WQCS00014_Renewal (Application)_20210628

MGreenville
�t_� Ut►l►�►es
June 28, 2021
NC Division of Environment Quality
Municipal Permitting Unit
1617 Mail Service Center
Raleigh, NC 27699-1617
Attn: Julia Byrd
System Wide Collection System Permitting
Re: System -Wide Collection System Permit Renewal
Permit No. WQCS00014
Greenville Utilities Commission - Pitt County
Please find enclosed Greenville Utilities Commission's application for renewal of its
System -Wide Wastewater Collection System Permit No. WQCS00014. Enclosed is the
original and one copy of the signed application, along with two copies of all supporting
documentation.
This application includes the addition of the entire Town of Bethel wastewater collection
system. A copy of the executed transfer agreement is attached.
We trust that you will find our application for permit renewal to be in order; however,
should you require any additional information or have any questions regarding this
submittal, please do not hesitate to let us know.
Sincerely,
°I 1:m-A
Randall D. Emory, P.E.
Director of Water Resources
Enclosures
Cc: Anthony C. Cannon, General Manager/CEO
Chris N. Padgett, Assistant General Manager/CAO
David W. Springer, PE, Assistant Director of Water Resources
J. Scott Farmer, PE, Water Resources Systems Engineer
Bryan P. Bland, Water Resources System Superintendent/ORC
Connected To You Post Office Box 1847 I Greenville, North Carolina 27835-1847 I guc.com 1252-752-7166

DWR
Division of Water Resources
r
State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0400 — SYSTEM -WIDE WASTERWATER COLLECTION SYSTEMS
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.
A. Cover Letter
® Submit a cover letter listing all items and attachments included in the permit application package
B. No Application Fee Required
➢ No application fee is necessary. The permittee will be billed an annual fee upon issuance of the permit
➢ The appropriate annual fee for systemwide wastewater collection system permits may be found at:
➢ Annual Non -Discharge Fees
C. System -Wide Wastewater Collection System (FORM: CSA 04-16) Application:
® Submit the completed and appropriately executed System -wide Wastewater Collection System (FORM: CSA 04-
16) application. Any unauthorized content changes to this form shall result in the application package being
returned. If necessary for clarity or due to space restrictions, attachments to the application may be made, as long
as the attachments are numbered to correspond to the section and item to which they refer.
❑ If the Applicant Type in Section 1.3 is a Privately -Owned Public Utility, provide the Certificate of Public
Convenience and Necessity (CPCN) from the North Carolina Utilities Commission demonstrating the Applicant is
authorized to hold the utility franchise for the area to be served by the wastewater collection system, or
❑ Provide a letter from the North Carolina Utilities Commission's Water and Sewer Division Public Staff stating an
application for a franchise has been received and that the service area is contiguous to an existing franchised area
or that franchise approval is expected.
❑ If the Applicant Type in Section 1.3 is a corporation or company, provide documentation if it is registered for
business with the North Carolina Secretary of State.
D. General Information:
➢ The Authorized signing official listed in Section I.4 should match with that of the Applicant certification page in
accordance with 15A NCAC 02T .0106(b). Per 15A NCAC 02T .0106(c), an alternate person may be designated
as the signing official if a delegation letter is provided from a person who meets the criteria in 15A NCAC 02T
.0106(b).
➢ NOTE - Public Works 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:
® Instruction A:
® Instruction C:
❑ Instruction C:
❑ Instruction D:
® Section IV.3
® Section IV.4
® Section V.4
® Section V.6
® Section VI. 2
® Section VI.4
® Section VI.6
❑ Section VII
Cover Letter
Application
Ownership Documentation (i.e. CPCN) (If necessary)
Delegation Letter (If necessary for signing official)
Pump Station List
High Priority Lines List
Annual Budget for Collection System (Updated and Approved)
Capital Improvement Plan (Updated and Approved)
Response Action Plan
Contingency Plan
Comprehensive Collection System Map
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:
Attn: PERCS Unit Supervisor
1617 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1617
TELEPHONE NUMBER: [phone]
By Courier/Special Delivery:
512 N. SALISBURY ST. Suite 925
RALEIGH, NORTH CAROLINA 27604
INSTRUCTIONS FOR APPLICATION CSA 04-16 & SUPPORTING DOCUMENTATION
Page 2 of 5

