000
Total Expenditures $- $- $- $1,000,000 $- $- $- $1,000,000
15-Jan-2021 16:19
Sewer-18

CIP PROJECT SUMMARY(FY 2021 Adopted Budget) Water Resources - Sewer
Concrete Repairs on Basins and Clarifiers
Description
Basins, chambers, clarifiers and tanks are made of concrete. Over time, the cement in the concrete physically
and chemically deterioates exposing the agregate (stones) in the concrete. These stones will fall into the process
system creating additional problems for moving parts and machinery. The integrity of the structures are slowly
declining. The surface of the concrete will be assessed and covered over with the appropriate material.
Justification
Project is consistent with the Community Facilities Section of the Comprehensive Plan; Objective B-1 in that it
provides for utility master planning for expansion and maintenance needs.
Category
06-Current level of service cannot be assured unless work is done
Current ! 2021-2025 CIP Funding Period 1
Revenues FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 FY 2025 Future CIP
Description Proj Prop Prop Prop Prop Prop Years Total
Project Loan - - - 1,000,000 - - - 1,000,000
Total Revenues $. $- $- $1,000,000 $- $- $- $1,000,000
Current 2021-2025 CIP Funding Period
Expenditures FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 FY 2025 Future CIP
Description Proj Prop Prop Prop Prop Prop Years Total
Construction - - - 1,000,000 - - - 1,000,000
Total Expenditures $- $- $• $1,000,000 $- $- $- $1,000,000
15-Jan-2021 16:19
Sewer-19

CIP PROJECT SUMMARY(FY 2021 Adopted Budget) Water Resources - Sewer
Replace Gearboxes on Screw Pumps
Description
All Screw pumps have gearboxes that convert the electrical power of a 100 HP motor to mechanical power for
rotating the screw. There is a significant amount of torque on these gearboxes. Lubrication oil is monitored and
analysed for metals which would indicate metal breakdown.
Justification
Gearboxes are approximately 30 years old. They run continously and if a gearbox fails, pumping capability would
be negatively impacted.
Project is consistent with the Community Facilities Section of the Comprehensive Plan; Objective B-1 in that it
provides for utility master planning for expansion and maintenance needs.
Category
06-Current level of service cannot be assured unless work is done
Current I 2021-2025 CIP Funding Period l
Revenues FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 FY 2025 Future CIP
Description Proj Prop Prop Prop Prop Prop Years Total
Installment Debt - - - - 500,000 - - 500,000
Total Revenues $- $- $- $- $500,000 $- $- $500,000
Current i 2021-2025 CIP Funding Period i
Expenditures FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 FY 2025 Future CIP
Description Proj Prop Prop Prop Prop Prop Years Total
Equipment/Furnishing - - - - 500,000 - - 500,000
Total Expenditures $- $- $- $- $500,000 $- $- $500,000
1.
15-Jan-2021 16:19
Sewer-20

CIP PROJECT SUMMARY(FY 2021 Adopted Budget) Water Resources - Sewer
Roof Replacement for Administration Building at WWTP
Description
The roof over portions of the administrative building has deterioated with cracks and fissures resulting in leaks.
Justification
The existing administration building has a build up roof (BUR) over tapered insulation and metal decking. The
original building comprised of 7,630 sf. In 2005, two additions to the original building were made totalling 3,480 sf.
Current plan is to remove and replace the BUR with either a low-sloped standing seam metal roof (SSMR) or a
combination of low-sloped SSMR and single-ply membrane. This will address the leaks and protect the integrity of
the building.
Category
03- Eliminates hazards to property
Current l 2021-2025 CIP Funding Period i
Revenues FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 FY 2025 Future CIP
Description Proj Prop Prop Prop Prop Prop Years Total
Enterprise Fund - - - - - 350,000 - 350,000
Total Revenues $. $. $- $- $- $350,000 $- $350,000
Current l 2021-2025 CIP Funding Period i
Expenditures FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 FY 2025 Future CIP
Description Proj Prop Prop Prop Prop Prop Years Total
Construction - - - - - 350,000 - 350,000
Total Expenditures $- $- S. 5- S. $350,000 $- $350,000
15-Jan-2021 16:19
Sewer-21

CIP PROJECT SUMMARY(FY 2021 Adopted Budget) Water Resources - Sewer
SC:Maple Creek Pump Station and Forcemain
Description
Remediation of wet weather inflows in the sewer shed and upgrades to the Maple Creek Pump Station and
forcemain to provide additional pumping capacity to meet future anticipated demand resulting from extension of
the Maple Creek Outfall.
Justification
Significant increase in flow due to the extensions of the Maple Creek Outfall will require increases in the station's
capacity.
Category
08- Improves efficiency or generates additional revenue with initial cost being recovered by savings within less
than five (5)years
Current I 2021-2025 CIP Funding Period I
Revenues FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 FY 2025 Future CIP
Description Proj Prop Prop Prop Prop Prop Years Total
Installment Debt - - - - - - 3,400,000 -
Total Revenues S- S. S- $- E- S. $3,400,000 5-
Current I 2021-2025 CIP Funding Period I
Expenditures FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 FY 2025 Future CIP
Description Proj Prop Prop Prop Prop Prop Years Total
Construction - - - - - - 2,950,000 -
Land Acquisition - - - - - - 200,000 -
Planning/Design - - - - - - 250,000 -
Total Expenditures S- S- S- E- S- S- $3,400,000 $-
15-Jan-2021 16:19
Sewer-22

CIP PROJECT SUMMARY(FY 2021 Adopted Budget) Water Resources - Sewer
Gold Rock Lift Station Rehab
Description
In order to provide capacity for planned industrial development in the Gold Rock Area, the Gold Rock pump
station and force main will need to be upsized. The pump station would be upgraded from 400 gpm to 1000 gpm
capacity (with the potential to increase to 1,300 gpm as the area develops) and the force main (5,600 ft)would be
upsized from 6"to 12."
Justification
Project is consistent with the Community Facilities Section of the Comprehensive Plan; Objective D-1 in that it
provides for utility growth into un-served or underserved areas of Nash and Edgecombe Counties.
Category
06- Current level of service cannot be assured unless work is done
Past Progress
FY2019- Engineering firm is currently preparing a study to evaluate the potential sanitary sewer, force main, and
pump station improvements to support future build out of the industrial center. Report is anticipated to be
submitted in early spring.
Current r- 2021-2025 CIP Funding Period
Revenues tFY 2020 FY 2021 FY 2022 FY 2023 FY 2024 FY 2025 Future CIP
Description Proj Prop Prop Prop Prop Prop Years Total
Enterprise Fund - - - - - - 3,000,000 -
Total Revenues $- $- S. $- $- $- $3,000,000 $-
Current I ._. 2021-2025 CIP Funding Period
Expenditures FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 FY 2025 Future CIP
Description Proj Prop Prop Prop Prop Prop Years Total
Construction - - - - - - 3,000,000 -
Total Expenditures $- $- $- $- $- $- $3,000,000 S-
15-Jan-2021 16:19
Sewer-23

CIP PROJECT SUMMARY(FY 2021 Adopted Budget) Water Resources - Sewer
AMR/AMI Metering Project (Sewer)
Description
This project will entail upgrading the metering technology for the sewer utility (which relies on water consumption
data from water meters) in order to provide for remote reading and improved customer awareness regading utility
consumption.
Justification
This project will inprove operational efficiency and better equip the customer to assess and monitor end user
consumption. This project will also be coordinated with a similar project in electric and in gas.
Category
12-Other as needed
Current I 2021-2025 CIP Funding Period I
Revenues FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 FY 2025 Future CIP
Description Proj Prop Prop Prop Prop Prop Years Total
Installment Debt - - - - - - 2,500,000 -
Total Revenues S- S- $- S- S- S- $2,500,000 5-
Cur rent i 2021-2025 CIP Funding Period _-
Expenditures FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 FY 2025 Future CIP
Description Proj Prop Prop Prop Prop Prop Years Total
Equipment/Furnishing - - - - - - 2,500,000 -
Total Expenditures S- S- S- S- S- S- $2,500,000 S-
15-Jan-2021 16:19
Sewer-24