I. APPLICANT INFORMATION:
1. Applicant's name (Municipality, Public Utility, etc): Greenville Utilities Commission
2. Facility Information: Name: Greenville Utilities Commission Collection System Permit No.: WQCS00014
3. Applicant type: ® Municipal ❑ State ❑ Privately -Owned Public Utility
❑ County ❑ Other:
4. Signature authority's name: Randall D. Emory, PE per 15A NCAC 02T .0106(b)
Title: Director of Water Resources
5. Applicant's mailing address: PO Box 1847
City: Greenville State: NC Zip: 27835-1847
6. Applicant's contact information:
Phone number: [phone] Fax number: [phone] Email address: emoryrd@,guc.com
II. CONTACT/CONSULTANT INFORMATION:
1. Contact Name: J. Scott Farmer, PE
2. Title/Affiliation: Water Resources Systems Engineer
3. Contact's mailing address: PO Box 1847
4. City: Greenville State: NC Zip: 27835-1847
5. Contact's information:
Phone number: [phone]
Fax number: [phone] Email address: [e-mail]
III. GENERAL REQUIREMENTS:
1. New Permit or Permit Renewal? ❑ New ® Renewal
2. County System is located in: Pitt County
3. Owner & Name of Wastewater Treatment Facility(ies) receiving wastewater from this collection system:
Owner(s) & Name(s): Greenville Utilities WWTP
4. WWTF Permit Number(s): NC0023931
5. What is the wastewater type? 91 % Domestic orI9 % Industrial (See 15A NCAC 02T .0103(20))
Ij Is there a Pretreatment Program in effect? ® Yes or ❑ No
6. Wastewater flow: 11.82 MGD (Current average flow of wastewater generated by collection system)
7. Combined permitted flow of all treatment plants: 17.5 MGD GUC WWTP
8. Explain how the wastewater flow was determined: ❑ 15A NCAC 02T .0114 or ® Representative Data
9. Population served by the collection system: 95,643
APPLICATION CSA 04-16 Page 3 of 5

IV. COLLECTION SYSTEM INFORMATION:
1. Line Lengths for Collection System:
2. Pump Station
Sewer Line Description
Length
Gravity Sewer
422 (miles)
Force Main
93 (miles)
Vacuum Sewer
0 (miles)
Pressure Sewer
0 (miles)
Pump Station Type
Number
Simplex Pump Stations (Serving Single Building)
0
Simplex Pump Stations (Serving Multiple Buildings)
0
Duplex Pump Stations
44
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.
See attached description and organizational chart.
2. Indicate the current designated collection system operators for the collection system per 15A NCAC 08G.0201
Main ORC Name: Bryan P. Bland
Certification Number: 996330
Back -Up ORC Name: George Earl Fuller
Certification Number: 997248
Back -Up ORC Name: Thomas Keith Fisher
Certification Number: 1009344
Back -Up ORC Name: Earl Wayne Wilson
Certification Number: 998460
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: $ 3,649,177
4. Submit a copy of your current annual budget.
5. Approximate capital improvement budget for the collection system only: $ 12,448,062
6. Submit a copy of your current capital improvement plan.
APPLICATION CSA 04-16
Page 4 of 5

7. Is this collection system currently a satellite system ❑ Yes or ® No
8. Do any satellite systems discharge to this collection system ® Yes or ❑ No (If yes complete table below)
Satellite System
Contact Information (Name, Address, Phone Number)
Town of Grimesland
PO Box 147, Grimesland, NC 27837 (252-752-6337)
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:
Interlocal Agreement with the Town of Grimesland dated August 21, 1996
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.
Permit Condition
Current
Compliance?
If no, Indicate a
Compliance
Date
Typical
Compliance
Schedule
I(4) — Grease ordinance with legal authority to inspect/enforce
/1 Yes ❑ No
12 — 18 mo.
I(5) — Grease inspection and enforcement program
/1 Yes ❑ No
12 — 18 mo.
I(6) — Three to five year current Capital Improvement Plan.
I1 Yes ❑ No
12 — 18 mo.
I(8) — Pump station contingency plan
i1 Yes ❑ No
3 mo.
I(9) — Pump station identification signs.
i1 Yes ❑ No
3 mo.
I(11) — Functional and conspicuous audible and visual alarms.
I1 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°d pump is
the spare if pump reliability is met).
6 — 9 mo.
0 Yes ❑ No
II(7) — Accessible right-of-ways and easements.
I1 Yes ❑ No
6 — 12 mo.
II(9) — Response action plan with Items 9 (a — h).
/1 Yes ❑ No
3 mo.
III(3) — Comprehensive collection system map
/1 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):
It should be noted that the Town of Bethel has negotiated with Greenville Utilities Commission (GUC) for a transfer of
ownership of sewer assets to the Greenville Utilities Commission which is planned for June 30, 2021. This permit renewal includes
the Town of Bethels assets, and the system will operate under the provisions of the GUC Collection System permit which meets all of
the conditions above. It should also be noted that the State has awarded Bethel $3 Million Dollars for wastewater system
improvements that will be incorporated into a series of capital projects.
APPLICATION CSA 04-16
Page 5 of 5