CIP PROJECT SUMMARY(FY 2021 Adopted Budget) Water Resources - Sewer 1
Replace Webbs Lift Station
Description
Design and construct a new duplex lift station to replace the existing outdated facility.
Justification
Replace below grade lift station which is flood prone and is in excess of 33 years old.
Category
06- Current level of service cannot be assured unless work is done
Current & Future Plans
FY2022-Allocate funding to design and construct replacement lift station.
Current 1 2021-2025 CIP Funding Period
Revenues FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 FY 2025 Future CIP
Description Proj Prop Prop Prop Prop Prop Years Total
Installment Debt - - - - - - 1,500,000 - 1
Total Revenues S- S- S- S- S- S- $1,500,000 5-
Current _ 2021-202u CIF Funding Period
Expenditures FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 FY 2025 Future CIP
Description Proj Prop Prop Prop Prop Prop Years Total
Construction - - - - - - 1,500,000 -
Total Expenditures S- S. S- S- S- S- $1,500,000 5-
15-Jan-2021 16:19
Sewer-25

CIP PROJECT SUMMARY(FY 2021 Adopted Budget) Water Resources - Sewer
SC:Compass Creek Outfall, Phase 2
Description
This project provides for the extension of the Compass Creek Outfall sewer to Fenner Rd. and removal of the I
pump station on Fenner Road. The pump station is currently running at capacity and needs to be reconstructed or
removed to be able to handle projected flow increases due to pending development projects. This project was
recommended in the Sewer Master Plan.
Justification
Upgrade of the pump station was initially identified in the 2003 Sewer Master Plan. The need to provide sewer
service in annexation area 4b and reduce flow on the S. Church Street pump stations has caused a re-evaluation
of project resulting in construction of a new outfall sewer that will allow for abandonment of the pump station.
Category
12- Other as needed
Current& Future Plans
FY2021 - Planning scheduled.
FY2022 -Scheduled construction.
Current 2021-2025 CIP Funding Period
Revenues . 1 i
FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 FY 2025 Future CIP
Description Proj Prop Prop Prop Prop Prop Years Total
Enterprise Fund - - - - - - 50,000 -
Installment Debt - - - - - - 1,250,000 -
Total Revenues S_ S_ $. S. S. S- S1,300,000 S-
Current I 2021-2025 CIP Funding Period i
Expenditures FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 FY 2025 Future CIP
Description Proj Prop Prop Prop Prop Prop Years Total
Construction - - - - - - 1,250,000 -
Planning/Design - - - - - - 50,000 -
Total Expenditures S- $- S- $- S- S- S1,300,000 S-
15-Jan-2021 16:19
Sewer-26

CIP PROJECT SUMMARY(FY 2021 Adopted Budget) Water Resources - Sewer
SC:Cokey Road/Glendale Drive Sewer (Former Annex Area 7B)
Description
This project will establish the Cokey Road Pump Station near the intersection of Cokey Road and S. Glendale
Ave and an 8"sewer collection system along Glendale Drive and Cokey Road to serve annexation area 7B.
Justification
This collector system is required to adequately serve the area; however, there were no supplemental request for
annexed property owners.
Category
10- Expansion of service is deemed necessary
Current I 2021-2025 CIP Funding Period }
Revenues FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 FY 2025 Future CIP
Description Proj Prop Prop Prop Prop Prop Years Total
Enterprise Fund - - - - - - 50,000 -
Installment Debt - - - - - - 550,000 -
Total Revenues $- $- $- $- S. $- $600,000 6-
Current t 2021-2025 CIP Funding Period
Expenditures FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 FY 2025 Future CIP
Description Proj Prop Prop Prop Prop Prop Years Total
Construction - - - - - - 550,000 -
Planning/Design - - - - - - 50,000 -
Total Expenditures S- $- $- $- S- $- $600,000 $-
15-Jan-2021 16:19
Sewer-27

CIP PROJECT SUMMARY(FY2021 Adopted Budget) Water Resources - Sewer
Johnson Street Force Main
Description
In order to meet compliance with DENR 2T regulations, a new force main from the Johnson Street Lift Station to
an intercept at Cokey Road must be addressed within a two-year period. Pumps are being replaced in this fiscal
year, but the amendments to the force main is also required to meet our permit requirements
Justification
Project is consistent with the Community Facilities Section of the Comprehensive Plan; Objective D-3 in that it
provides for sewer line upgrades and replacement to minimize overflows and infiltration in wet weather. It also
opens the avenue of further development of Sharpsburg and Nash County.
Category
05-Current level of service cannot be continued unless work is done
Past Progress
FY2017 - Due to l&I repairs and data collected from the Lift Station SCADA system, the $400,000 project can be
postponed until new development forces an upgrade.
FY2018-Begin Design/Scope of force main upgrade
Current 2021-2025 CIP Funding Period
Revenues FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 FY 2025 Future CIP
Description Proj Prop Prop Prop Prop Prop Years Total
Installment Debt - - - - - - 500,000 -
Total Revenues $- s- $- $- S- S- $500,000 5-
Current 2021-2025 CIP Funding Period
Expenditures FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 FY 2025 Future CIP
Description Proj Prop Prop Prop Prop Prop Years Total
Construction - - - - - - 500,000 -
Total Expenditures $- $- $- $- $- S- $500,000 $-
15-Jan-2021 16:19
Sewer-28
__ 1

CIP PROJECT SUMMARY(FY 2021 Adopted Budget) Water Resources - Sewer
Leggett Park Sanitary Sewer Improvements, Phase 3
Description
CWSRF approved project for low interest loan to complete sewer service extension and septic tank abandonment
project in the Leggett Park area. Project will connect 18 existing residents to sewer that were deleted from the
CWMTF grant project due to funding shortfall in the original grant.
Justification
Eliminates public health hazard.
Category
02- Eliminates hazards to persons
2021-2025 CIP Funding Period
Revenues FY 2020 FY 2021 FY 2022 FY 0 2023 FY 2024 FY 2025 Future CIP
Description Proj Prop Prop Prop Prop Prop Years Total
Enterprise Fund - - - - - - 10,300 -
Installment Debt - - - - - - 372,250 -
Total Revenues 5- 5- 5- $- $- 5- $382,550 5-
Current 2021-2025 CIP Funding Perky,
Expenditures FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 FY 2025 Future CIP
Description Proj Prop Prop Prop Prop Prop Years Total
Construction - - - - - - 372,250 -
Planning/Design - - - - - - 10,300 -
Total Expenditures $- 5- 5- 5- 5- $- 5382,550 5-
15-Jan-2021 16:19
Sewer-29

CIP PROJECT SUMMARY(FY 2021 Adopted Budget) Water Resources - Sewer
SC:Grape Branch Sewer
Description
This project will provide for the extension of the Grape Branch 12" sewer line approximately 2,200 feet from the
end of the existing line to Beechwood Drive. This project will provide gravity sewer service to the Beechwood
Drive area.
Justification
Project is consistent with the Community Facilities Section of the Comprehensive Plan; Objective D-1 in that it
provides for utility growth into un-served or underserved areas of Nash and Edgecombe Counties.
Category
10- Expansion of service is deemed necessary
Current I— 2021-2025 CIP Funding Period I
Revenues FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 FY 2025 Future CIP
Description Proj Prop Prop Prop Prop Prop Years Total
Enterprise Fund - - - - - - 75,000 -
Installment Debt - - - - - - 192,000 -
Total Revenues S- $- S- S- S- S- 5267,000 5-
Current I 2021-2025 CIP Funding Period
Expenditures FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 FY 2025 Future CIP
Description Proj Prop Prop Prop Prop Prop Years Total
Construction - - - - - - 192,000 -
Land Acquisition - - - - - - 45,000 -
Planning/Design - - - - - - 30,000 -
Total Expenditures S- S- S- S- S. S- $267,000 5-
15-Jan-2021 16:19
Sewer-30