VII. APPLICANT'S CERTIFICATION per 15A NCAC 02T .0106{b):
I, Randall D. Emory attest that this application for Greenville Utilities Commission
(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 civi enalties yp to $25,000 per violation.
aP./
Signature:
Date:
APPLICATION CSA 04-16 Page 6 of 5

GREENVILLE UTILITIES COMMISSION
WASTEWATER COLLECTION SYSTEM PERMIT APPLICATION
Part V, Item 1
Organizational Structure Description
The Greenville Utilities Commission (GUC) is governed by an eight member Board of
Commissioners appointed by the Greenville City Council. The day-to-day operations of
the Commission's four utilities (electric, water, wastewater and gas) is directed by a full
time General Manager/CEO. Each utility is managed by a full time Director who answers
directly to the General Manager. The Water Resources Department is responsible for the
operation and management of the water and wastewater systems of the Commission and
has 124 full time positions dedicated to the operation of these systems. Thirty-seven of
these positions are assigned fulltime to the operation of the wastewater collection and
treatment facilities. The remaining 87 positions are dedicated to operations of both the
water and wastewater systems.
The organizational structure of GUC Senior Management and the Water Resources
Department is attached.

GREENVILLE UTILITIES COMMISSION ORGANIZATION CHART
General
Manager/CEO
Governing Body &
Administration
15 Positions
General
Manager's
Office
5 Positions
Public
Information
Office
4 Positions
Business
Development
Office
1 Position
Legal Services
3 Positions
Temporary
Allocations
2 Positions
Finance
58 Positions
Human
Resources
9 Positions
Finance
Administration
9 Positions
d
Accounting
6 Positions
Stores
8 Positions
Fleet
13 Positions
Risk Mgmt
4 Positions
Facilities Mgmt
5 Positions
Collections
9 Positions
-1
Analytics
4 Positions
Information
Technology
37 Positions
Customer
Relations
38 Positions
Electric
145 Positions
{
Engineering
17 Positions
Director's Office
5 Positions
Water Resources
124 Positions
Substation/
Control
18 Positions
O/M System
60 Positions
Load Mgmt
5 Positions
Dispatching
7 Positions
Meter
33 Positions
l
Gas
55 Positions
Engineering
13 Positions
Director's
Office 6
Pncitinnc
Wastewater
Plant
30 Positions
O/M
Water/Sewer
System
48 Positions
Water Plant
27 Positions
H
Engineering
10 Positions
Director's Office
6 Positions
H
-1
O/M Systems
32 Positions
Utility Locating
Service
7 Positions
2
Updated 6/22/21

WATER RESOURCES ORGANIZATION CHART
6/24/21
SENIOR ADMINISTRATIVE
ASSISTANT
Lou Anne Baker
Customer Records Clerk
Nikia Manual
Staff Support Spec. II
Stephanie Talbott
(PT) Customer Records Clerk
Jackie Coley
SYSTEMS SUPERVISOR
SEWER SUPV.
WAYNE WILSON
—
—
I/1 INSPECTIONS CL
GREG LYONS
PIPE LAYER I
Adam Garris
W/S SYS. MAINT. CL
DANNY LANE
PIPE LAYER I
Tanner Hardee
W/S SYS. MAINT. CL
JOHN HART
PIPE LAYER I
Alex Congleton
1
1
SYSTEMS ENGINEER
Scott Farmer
SYSTEMS SUPERINTENDANT
Bryan Bland
1
W/S SYS. MAINT CL
KEITH CLARK
PIPE LAYER II
Alvin Davis
PIPE LAYER I
Recruiting
W/S SYS MAINT. CL
JOSH SETZER
PIPE LAYER II
Jeffrey Clemons
SYSTEMS SUPERVISOR
W/S SERVICE SUPV.
KEITH FISHER
4—
1--
W/S PIPE CL I
LINWOOD SMITH
EQP. OPR.IV
Tracy Colville
EQP. OPR. III
Jason Owens
PIPE LAYER III
Kyle Veneski
PIPE LAYER 1
Cody Morris
W/S PIPE CL I
RANDY BEAMON
EQP. OPR.IV
Michael
Silverthorne
PIPELAYER III
Recruiting
EQP. OPR III
Adam Evans
--
W/S PIPE CL I
TYRONE MOORE
EQP. OPR IV
David McKeel
PIPELAYER III
Antonio Haywood
EQP. OPR III
Josh Dilda
4,
SYSTEMS SUPERVISOR
W/S CONST. SUPV.
GEORGE FULLER
W/S PIPE CL II
John Roebuck
EQP. OPR.IV
Bennie Pittman
PIPE LAYER III
Cody Cratt
Marcus Pippins
PIPE LAYER II
Charles Hathaway
EQP. OPR III
Robert Pilgreen
W/S PIPE CL II
Recruiting
EQP. OPR.IV
Dean Roberson
PIPE LAYER III
Maurice Ampley
Recruiting
PIPE LAYER II
Calvin Butcher
Diondre Moore
4-
4—
ENGINEERING SUPPORT MGR.
Jarrett McGalliard
—111110.
ENG. ASST. II
Bill Edwards
ENG. ASST. II
Joseph Bronsink
ENVIRONMENTAL
CONTROL OFFICER
Deanna Castellow
VALVES & HYDRANT
CREWS
W/S SYS.
Maintenance CL
Josh Dickens
PIPE LAYER 1
Luke Hagee
W/S SYS.
Maintenance CL
Corbin Congleton
PIPE LAYER 1
Cody Eastwood
W/S SYS.
Maintenance CL
Jordan Godley
PIPE LAYER I
Robert Phillips
W/S SYS.
Maintenance CL
Recruiting
PIPE LAYER 1
Robert Womble
WATER RESOURCES
DIRECTOR
Randy Emory
WATER QUALITY MANAGER
Anthony Whitehead
WTP SUPERINTENDENT
Julius Patrick
CHEMIST
Chad Flannagan
DIST. SYSTEM
WATER QUALITY
TECH I
James Smith
DIST. SYSTEM
WATER
QUALITY TECH I
David Burleson
LAB TECH II
Kendra Nettles
Cheryl Irwin
Brooke Norton
CHIEF OF
MAINTENANCE
Toby Corey
INSTRUMENTATION
TECH II 4—
Wade Corbitt
MAINTENANCE
MECHANIC III
Brian Greer
MAINTENANCE
MECHANICII
Tripp Morgan
IC/Maintenance CL
Robert Veale
Maintenance
Mechanic II
William Bland
Don Sullivan
4---
Staff Support
Spec II (PT)
Laura Evans
OPERATIONS
COORDINATOR
Dail Booth
LEAD OPERATOR
Gary Shelton
OPERATOR III
Ken Woodson
Brian Shannon
Zack Hamilton
LEAD OPERATOR
Christopher Earls
OPERATOR III
Sharon Daughtridge
OPERATOR II
Jose Ricca
LEAD OPERATOR
Ryan Gregory
OPERATOR III
Joseph Clark
William Hardison
Brooks Nobles
4--
4—
4—
ASSISTANT DIRECTOR
David Springer
CONSTRUCTION/CONTRACTS
ENGINEER
Cliff Cahoon
ENGINEERING
COORDINATOR
Clay Johnston
1
ENG. ASST. II
Mickey Tripp
CONST. INSPECTOR II
Keith Sullivan
CONST. INSPECTOR I
Spencer Letchworth
Robin Walston
--►
•
WR ENGINEER I
Tyler Haislip
SCADA Network
Coordinator
Keith Godbey
WWTP SUPERINTENDENT
Jason Manning
►
Staff Support
Spec III (PT)
Kristen Jarman
1
CHIEF OF
MAINTENANCE
Cliff McGuffin
MAINTENANCE
ELECTRICIAN
Tony Rogers
MAINTENANCE
MECHANIC II
Adam Cross
Scott Getsinger
Ronald Miller
Jeff Mills
Corey Mills
Justin Elks
INVENTORY/PARTS
COORDINATOR
Jay Wetherington
INSTRUMENTATION
TECH II
Jeff Cox
Jesse Powers
OPERATIONS
COORDINATOR
Chris Hill
OPERATOR III
Wesley Asbell
Jerry Jones
Tyrell Johnson
Tony Page
Julius Phillips
Kevin Smith
Steve Hedgepeth
Bryon Orr
Kyle Meeks
Travis Lancaster
OPERATOR I
Charlie Buck
1
ENVIRONMENTAL
COMPLIANCE
COORDINATOR
JoEllen Gay
LAB TECH I
Jeffrey Camp
LAB TECH II
Kevin Hardee
Crystal Respess
INDUSTRIAL
PRETREATMENT
SPECIALIST
Karen Preston
WR Management Staff