CIP PROJECT SUMMARY(FY2021 Adopted Budget) Water Resources - Sewer
WWTP Generators, PURPA Additions
Description
In order for the WWTP generators to meet the requirements of the City's contracts with ElectriCities and the
Power Agency, it will be necessary to provide for additional operational purpose. It is proposed to use the waste
heat from the generators to warm the plant process water. Warm water is more conducive to a high level of
biological activityin the aeration basins.
9
Justification
Meet PURPA requirements for use of generators other than for emergencies.
Category
12- Other as needed
Past Progress
FY2018-Project was re-evaluated and moved to future years.
Current I 2021-2025 CIP Funding Period i
Revenues FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 FY 2025 Future CIP
Description Proj Prop Prop Prop Prop Prop Years Total
Installment Debt - - - - - - 250,000 -
Total Revenues $- $- $- S- $- $- 5250,000 $-
Current I 2021-2025 CIP Funding Period I
Expenditures FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 FY 2025 Future CIP
Description Proj Prop Prop Prop Prop Prop Years Total
Construction - - - - - - 225,000 -
Planning/Design - - - - - - 25,000 -
Total Expenditures S- S- 5- 5- 5- S- $250,000 $-
15-Jan-2021 16:19
Sewer-31

CIP PROJECT SUMMARY(FY2021 Adopted Budget) Water Resources - Sewer
SC:College Road Sewer (Formerly Annex Area 4A)
Description
This project would extend a 10" gravity sewer approximately 1400 feet along College Road from US301 to the
golf course (driving range) property. Currently, this property is the only requesting property within the annexation
area, and its average daily flow would be less than 250 gpd. If no further interest is within Annexation Area 4A,
the property could be served via a private grinder pump pumping into a 2" public force main along College Road.
Below are the cost for each option
10" Gravity Line: $175,000
2" Public FM: $35,000
Justification
Project is consistent with the Community Facilities Section of the Comprehensive Plan; Objective D-1 in that it
provides for utility growth into un-served or underserved areas of Nash and Edgecombe Counties.
Category
10- Expansion of service is deemed necessary
Current l 2021-2025 CIP Funding Period
Revenues FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 FY 2025 Future CIP
Description Proj Prop Prop Prop Prop Prop Years Total
Installment Debt - - - - - - 175,000 -
Total Revenues $- $- $- $- S- $- $175,000 S-
Current l 2021-2025 CIP Funding Period l
Expenditures FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 FY 2025 Future CIP
Description Proj Prop Prop Prop Prop Prop Years Total
Construction - - - - - - 160,000 -
Planning/Design - - - - - - 15,000 -
Total Expenditures S- S- S- S- S- S- S175,000 S-
15-Jan-2021 16:19
Sewer-32

CIP PROJECT SUMMARY(FY 2021 Adopted Budget) Water Resources - Sewer
Ash Pond Mitigation
Description
Decades ago, the City of Rocky Mount abandoned the process of burning the sludge product and began land
applying. A component of this abandoned process was the two ash ponds located on the north side of the facility.
At the time of the furnace closure, the ash was not removed from the ponds.
These ponds have been tested as inert and the ash may be simply spread on the City's Farm at this time of
regulations. We propose that this be placed in the CIP at future years, as the Ash Ponds become a valuable
piece of infrastructure when the City employs a water reuse program.
Justification
Project is consistent with the Community Facilities Section of the Comprehensive Plan; Objective B-1 in that it
provides for utility master planning for expansion and maintenance needs.
Category
03- Eliminates hazards to property
Current 2021-2025 CIP Funding Period
Revenues FY 2020 FY 2021 FY 2022 FY
2023 FY 2024 FY 2025 Future CIP
Description Proj Prop Prop Prop Prop Prop Years Total
Enterprise Fund - - - - - - 150,000 -
Total Revenues s- $- s. s- $- s- $150,000 $-
Czl>rent _ 2021-2025 CIP Funding Period
Expenditures FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 FY 2025 Future CIP
Description Proj Prop Prop Prop Prop Prop Years Total
Construction - - - - - - 150,000 -
Total Expenditures $- $- $- $- $- $. $150,000 $.
15-Jan-2021 16:19
Sewer-33

CIP PROJECT SUMMARY(FY 2021 Adopted Budget) Water Resources - Sewer
WWTP SCADA
Description
1 Project proposes to develop an in-house SCADA system allowing monitoring and control of operating equipment
and recording control parameters at WWTP. The NC97 lift station would be a part of this network. Observation of
operational basins and storage tank levels, start and stopping of pumps, and instrumental monitoring of control
parameters would be possible with current radio communication and computer equipment. This system would be
done on a build it by pieces, much as the Water Plant SCADA has been done.
Justification
This project is consistent with the Community Facilities Section of the Comprehensive Plan; Objective D-2 in that
it provides for insuring regulatory permit compliance.
Category
10- Expansion of service is deemed necessary
Past Progress
FY2016-This project was completed.
Current _® 2021-2025 CIP Funding Period l
Revenues FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 FY 2025 Future CIP
Description Proj Prop Prop Prop Prop Prop Years Total
Enterprise Fund - - - - - - 100,000 -
Total Revenues $- $- $- $- $- $- $100,000 $-
Current r 2021-2025 CIP Funding Period _ --___ i
Expenditures FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 FY 2025 Future CIP
Description Proj Prop Prop Prop Prop Prop Years Total
Construction - - - - - - 100,000 -
Total Expenditures $- $- $- $- $- $- $100,000 $-
15-Jan-2021 16:19
Sewer-34

CIP PROJECT SUMMARY(FY 2021 Adopted Budget) Water Resources - Sewer
Scum Trough Replacement
Description
Scum troughs for circular clarifiers (4) the thickener clarifiers (2) and the reclaim clarifiers (2) need to be replaced
due to excessive corrosion
Justification
Category
06-Current level of service cannot be assured unless work is done
Current l 2021-2025 CIP Funding Period
Revenues FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 FY 2025 Future CIP
Description Proj Prop Prop Prop Prop Prop Years Total
Enterprise Fund - - - - - - 100,000 -
Total Revenues s- s- s- s- s- s- $100,000 S-
Current I 2021-2025 CIP Funding Period I
Expenditures FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 FY 2025 Future CIP
Description Proj Prop Prop Prop Prop Prop Years Total
- - - - - - 100,000 -
Total Expenditures $- $- $- $- $- $- $100,000 $-
15-Jan-2021 16:19
Sewer-35

CIP PROJECT SUMMARY(FY 2021 Adopted Budget) Water Resources - Sewer
WWTP Storage Shelter
Description
Construction of a 6 bay open air shelter to house and protect the heavy equipment of the Division.
Justification
Division has used every available space in abandoned buildings and still has key equipment exposed to the
elements.
Category
07- Extends life of facility more than five (5)years
Past Progress
FY2017-Construction of shelter will be delayed due to competing projects
Current 2021-2025 CIP Funding Period
Revenues FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 FY 2025 Future CIP
Description Proj Prop Prop Prop Prop Prop Years Total
Enterprise Fund - - - - - - 85,000 -
Total Revenues $- $- $- 5- $- $- $85,000 5-
Current t..�. ..... 2021-2025 CIP Funding Period l
Expenditures FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 FY 2025 Future CIP
Description Proj Prop Prop Prop Prop Prop Years Total
Construction - - - - - - 85,000 -
Total Expenditures $- $- $- $- $- $- $85,000 $-
15-Jan-2021 16:19
Sewer-36