GREENVILLE UTILITIES COMMISSION
WASTEWATER COLLECTIONS SYSTEM PERMIT
JUNE 2021
GREENVILLE UTILITIES PUMP STATIONS
PUMP STATION
Capacity (GPM)
Physical Location
Pump Reliability
(yes/no)
RELIABILITY
Number
Name
Type
Source
Connection
Portable/Permanent
1
Arlington
580
1755PS Wimbledon Dr.
yes
Generator
transfer switch
portable
submersible
By-pass pump
by-pass port w/quick connection
2
Belvoir Elementary
200
2568PS W NC 33
yes
Generator
transfer switch
portable
•
submersible
By-pass pump
by-pass port w/quick connection
3
Bethel - East
180
193 Smith Speir Lane
yes
Generator
automatic transfer switch
permenant
submersible
By-pass pump
by-pass port w/quick connection
portable
4
Bethel - Headworks
940
3965 Creek Bank Rd
yes
Generator
automatic transfer switch
permenant
submersible
By-pass pump
by-pass port w/quick connection
portable
5
Bethel - North
180
310 West Andrews Street
yes
Generator
automatic transfer switch
permenant
submersible
By-pass pump
—
by-pass port w/quick connection
portable
6
Bethel - West
180
507 W. Washington Street
yes
Generator
automatic transfer switch
permenant
submersible
By-pass pump
—
by-pass port w/quick connection
portable
7
Bradford Creek
345
4831PS Old Pactolus Rd.
yes
Generator
transfer switch
portable
•
submersible
By-pass pump
—
by-pass port w/quick connection
8
Brook Valley
1500
290PS York Rd.
yes
Generator
transfer switch
portable
submersible
By-pass pump
Natural Gas Driven Dri-Prime
Permenant
9
Brookhaven
240
125PS Briley Road
yes
Generator
transfer switch
portable
submersible
By-pass pump
by-pass port w/quick connection
10
Candlewick
350
4243 Stantonsburg Rd
yes
Generator
transfer switch
portable
submersible
By-pass pump
—
Natural Gas Driven Dri-Prime
Permenant
11
Chicod School
180
7557 NC Hwy 43 S
yes
Generator
automatic transfer switch
permenant
—
submersible
By-pass pump
by-pass port w/quick connection
portable
12
D. H. Conley
120
2006PS Worthington Road
yes
Generator
transfer switch
portable
submersible
By-pass pump
Natural Gas Driven Dri-Prime
Permenant

GREENVILLE UTILITIES COMMISSION
WASTEWATER COLLECTIONS SYSTEM PERMIT
JUNE 2021
GREENVILLE UTILITIES PUMP STATIONS
PUMP STATION
Capacity (GPM)
Physical Location
Pump Reliability
(yes/no)
RELIABILITY
Number
Name
Type
Source
Connection
Portable/Permanent
13
Darrell Drive
410
703PS Darrell Drive
yes
Generator
transfer switch
portable
submersible
By-pass pump
—
by-pass port w/quick connection
14
Engineering/Operation
s Center
340
889 Rock Springs Road
yes
Generator
transfer switch
portable
submersible
— —
By-pass pump
Natural Gas Driven Dri-Prime
Permenant
15
Farrington
330
1211PS Trafalgar Dr.
yes
Generator
transfer switch
portable
submersible
By-pass pump
by-pass port w/quick connection
16
Fork Swamp Regional
4513
4698PS Corey Road
yes
Generator
automatic transfer switch
permanent
wet pit/dry pit
By-pass pump
by-pass port w/quick connection
portable
17
Forlines
490
354PS Forlines Road
yes
Generator
transfer switch
portable
submersible
By-pass pump
—
by-pass port w/quick connection
18
Frog Level
330
3925PS Frog Level Road
yes
Generator
transfer switch
portable
submersible
By-pass pump
by-pass port w/quick connection
19
Green Mill Run
3685
430PS West Arlington Blvd.
yes
Generator
automatic transfer switch
permanent
wet pit/dry pit
Gravity Flow
Diversion Box Structure
20
Hillsdale
180
1100PS Dorothy Ln.
yes
Generator
transfer switch
portable
submersible
By-pass pump
by-pass port w/quick connection
21
Hope
86
i
2995 PS Mills Rd
yes
Generator
transfer switch
portable
submersible
By-pass pump
Natural Gas Driven Dri-Prime
Permenant
22
Howell's Child Care
187
400PS Sean Drive
yes
Generator
transfer switch
portable
submersible
By-pass pump
—
by-pass port w/quick connection
23
Indian Wells
327
2685 Ivy Road
yes
Generator
automatic transfer switch
permanent
submersible
By-pass pump
by-pass port w/quick connection
—
portable