CIP PROJECT SUMMARY(FY2021 Adopted Budget) Water Resources - Sewer
Hypochlorite System
Description
Replacement of gas chlorine feeds system @ Tar River Regional WWTP with a bleach feed system. Basically,
this will eliminate our need for a Risk Management Program and the liability to our neighbors. This project
displaces the 8 tons of gas chlorine which the facility keeps in stock for disinfection of the wastewater effluent.
Justification
Project is consistent with the Community Facilities Section of the Comprehensive Plan; Objective B-3 in that it
updates the CIP, to continue to providing quality utility service.
Category
02- Eliminates hazards to persons
Past Progress
FY2019-As of November 2018 at 60% engineering design completed. Will have 90% by Jan 2019.
FY2020- Project approved and awarded
Current I 2021-2025 CIP Funding Period I
Revenues FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 FY 2025 Future CIP
Description Proj Prop Prop Prop Prop Prop Years Total
Installment Debt 799,000 - - - - - - -
Total Revenues $799,000 $- $- S- $- $- $- $-
Current I 2021-2025 CIP Funding Period I
Expenditures FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 FY 2025 Future CIP
Description Proj Prop Prop Prop Prop Prop Years Total
Planning/Design 799,000 - - - - - - -
Total Expenditures $799,000 $- $- $- $- S. $- $-
15-Jan-2021 16:19
Sewer-37

CIP PROJECT SUMMARY(FY 2021 Adopted Budget) Water Resources - Sewer
Wesleyan Boulevard Widening Utility Relocation and Betterment
Description
Reimbursement to NCDOT of expenses associated with relocation and betterment of utility lines for Wesleyan
Boulevard widening project.
Justification
Category
01 - Legally mandated
Past Progress
FY2017- Project in Utility Coordination/Planning stage currently
FY2018 -Project to be advertised /let
Current l 2021-2025 CIP Funding Period l
Revenues FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 FY 2025 Future CIP
Description Proj Prop Prop Prop Prop Prop Years Total
Fund Balance 455,000 - - - - - - -
Total Revenues $455,000 $- $- $- $- $- $- $-
Current i 2021-2025 CIP Funding Period l
Expenditures FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 FY 2025 Future CIP
Description Proj Prop Prop Prop Prop Prop Years Total
Construction 455,000 - - - - - - -
Total Expenditures $455,000 $- $- $- $- $- $- $-
15-Jan-2021 16:19
Sewer-38

CIP PROJECT SUMMARY(FY 2021 Adopted Budget) Water Resources - Sewer
NC 97 Switch Gear
Description
The switch gear at the 97 lift station has experienced significant corrosion to its internal components and will
require a rebuilt or replacement project in the near future.
Justification
Project is ongoing.
Category
06- Current level of service cannot be assured unless work is done
Past Progress
FY2018- Replace and rebuild electrical components for switch gear.
FY2018-Cost estimate submitted by Engineering Firm
FY2020 -Project will be completed in FY 20
Current l 2021-2025 CIP Funding Period I
Revenues FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 FY 2025 Future CIP
Description Proj Prop Prop Prop Prop Prop Years Total
Installment Debt 115,400 - - - - - - -
Total Revenues $115,400 $- $- $- $- $- 5- 5-
Current I 2021-2025 CIP Funding Period I
Expenditures FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 FY 2025 Future CIP
Description Proj Prop Prop Prop Prop Prop Years Total
Equipment/Furnishing 115,400 - -
- - - - -
Total Expenditures $115,400 $- $- $- $- $- $- 5-
15-Jan-2021 16:19
Sewer-39

CIP PROJECT SUMMARY(FY 2021 Adopted Budget) Water Resources - Sewer
Aeration Basin Rehabilitation
Description
Project will address the removal of inert material from the aeration basins to increase rentention time and
capacity. Ancillary equipment will also be evaluated and replaced if necessary. These basins have never been
cleaned out. Inordinate amounts of sand and grit are getting into the system and it is important that this is cleaned
as it is most likely the source of much of the sand and grit.
Justification
This project will improve efficiency and treatment capacity at the plant.
Category
07- Extends life of facility more than five (5)years
Current 2021-2025 CIP Funding Period
Revenues FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 FY 2025 Future CIP
Description Proj Prop Prop Prop Prop Prop Years Total
Installment Debt - 375,000 525,000 680,000 550,000 - - 2,130,000
Total Revenues $- $375,000 $525,000 $680,000 $550,000 $- $- $2,130,000
Current 2021-2025 CIP Funding Period
Expenditures FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 FY 2025 Future CIP
Description Proj Prop Prop Prop Prop Prop Years Total
Construction - 375,000 525,000 680,000 550,000 - - 2,130,000
Total Expenditures $- $375,000 $525,000 $680,000 $550,000 $- $- $2,130,000
15-Jan-2021 16:19
Sewer-40

CIP PROJECT SUMMARY(FY 2021 Adopted Budget) Water Resources - Sewer
Sewer Automated Meter Reading
Description
This project will share with the Water Fund the cost of installation of electronic water meters in conjunction with
electronic gas and electric meters. Cost are shared with Water Fund: 55% Water Fund / 45% Sewer Fund.
Funding request provided in this account reflects that cost share.
Justification
Project is consistent with the Community Facilities Element of the Comprehensive Plan; Strategy B-2 & F-1 in that
it upgrades existing utility service and improves the management of utilities.
Category
11 - Needed to implement a new program or activity being requested in an upcoming operating budget
Past Progress
FY2017- Funds scheduled to continue AMR conversions.
FY2018- Funds scheduled to continue AMR conversions.
FY2019- Funds scheduled to continue AMR conversions.
FY2020- Funds scheduled to continue AMR conversions.
Current& Future Plans
FY2021 - Funds scheduled to continue AMR conversions
FY2022- Funds scheduled to continue AMR conversions
FY2023-Funds scheduled to continue AMR conversions
FY2024- Funds scheduled to continue AMR conversions
FY2025- Funds scheduled to continue AMR conversions
Current 2021-2025 CIP Funding Period
Revenues FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 FY 2025 Future CIP
Description Proj Prop Prop Prop Prop Prop Years Total
Enterprise Fund 250,000 350,000 350,000 350,000 350,000 350,000 800,000 1,750,000
Total Revenues $250,000 $350,000 $350,000 $350,000 $350,000 $350,000 $800,000 $1,750,000
Current I 2021-2025 CIP Funding Period 1
Expenditures FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 FY 2025 Future CIP
Description Proj Prop Prop Prop Prop Prop Years Total
Equipment/Furnishing 250,000 350,000 350,000 350,000 350,000 350,000 800,000 1,750,000
Total Expenditures $250,000 $350,000 $350,000 $350,000 $350,000 $350,000 $800,000 $1,750,000
15-Jan-2021 16:19
Sewer-41

CIP PROJECT SUMMARY(FY 2021 Adopted Budget) Water Resources - Sewer
Sewer Rehabilitation Program
Description
This project will continue the Infiltration/Inflow reduction program currently in progress through renovation and
repairs to old sewer system to reduce groundwater infiltration and stormwater inflow. These funds are used for
purchase of replacement piping, contracting of grouting services, amendments to MH Elevations, and other
ongoing rehabilitation projects.
Justification
Project is consistent with the Community Facilities Section of the Comprehensive Plan; Objective D-3 in that it
provides for sewer line upgrades and replacement to minimize overflows and infiltration in wet weather,
minimizing the chance for treatment plant overloading.
Category
07- Extends life of facility more than five (5)years
Past Progress
FY2016 - Needs identified and addressed with project funds
FY2017 - Needs identified and addressed with project funds
FY2018- Needs identified and addressed with project funds
FY2019- Needs identified and addressed, continue with projected funds
Current& Future Plans
FY2021 -Continue with manhole rehab and main CIPP relining
FY2022-Continue with manhole rehab and main CIPP relining
FY2023-Continue with manhole rehab and main CIPP relining
Current 2021-2025 CIP Funding Period
Revenues FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 FY 2025 Future CIP
Description Proj Prop Prop Prop Prop Prop Years Total
Enterprise Fund 250,000 250,000 250,000 250,000 300,000 300,000 300,000 1,350,000
Total Revenues $250,000 $250,000 $250,000 $250,000 $300,000 $300,000 $300,000 $1,350,000
Current 2021-2025 CIP Funding Period
Expenditures FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 FY 2025 Future CIP
Description Proj Prop Prop Prop Prop Prop Years Total
Construction 250,000 250,000 250,000 250,000 300,000 300,000 300,000 1,350,000
Total Expenditures $250,000 $250,000 $250,000 $250,000 $300,000 $300,000 $300,000 $1,350,000
15-Jan-2021 16:19
Sewer-42