GREENVILLE UTILITIES COMMISSION
WASTEWATER COLLECTIONS SYSTEM PERMIT
JUNE 2021
GREENVILLE UTILITIES PUMP STATIONS
PUMP STATION
Capacity (GPM)
Physical Location
Pump Reliability
(yes/no)
RELIABILITY
Number
Name
Type
Source
Connection
Portable/Permanent
24
Industrial Park
3750
986PS Staton Rd.
yes
Generator
automatic transfer switch
permanent
•
wet pit/dry pit
Gravity Flow
Diversion Box Structure
25
Ironwood
494
200PS Golf Club Wynd
yes
Generator
transfer switch
portable
submersible
By-pass pump
by-pass port w/quick connection
26
Lakeview
450
4399 Sapphire Court
yes
Generator
transfer switch
portable
submersible
By-pass pump
by-pass port w/quick connection
27
North Pitt
187
5659PS NC Highway 11 N
yes
Generator
transfer switch
portable
submersible
By-pass pump
Propane Driven Dri-Prime
permenant
28
North River
300
820PS W. Belvoir Rd.
yes
Generator
transfer switch
portable
submersible
By-pass pump
by-pass port w/o quick connection
29
Northside
5800
1890PS Pactolus Highway
yes
Generator
automatic transfer switch
permanent
wet pit/dry pit
By-pass pump
by-pass port w/ quick connection
portable
30
Oakgrove
330
106PS Glenda St.
yes
Generator
transfer switch
portable
submersible
By-pass pump
by-pass port w/quick connection
31
Pactolus School
180
3377 Yankee Hall Road
yes
Generator
automatic transfer switch
permanent
submersible
By-pass pump
by-pass port w/quick connection
portable
32
River Hills
220
4361 E 10th Street Unit PS
yes
Generator
automatic transfer switch
permanent
submersible
By-pass pump
by-pass port w/quick connection
portable
33
South Square #1
100
4054PS S. Memorial Dr.
yes
Generator
transfer switch
portable
•
submersible
By-pass pump
—
by-pass port w/quick connection
34
South Square #3
230
599PS Chapman Rd.
yes
Generator
transfer switch
portable
submersible
By-pass pump
by-pass port w/quick connection
35
Southside I
4200
2875PS Cemetary Road
yes
Generator
automatic transfer switch
permanent
wet pit/dry pit
—
By-pass pump
by-pass port w/quick connection
—
portable

GREENVILLE UTILITIES COMMISSION
WASTEWATER COLLECTIONS SYSTEM PERMIT
JUNE 2021
GREENVILLE UTILITIES PUMP STATIONS
PUMP STATION
Capacity (GPM)
Physical Location
Pump Reliability
(yes/no)
RELIABILITY
Number
Name
Type
Source
Connection
Portable/Permanent
36
Southside II
9200
2875PS Cemetary Road
yes
Engine Drives
right-angle drive Murphy control panel
permanent
wet pit/dry pit
By-pass pump
— —
by-pass port w/quick connection
portable
37
Sterling Pointe
3920
3929PS Sterling Pointe Dr.
yes
Generator
automatic transfer switch
permanent
wet pit/dry pit
—
By-pass pump
by-pass port w/quick connection
—
portable
38
Stokes School
180
3073 Tyson Street , Stokes NC
yes
Generator
automatic transfer switch
permanent
submersible
By-pass pump
by-pass port w/quick connection
portable
39
Westhaven
250
504PS Westhaven Rd.
yes
Generator
transfer switch
portable
above ground lift
By-pass pump
by-pass port w/o quick connection
40
Westside
2225
2760 W. 5th Street
yes
Generator
automatic transfer switch
permanent
wet pit/dry pit
By-pass pump
by-pass port w/quick connection
portable
41
Windsor
390
4498PS County Home Rd.
yes
Generator
transfer switch
portable
submersible
By-pass pump
— —
by-pass port w/quick connection
42
Winslow East
760
3700PS North Campus Dr
yes
Generator
transfer switch
portable
submersible
By-pass pump
by-pass port w/quick connection
43
Wintergreen
118
4720PS County Home Road
yes
Generator
transfer switch
portable
submersible
By-pass pump
by-pass port w/quick connection
44
Woodridge North
180
514PS Cliff Court
yes
Generator
transfer switch
portable
submersible
By-pass pump
by-pass port w/quick connection

Priority Inspection Locations
Number
Location
Manhole Segments
Type of Crossing
Date Inspected
1
Windsor Pump Station
10C 024 to 10C 025
Ditch
2
Meeting Place Subd.
10F 016 to 10F 017
Ditch
3
14th St.
10J 109 to 10J 096
Aerial
4
E. 14th Street
10J-095 to 10J-096
Aerial
5
10th St. (behind Cypress Gardens)
10K 008 to 10K 013
Aerial
6
E. 10th St.
10K 026 to 10K 029
Aerial
7
10th St.
10K 044 to 10K 046
Aerial
8
Outfall along Jefferson Dr.
10K 048 to 10J 019
Streambank
9
Maplewood Court
10K 093 to 10K 083
Aerial
10
Eric Court
10K 094 to 10K 095
Ditch
11
Long Meadow Rd.
10K 113 to 10K 119
Aerial
12
Long Meadow Rd.
10K 126 to 10K 128
Aerial
13
College View Apts.
10L 063 to 10L 065
Aerial
14
Heath St.
10L 066 to 10L 067
Aerial
15
College View Apts.
10L 079 to 10L 064
Aerial
16
NC 33 near plant (Mumford Rd. Bridge)
100 007 to 100 008
Ditch
17
Grady White Boats (NEW)
10R 009 to 10R 010
Aerial
18
Grady White Boats (Near Lift Station)
10R 015 to 10R 014
Ditch
19
Industrial Blvd. Behind Lift St. by Grady
White
10R 016 to 10R 033
Ditch
20
Staton Blvd. (Nike Plant)
10R 019 to 9R 036
Ditch
21
264 Eastern Bypass
10R 023 to 10R 031
Ditch
22
264 Eastern Bypass (behind Coke)
10S 003 to 10S 008
Ditch
23
Redbanks Subd.
11F 031 to 11F 058
Ditch
24
Cherry Oaks North
11F 035 to 11 F 020
Ditch
25
Brook Valley (York Road)
11G-008 to 11G-025
Ditch
26
Brook Valley (Oxford Road)
11 H-023 to 11 H-025
Aerial
27
Brook Valley (Westminster Circle)
11 H-105 to 11 H-093
Aerial
28
Cannon Court Apts.
11J 054 to 11J 055
Ditch
29
Eastbrook Apartments
11 J-063 to 11 J-037
Aerial
30
Eastbrook Apartments
11 J-065 to 11 J-063
Ditch
31
Eastbrook Apartments
11J-068 to 11J-067
Aerial
32
Brown Farm (NEW)
11 L 004 to 11 L 005
Ditch
33
Southside Pump Station
11 L 035 to 11 L 036
Ditch
34
Brook Valley (Holly Hills)
12F-002 to 12F-004
Aerial
35
Brook Valley Subd.
12G 066 to 12H 046 to 12J 007
Streambank, Aerial Ditch
36
Brook Valley (Oxford Road)
12H-007 to 12H-005
Aerial
37
Copper Beech
12J 105 to 12J 106
Ditch
38
University Manor
12J-068 to 12J-004
Aerial
39
River Bluff
12K-002 to 12K-003
Ditch
40
River Bluff
12K-023 to 12J-013
Aerial
41
Syme Circle
13J-027 to 13J-026
Ditch
42
Deveron St.
15M 031 to 15M 031
Ditch
43
1213 Teakwood Drive
2G 037 to 2G 040
Ditch
44
Laurel Ridge Drive
2G 045 to 2G 046
Ditch
45
Valley Lane added 12/31/2008
3B 020 to 3B 021
Ditch
46
Hampton Creek added 12/31/2008
3B 061 to 3B 062
Ditch
47
Darrell Drive PS
3D 034 to 3D 062
Ditch
48
Allen Road
3H 008 to 3H 009
Ditch
49
Allen Rd.
3K 006 to 4K 001
Ditch
50
North of Forlines PS
4A 008 to 4A 009
Ditch
51
Woodridge North
4B 002 to 4B 009
Ditch
52
Thomas Langston Rd.
4D 013 to 4D 014
Ditch
53
Thomas Langston Road
4D 112 to 4D 113
Ditch
54
Williams Rd.
4F 004 to 4F 005
Aerial
55
Tyson Farms added 12/31/2008
4F 012 to 4G 037
Ditch
56
Greenville Blvd. (Family Dollar @ Red Oak)
4F 084 to 4F 016
Ditch
57
Medford Pointe (at outfall)
4H 019 to 4H 055
Aerial
58
Westside 4 Outfall (south of Kesee Drive)
4H 024 to 4H 025
Aerial
59
Westside 4 Outfall (south of Kesee Drive)
4H 029 to 4H 030
Aerial
60
Allenton Estates added 12/31/2008
4K 004 to 4K 054
Ditch
61
Forest Glen Apts.
4L 010 to 4L 017
Ditch
62
B's Barbeque Rd. and NC 43
4M 016 to 4M 018
Ditch
63
B's Barbeque Rd.
4N 012 to 4M 011
Ditch
64
Sterling Pointe PS (force main)
5C
Ditch
65
South Haven Apts.
5C 024 to 5C 026
Ditch
66
Patton Circle
5C 030 to 5C 001
Ditch
6/24/2021
Page 1
Priority Inspection Locations 2021