CIP PROJECT SUMMARY(FY 2021 Adopted Budget) Water Resources - Sewer
Sewer Asset Management Plan
Description
Project would compile information on sewer pump station equipment, condition, inflow and capacity in
standardized electronic format readily accessible to appropriate staff. Data would then be used to develop a
sewer system model asset management and master plan to evaluate impacts of new flows to the system and
guide investment decisions on system rehab and expansion.
Justification
Improved operation and maintenance capabilities. Meet statutory requirements for certifying that the system has
the capacity to accept new permitted flow.
Category
09- Improves efficiency or generates additional revenue with initial cost being recovered by savings within less
than ten (10)years
Past Progress
FY2017 -Wrapped up Phase 3 of AMP- (CMMS Software Selection, Build R&R Model)
Current I 2021-2025 CIP Funding Period
Revenues FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 FY 2025 Future CIP
Description Proj Prop Prop Prop Prop Prop Years Total
Enterprise Fund - 150,000 145,000 150,000 150,000 - 145,000 595,000
Total Revenues $- $150,000 $145,000 $150,000 $150,000 S. $145,000 $595,000
Current I 2021-2025 CIP Funding Period
Expenditures FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 FY 2025 Future CIP
Description Proj Prop Prop Prop Prop Prop Years Total
Planning/Design - 150,000 145,000 150,000 150,000 - 145,000 595,000
Total Expenditures $- $150,000 $145,000 $150,000 5150,000 $- $145,000 $595,000
15-Jan-2021 16:19
Sewer-43

CIP PROJECT SUMMARY(FY 2021 Adopted Budget) Water Resources - Sewer
SC:Minor Enhancements and Main Extensions
Description
This project provides for small scale system enhancement projects and sewer main extensions requests as
approved by the City Council through the petition process and funding of developer agreements for the extension
or oversizing of sewer mains installed as part of a development project.
Justification
Project is consistent with the Community Facilities Section of the Comprehensive Plan; Objective D-1 in that it
provides for utility growth into un-served or underserved areas of Nash and Edgecombe Counties.
Category
07- Extends life of facility more than five (5)years
Past Progress
FY2017 -Complete identified priority improvements and extensions
FY2018 -Complete identified priority improvements and extensions
FY2019 -Complete identified priority improvements and extensions
FY2020 -Complete identified priority improvements and extensions
Current I 2021-2025 CIP Funding Period I
Revenues FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 FY 2025 Future CIP
Description Proj Prop Prop Prop Prop Prop Years Total
Enterprise Fund 75,000 75,000 75,000 75,000 75,000 75,000 75,000 375,000
Total Revenues $75,000 $75,000 $75,000 $75,000 $75,000 $75,000 $75,000 $375,000
Current i 2021-2025 CIP Funding Period I
Expenditures FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 FY 2025 Future CIP
Description Proj Prop Prop Prop Prop Prop Years Total
Construction 75,000 75,000 75,000 75,000 75,000 75,000 75,000 375,000
Total Expenditures $75,000 $75,000 $75,000 $75,000 $75,000 $75,000 $75,000 $375,000
15-Jan-2021 16:19
Sewer-44

CIP PROJECT SUMMARY(FY 2021 Adopted Budget) Water Resources - Sewer
Back up Compressor for the Vacuum Pressure Swing Absorption (VPSA) Oxygen Systen
Description
Procurement of a compressor to serve as back-up for this system.
Justification
The VPSA system is the primary supplier of oxygen to the microorganisms in the basins at Wastewater Treatment
Plant. The compressor is a key component of this system and runs continuously. A back up compressor would
address any failure in order to maintain a steady operation.
Category
06-Current level of service cannot be assured unless work is done
Current I 2021-2025 CIP Funding Period I
Revenues FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 FY 2025 Future CIP
Description Proj Prop Prop Prop Prop Prop Years Total
Enterprise Fund - 75,000 - - - - - 75,000
Total Revenues $- $75,000 $- $- $- S. $- $75,000
Current I 2021-2025 CIP Funding Period I
Expenditures FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 FY 2025 Future CIP
Description Proj Prop Prop Prop Prop Prop Years Total
Equipment/Furnishing - 75,000 - - - - - 75,000
Total Expenditures S. $75,000 $- S- S. $- $- $75,000
15-Jan-2021 16:19
Sewer-45

CIP PROJECT SUMMARY(FY 2021 Adopted Budget) Water Resources - Sewer
Computerized Maintenance Management System (CMMS) Acquisition and Implementatio
Description
This project entails acquiring, populating, training, and then implementing a CMMS for use in Water Resources.
Justification
This system once implemented will assist the department in developing/tracking work orders and equipment
efficiency and life cycle.
Category
08- Improves efficiency or generates additional revenue with initial cost being recovered by savings within less
than five (5)years
Current l 2021-2025 CIP Funding Period i
Revenues FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 FY 2025 Future CIP
Description Proj Prop Prop Prop Prop Prop Years Total
Enterprise Fund - 33,000 33,000 33,000 35,000 - - 134,000
Total Revenues $- $33,000 $33,000 $33,000 $35,000 S. 5- $134,000
Current 2021-2025 CIP Funding Period I
Expenditures FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 FY 2025 Future CIP
Description Proj Prop Prop Prop Prop Prop Years Total
Equipment/Furnishing - 33,000 33,000 33,000 35,000 - - 134,000
Total Expenditures $- $33,000 $33,000 $33,000 $35,000 5- $- $134,000
15-Jan-2021 16:19
Sewer-46

CIP PROJECT SUMMARY(FY 2021 Adopted Budget) Water Resources - Sewer
Construction Equipment - Sewer
Description
Funding for this project is intended to schedule large equipment replacement. Such equipment includes
rubber-tire backhoes, tracked backhoe, dump trucks, bulldozers, and a sewer jet. Replacement is scheduled from
data compiled by the Public Works Department, including frequency of use and age. Opportunities are also
realized in addition of new equipment, which will increase productivity and efficiency.
Justification
Project is consistent with the Community Facilities Section of the Comprehensive Plan; Objective B-3 in that it
updates the CIP to continue providing quality utility service.
Category
05-Current level of service cannot be continued unless work is done
Past Progress
FY2016- Equipment purchased according to expenditure schedule below.
FY2017- Equipment purchased according to expenditure schedule below, replace unit 8436 with vac unit.
FY2018- Equipment purchased according to expenditure schedule below, unit#8617 and 8601
FY2019- Replace unit#8437 Vac Truck and addition of Skid Steer
Current& Future Plans
FY2021 - Replace unit#8616 mini excavator,
Replace unit#8404, 4Cy dump truck and unit 8616, mini excavator.
FY2022 - Purchase camera van for sewer
FY2022 - Replace unit#8603, back-hoe and unit#8408 12 CY tandem dump truck
FY2023 -Addition of a tandem dump truck
Current l 2021-2025 CIP Funding Period
Revenues FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 FY 2025 Future CIP
Description Proj Prop Prop Prop Prop Prop Years Total
Installment Debt 98,000 - 135,000 380,000 260,000 170,000 - 945,000
Total Revenues $98,000 $- $135,000 $380,000 $260,000 $170,000 $- $945,000
Current I 2021-2025 CIP Funding Period I
Expenditures FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 FY 2025 Future CIP
Description Proj Prop Prop Prop Prop Prop Years Total
4CY Dump Truck[R] 98,000 - - - - - - -
Camera Van - - 135,000 - - - - 135,000
Mini Excavator[RI - - - 95,000 100,000 - - 195,000
RT Backhoe - - - 135,000 - - - 135,000
Tandem Dump Truck - - - 150,000 160,000 170,000 - 480,000
Total Expenditures $98,000 $- $135,000 $380,000 $260,000 $170,000 $- $945,000
15-Jan-2021 16:19
Sewer-47

CIP PROJECT SUMMARY(FY 2021 Adopted Budget) Water Resources - Sewer
Vertical Turbine Pump/Motor Replacements
Description
The Wastewater Treatment Facility uses a massive amount of water for washing, de-foaming, and pressure
blasting. At the effluent following chlorination are four (4) vertical turbine pumps which direct flow to the 200,000
gallon elevated tank. These pumps are 30 years old and are in need of replacement. We are seeking the new
technology VFD motors and new bowl assembles for this improvement.
Justification
Motors are high electrical cost and bowls are beyond rebuilding.
Category
06-Current level of service cannot be assured unless work is done
Past Progress
FY2020 -Project was re-evaluated and moved to 2021 after failure on 2 pumps
Current I 2021-2025 CIP Funding Period i
Revenues FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 FY 2025 Future CIP
Description Proj Prop Prop Prop Prop Prop Years Total
Enterprise Fund - - - - - - 70,000 -
Total Revenues S- S- S- S- S- S- $70,000 S-
-
Current I 2021-2025 CIP Funding Period i
Expenditures FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 FY 2025 Future CIP
Description Proj Prop Prop Prop Prop Prop Years Total
Equipment/Furnishing - - - - - - 70,000 -
Total Expenditures S- S- $- $- S- S- $70,000 S-
15-Jan-2021 16:19
Sewer-48

1
CIP PROJECT SUMMARY(FY 2021 Adopted Budget) Water Resources - Sewer
C&D RAS pump rehab
Description
Due to the abrasive nature of the material passing through these pumps, the casings must be replaced before the
pumps fail.
Justification
WWTP operates 24/7 every day. These pumps are an integral part of the plant operation.
Category
06- Current level of service cannot be assured unless work is done
Current l 2021-2025 CIP Funding Period - t
Revenues FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 FY 2025 Future CIP
Description Proj Prop Prop Prop Prop Prop Years Total
Enterprise Fund 65,000 - - - - - - -
Total Revenues $65,000 S- S- S- S- S. S- S-
Current 1 2021-2025 Clio Funding Period 1
Expenditures FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 FY 2025 Future CIP
Description Proj Prop Prop Prop Prop Prop Years Total
65,000 - - - - - - -
Total Expenditures $65,000 S- S- S- $- $- $- 5-
11
15-Jan-2021 16:19
Sewer-49

r
CIP PROJECT SUMMARY(FY 2021 Adopted Budget) Water Resources - Sewer
Chlorinator & Sulfonator Replacement
Description
The chlorinator and Sulfonator are critical pieces of equipment that delivers chlorine and sulfur dioxide gases for
disinfection and dechlorination at the wastewater plant. The units are obsolete and spare parts are no longer
available for repairs.
Justification
Category
06-Current level of service cannot be assured unless work is done
Past Progress
FY2018- The Chlorinator portion of the project was suspended to evaluate alternative disinfection solutions.
However the need to replace the sulfonator will proceed as planned.
Current I2021-2025 CIP Funding Period _ $
Revenues FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 FY 2025 Future CIP
Description Proj Prop Prop Prop Prop Prop Years Total
Enterprise Fund 50,000 - - - - - - -
Total Revenues $50,000 $- $- $- $- $- $- $-
Current 1 2021-2025 CIP Funding Period l
Expenditures FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 FY 2025 Future CIP
Description Proj Prop Prop Prop Prop Prop Years Total
Equipment/Furnishing 50,000 - - - - - - -
Total Expenditures $50,000 $- $- $- $. $- $- $-
15-Jan-2021 16:19
Sewer-50

VL2
CITY OF ROCKY MOUNT
Department of Water Resources
Water and Sewer Division
Sanitary Sewer Overflow (S.S.O.) Water and Sewer Division Response
Procedures
1. Sanitary Sewer Overflows endanger our environment and potentially the
health of any citizens or employees that come into contact with an S.S.O.
Unchecked S.S.O.'s can result in significant penalties from State and
Federal environmental regulatory agencies as well. The procedures
below were designed to protect our environment,citizens,and employees
from a S.S.O. event. These procedures apply to City of Rocky Mount
Water and Sewer Division personnel.
2. Upon discovery by CRM personnel or reported by outside citizen or
agency of an S.S.O. an initial response will be made by the "on call"
Supervisor in the Water and Sewer Division immediately, (one hour or
less). The supervisor will make an immediate assessment to determine if
an S.S.O. event has taken place. If an event has taken place, or is in
progress, the supervisor will attempt to eliminate the source of the S.S.O.
and contact the City of Rocky Mount Water and Sewer Services General
Supervisor or Superintendent.
3. The General Supervisor or his alternate will respond to the location
withoutdelay(less than one hour). Upon arrival, the General Supervisor
will make an assessment of the S.S.O. and determine what is required to
mitigate the event and establish a course of action for clean-up and
restoration of the S.S.O. site.
4. If a blockage has occurred and overflow is in progress the General
Supervisor will:
a. Contact the On-Call Utility Repair Crew for mobilization of
personnel and equipment.
b. Contact the Water and Sewer Department General Supervisor for
assistance in mobilizing manpower resources; if necessary.
c. Set up contain mentfor S.S.O. and establish work zone with
"Danger, Do Not Enter" and barricades.
5. The General Supervisor will contact the Superintendent and he will record
all events as per the City of Rocky Mount S.S.O. Clean-up Procedures
1

Instruction and will be the primary contact to Nash or Edgecombe County
and State of North Carolina authorities.
PURPOSE
The purpose of this document is to establish written procedures for responding to
Sanitary Sewer Overflows (S.S.O.) in the City of Rocky Mount. This procedure
applies to all Water Resources Department employees who in the course of their
work may deal with S.S.O.'s. These procedures will be reviewed at least semi-
annually,or whenever revised guidance from county,state or federal authorities
dictate a revision is necessary. Adherence to these procedures will provide
consistency of response for protection of the environmentand the citizens of
Rocky Mount.
OPEN GROUND OR PAVED AREAS
1. Setup containment at or near the storm drainage system; do not let the
spill enter the storm drainage system.
2. Put up tape, black on red, "Danger Do Not Enter," around the S.S.O. area.
3. Spread lime and sand (or equivalent material)on spillage to a depth of
one inch.Allow this stand for one hour and sweep up. If moisture or
grease is still present, repeat procedure. If volume is sufficient,use
vacuum truck to remove as much liquid as possible.
4. After removing the contaminated material, wash down the area with high
water pressure and Chlorinated bleach. Pump this back into the sewer
system. Transport wet sand/lime to boxes at grit channels at the Tar River
Regional Wastewater Facility.
5. If this spill goes into the storm drainage system, refer to creek procedure.
WATERCOURSES(storm sewers, ditches, flowing streams)
2

1. Barricade area using warning tape, black on red, "Danger Do Not Enter,"
from the S.S.O. site to the pump site on both sides of the creek in
populated areas. In unpopulated areas restrict access where there is any
chance of humans coming in contact with the S.S.O.
2. Contact WWTP Personnel to take conductivity readings downstream and
fecal coliform samples at the S.S.O. site. Coliform samples should be
taken 100 feet above the S.S.O. site and at 400-foot downstream intervals
until reaching the pump site. Pull samples every 24 hours until readings of
500 colon ies/100m1,or less are obtained.
3. Construct a dam, using soil that is capable of handling creek flow. The
dam should be constructed near a manhole or at a location which is
accessible to the jet/vacuum truck whenever possible. Placement of the
dam should be at a point where the lowest conductivity reading is
measured if possible. Use one pump for backup. Always provide a
backhoe at site with extra material in order to construct a dam, can be
reconstructed if a breach occurs. There should always be a minimum of
two employees at the pump site during pumping operations. Pump effluent
from behind the dam into the manhole. Use conductivity measurements to
determine contaminated areas of watercourses.
4. Flush stream with water from a sufficient number of hydrants to remove
waste product from the creek. Continue to pump and flush stream until all
fecal coliform tests come back 500 colon ies/100m1 or less. Pull samples
every 24 hours until this reading is obtained. Pull samples 100 feet above
the S.S.O. site, at the site, and at 400-foot intervals until reaching the
pump site. Notify water treatment plant when starting and stopping of
stream flushing.
5. If riprap is in creek, wash down with high water pressure until there is no
waste residue remaining on,or within the riprap structure. If sludge is in
creek, vacuum creek bottom and sides until there is no waste residue
remaining.
6. If creek flows into a body of water used for recreation, and /or drinking,
notify the locally affected officials as soon as the problem is discovered. If
this happens, refer to pond,lake procedure.
IN POND OR LAKE
1. Barricade area with warning tape, black on red, "Danger Do Not Enter," on
the shoreline at the contaminated area.
3

2. In a pond, collect fecal coliform samples and Dissolved Oxygen (D.O.)
readings around the entire circumference. Set up pumping operations
below the dam.
3. In a large lake, collect fecal samples two feet off the bottom. D.O.
readings are to be done one foot under the surface. Take equal sampling
amounts around the circumference of the structure.
4. When the first sampling results come in,contact the Water and Sewer
Division Su perintendentfor appropriate action if the fecal coliform counts
area greater than 8,000 colon ies/100m1.
5. Continue pumping until 500 colon ies/100m1 orless is obtained in the
structure.
6. Continue monitoring coliform counts until the North Carolina Division of
Water Quality says that monitoring is no longer required.
OUT FALLS OR REMOTE AREAS
1. Put up warning tape,"Danger Do Not Enter,"around the S.S.O. site.
2. In open area, lime (powder) heavily and till. Repeat procedure. Seed and
apply a layer of wheat straw.
3. In an area where there is undergrowth or small trees, wash area with large
amounts of water, push into creek towards the pump site. Do this until no
waste remains, after 12 to 24 hours; if precipitation is not forecast, apply
lime to the area. Use all cautions to not get lime in the waterway!
POPULATED AREAS
1. In addition to procedures for open ground.
2. Till the area whenever possible. Apply lime, seed, and straw.
3. If tilling is not possible, apply lime and two inches of topsoil and mix
thoroughly,lime again lightly,then seed and cover with straw.
S.S.O. REPORTING PROCEDURES
1. Upon discovery of a possible S.S.O. site during normal duty hours, notify
the S.S.O. Contact Monitor(s) at the telephone numbers below:
Jason Glover, General Supervisor-252-903-8991
4

1
Or
Nate Williams, Superintendent-252-469-5686
2. After normal duty hours,contact Nate Williams on mobile number 252-
469-5686 In the event that he cannot be reached, contact Jason Glover on
mobile number 252-903-8991. In the event that these individuals cannot
be reached, contact Blake Winstead, Collections Supervisor at 252-904-
4591.
3. S.S.O. On Call Supervisors, General Supervisor or Superintendent of the
Water and Sewer Division will be the primary interface between the City of
Rocky Mount and the State of North Carolina Department of Water Quality
and Nash or Edgecombe County Health Departmenton all S.S.O. matters.
4. S.S.O. Contact Monitors will report overflows from any sewer line or pump
station, or the bypass of any wastewater treatment system or any
component thereof.This requirement applies in the following cases:
➢ Any spill of 1000 gallons or more or any spill; regardless of
the volume, if any waste reaches the surface water of the
State. Please note that conveyances such as drainage
ditches and storm sewer are considered waters of the State.
5. S.S.O. Contact Monitor General; General Supervisorwill notify the
Superintendent of Water and Sewer of any S.S.O. that falls within the
parameters listed below. After normal duty hours, he can be reached at
252-903-8991. The Superintendent of Water and Sewer will be
responsible for notifying the Director of Public Utilities Water Resources.
S.S.O. Contact Monitors are required to provide an oral report regarding
reported spills to the appropriate Regional Office at 919-791-4200, as
soon as possible but in no case later than 24 hours following the spill
event.
If a spill occurs after normal business hours,which reaches surface waters
and/or it may be considered as either an environmental or health hazard, it
shall be reported to the N.0 Division of Emergency Management at
1-800-858-0368. 800-858-0368. Their office will contact appropriate
Division of Water Quality staff.
A full report must be submitted to the appropriate regional office through
the BIMS Portal Report System within five(5) days of the time that the
City of Rocky Mount reported the SSO. All parts of the form must be
completed in detail and submitted either at the time of the oral report or
within the required five(5) days.
5

S.S.O. Emergency Contact Numbers
State of North Carolina 919-791-4200
Division of Environmental Quality (DEQ)
State of North Carolina 1-800-858-0368
Division of Emergency Management
(For after hour spills that reach a waterway)
Nash County Emergency Services 252-459-9805
Edgecombe County Emergency Services 252-641-7843
Jason Glover, General Supervisor 252-903-8991
Water and Sewer Division Radio Call # 801
Nate Williams, Superintendent 252-469-5686
Water and Sewer Division Radio call # 800
On Call Crew Supervisor 252-467-4800
Brenton Bent, Director 252-567-6844
Water Resources/Public Works
Wastewater Treatment Plant 252-972-1400
Chuck Braswell
Ed Braswell and Son's Contractor 252-985-8029
Eastern Environmental Management 252-443-2224
CITY OF ROCKY MOUNT
WATER AND SEWER DIVISION
S.S.O.
COLLECTION SYSTEM
"ON CALL" SUPERVISORS
6

Jeff Fogleman 252-822-2788 Construction Supervisor
Blake Winstead 252-343-3162 Crew Supervisor
Marvin Gorham 252-343-3162 Crew Supervisor
Dustin Baker 252-343-3162 Crew Supervisor
Taylor Joyner 252-467-5258 Crew Supervisor
PUMP STATION
"ON CALL" PERSONNEL
11 Barry Griffin 252-955-7871 Pump Station Maintenance
Supervisor
Charles Wood 252-813-7895 Pump Station Mechanic
Randy Smith 252-883-1212 Pump Station Mechanic
S.S.O. CONTACT MONITORS
Jason Glover 252-467-4884 (Office)
General Supervisor 252-903-8991 (Mobile)
Nathaniel Williams 252-467-4919 (Office)
Superintendent 252-469-5686 (Mobile)

1
SSO Emergency Response
Equipment Availability
• 1 - High pressure Sewer Jet Truck
• 2 - Combination Vacuum/Jet Combo Unit— 1800 (10cyd) Gallon Vacuum
tan k
• 1 — 8" Bypass Pump Trailer Mounted
• 1 — 6" Bypass Pump Skid Mounted
• 1- 6 "Bypass Trailer Mounted Pump
• 2 — 3" Hi - Velocity Pumps
• 2 — 4" Hi —Velocity Pumps
• 3000'- 6" Lay Flat Hose
• 300' -6" Rigid Aluminum Pipe
• Sewer Plugs(pneumatic)variable fit sizes to accommodate 4" — 30" lines
• 1 — New Holland 50 HP tractor with landscaping attachments
• 2-New Holland Woods Boss heavy vegetation mowing tractors with rotary
cutters.
• 1 — Kobelco 14-ton Excavator with interchangeable buckets
• 1 — Yammer, 8-ton Excavator with interchangeable buckets
• 1 — Hyundai, 18-ton Excavator w/ interchangeable buckets
• 4 — Rubber Tire Backhoe loaders
• 1 — Bobcat T870 Skid Steer and attachments
• 5— 185 CFM air compressors and accessories
• Portable Generator Sets:
1 — 5600 W AC Generator,
8

2 — 80,000 KW Portable Generator with variable voltage 240-480
• 4 — Crew Cab Trucks w/compliment of tools, 3 —4wd trucks with towing
capabilities
• 5— 5 yd. dump trucks
• 3— 12 yd tandem dump truck
• 1 — John Deere 644 Loader
• Semi-Truck w/ Lowboy Trailer for equipment transport
• 3 - 10 / 15-ton utility trailers
• 18' material trailer
• 1 — ATV 4x4
• Extenda-Jet, hose extender with tracks
• Tri-pod Retrieval System
• Confined space ventilation system
• Bagged Hydrated Lime
• Bailed Wheat Straw
• Access to "Pig" Containment Tubes(contact WWTP)
• Various resources from Streets / Storm Water Division,as well as our Gas
and Electrical division.
9

VI .1
CITY OF ROCKY MOUNT
EMERGENCY WASTEWATER PUMP FAILURE
PLAN
CONTINGENCY PLAN
FOR
PUMP FAILURE
SEWER IFT-STATION SECTION
PLAN
This contingency planprovides detailed information to Public Works employees in
the event of a failure at a wastewater pumping station such that p p g the employee(s)
can take immediate action to prevent a potential S SO from occurring. The
information in this document protects the citizens and environment of the City of
Rocky Mount and its'Extraterritorial Jurisdiction,by establishing written
procedures for responding to a Pump Station failure in accordance with Condition I
(7) of Permit WQCS 00011. A copy of this plan,site specific, shall be located at
each sewer lift station.

EMERGENCY RESPONSE PERSONNEL
Brad Kerr P.E,Director of Engineering
Darryl Strother Electric Department Director
Brenton Bent Director Public Works/Water Resources
Donald Perry P.E,Assistant Engineer PWWR
Nate Williams W/S Systems Superintendent, ORC Collections
Jason Glover W/S Systems Supervisor,Backup ORC
Barry Griffin Pump Station Supervisor
Charles Wood Pump Station Mechanic
Randy Smith Pump Station Mechanic
ESS (Jerry or Phillip) Emergency Electrical Contractors
Bowden Electric Electrical Troubleshooting
RM Electric Motor Motors and Electrical Troubleshooting
CONTACT NUMBERS HOME OFFICE MOBLE
Brad Kerr 972-1120
Darryl Strother 972-1273
Breton Bent 972-1299 567-6844
Nate Williams 467-4919 343-3160
Jason Glover 467-4911 903-8991
Barry Griffin 467-4918 955-7871
Blake Winstead 343-0152 904-4591
ESS 567-8826 813-6727
Bowden Electric 908-4017 446-4203 903-9060
RM Electric Motor Shop 446-1510
EQUIPMENT LIST
2 Pump mechanic service trucks with all the necessary power,hand and
diagnostic tools.
1 Pumps Maintenance Supervisor's service truck with all necessary tools
1 80kw Variable voltage output,mobile Emergency Generator

1
1 Jet Truck
2 Vacuum Combo Truck
2 6" By-Pass Pump,Portable
1 8" By-Pass Pump, Portable
2 Vent Blower with hoses
3 Personal body harnesses
2 Confined Space Tripods with hand wench
1 Portable Lay Flat Hose Systems for By-Pass Pumping
PUMP PARTS & BACKUP LIST
1 Backup Pumps
2 Rebuilt Rotating Assembly''s
3. All electrical repair items (fuses breakers motor starters etc....)
PUMP PARTS IN STOCK AT WATER & SEWER
1 All Wear Parts in Stock
NOTE: IF ANY OF THE PUMPS,MOTORS,OR PARTS ARE USED OUT OF
THE BACKUP LIST,THEY ARE TO BE SENT TO THE REPAIR SHOP
IMMEDIATELY OR REPLACED. THESE PARTS SHOULD GO BACK INTO
PARTS&PUMPS LIST.
Troubleshooting Chart
Trouble Cause Plan
Both Pumps fail to start in 1. Utility power failure 1. Notify Power Company

1
either Auto or Manual mode 2. Control circuit breaker tripped. 2. Reset Circuit Breaker
3. Both motor overload 3. Check line conditions&
relays tripped. report to power company if
4. Main power fuse blown, or out of range. After
circuit breaker tripped. corrections reset operations.
4. Replace fuse or reset
circuit breaker.
A. Float Rod Hung
Both pumps fail to start in auto
mode only. B. Float Rod A. Free Rod,check for
C. Float weighed with binding, lube.
rags and grease. B. Replace
D. Loose connections in C. Clean with scraper pole
control wiring
D. Check and tighten all
connections.
II. BUBBLER SYSTEM
A. Air Pump Broken A. Replace
B. Bubbler panel quit B. Run in hand,call
supervisor or ESS
C. Air line leak C. Replace line
D. Loose connection in D. Check& tighten all
control wiring. connections.
III. MERCURY FLOATS
A. Control switch not in A. Turn on
on position.
B. Over temp tripped B. Reset
C. Float bad C. Replace
D. Loose connection in D. Check& tighten all
control wiring Connections
One Pump Operates,but other 1. Hand-off-auto switch not 1. Operate switch to auto or
fails to run in either manual or in required position. hands as required.
auto mode.
2. Loose connections 2. Tighten Connections
3. Motor overload relay 3. Correct cause of overload
tripped and reset overload relays.
4. Pump circuit breaker 4. Reset pump circuit
tripped breaker
5. Pump jammed preventing 5. Free pump impeller
impeller rotation.
6. Defective motor starter 6. Repair or Replace motor
starter.
Trouble Cause Plan
7. Defective hand-off-auto 7. Replace switch
switch
8. Defective pump motor or 8. Repair or replace motor
pump, or pump.

One pump operates but other 1. See I,II,III 1. See I,II,III
fails to run in automatic mode.
2. Loose Connections 2. Tighten Connections
3. Alternator relay defective 3. Replace Alternator Relay
4. Hand-Off-Auto switch 4. Change position of
not in Auto switches to Auto
Pump starts, runs short while, 1. Pump jammed with 1. Free jammed pump
then stops though liquid level debris causing overload
in wet remains high condition.
2. Defective pump bearings 2. Replace pump bearings
or seals causing overload. and/or seals.
3. Defective pump motor 3. Replace pump motor.
causing overload.
Both Pumps run continuously 1. Hand-Off-Auto switches 1. Place switches in Auto
though wet well is empty. in hand position. position.
2. See I,II,III 2. See I,II,III
One Pump runs but Pump fails 1. Belt or Shaft broken 1. Adjust Belt or replace Belt
to deliver rated discharge. or Shaft
2. Pump Not Primed. 2. Prime Pump.
3. Pump or Piping clogged. 3. Clear debris from pump
and piping.
4. Suction Leak 4. Correct leak in suction
piping.
5. Check Valve of opposite 5. Free Check Valve.
Pump not properly seated.
Pump Fail to Alternate 1. One Hand-Off-Auto 1. Position both switches to
switch is not properly Auto.
positioned.
2. Motor overload relay of 2. Correct cause of overload
one motor is tripped. and reset relay.
3. One Pump Circuit 3. Position Circuit Breaker
Breaker not properly set. with handle in ON position.
4. Loose Connections 4. Tighten Connections
5. Alternate Relay Defective 5. Repair or Replace
Alternator Relay.
Pumps Start and Stop at wrong 1. Wet Well levels are 1. Adjust Pressure Switch
Wet Well levels. improperly adjusted.
2. See I,II,III 2. See I,II,III