Priority Inspection Locations
Number
Location
Manhole Segments
Type of Crossing
Date Inspected
67
PCC Bowen Farm
5C 035 to 5C 077
Ditch
68
Sterling Pointe
5C 036 TO 5C 037
Ditch
69
Sterling Pointe
5C 088 to 5C 089
Ditch
70
Star Hill Farm Subd.
5F 002 to 5F 152
Ditch
71
Greenville Country Club (NEW)
5F 017 to 5G 011
Aerial
72
Star Hill Farm Subd.
5F 152 to 5G 038
Aerial
73
Dansey Rd.
5H 015 to 5H 016
Ditch
74
Tripp St.
5H 028 to 5H 025
Ditch
75
Lake Ellsworth
5H 036 to 6H 028
Ditch
76
Westside 4 Outfall (south of Ellsworth Drive)
5H 047 to 5H 048
Aerial
77
McGregor Down Rd.
5L 006 to 5L 007
Ditch
78
Beasley Dr (NEW)
5L 008 to 5L 009
Aerial
79
Beasley Dr. Stanton Sq. Behind Food Lion
5L 024 to 5L 023
Ditch
80
The Heritage
5M 024 to 5M 078
Aerial
81
NC 43 North (NEW)
5M 031 to 5M 032
Aerial
82
Memorial Dr./Peed Dr. (NEW)
6F 025 to 6F 026
Aerial
83
Cortland Rd.
6G 013 to 6G 011
Ditch
84
Greenville Country Club
6G 018 to 6G 001
Ditch
85
Greenville Country Club
6G 022 to 6G 021
Ditch
86
Meridian Park
6H 030 to 6H 029
Ditch
87
Millbrook St.
6H 058 to 6H 070
Aerial
88
Ridge Place
6H 060 to 6H 059
Aerial
89
Greenville Country Club (NEW)
6H 062 to 6G002
Aerial
90
Memorial Dr.
6H 062 to 6H 063
Aerial
91
Carolina Dairies
6H 068 to 6H 049
Aerial
92
Treybrooke
6M 002 to 6M 003
Aerial
93
Westside Pump Sta.
6M 004 to 6M 005
Aerial
94
Fork Swamp Pump Sta. (White Oak)
7D 025 to 7D 015
Ditch
95
Baywood Lane
7E 103 to 7E 099 to 7E 049
Ditch
96
Evans Street
7E-053 to 7E-071
Aerial
97
Evans Street
7E-054 to 7E-053
Ditch
98
Sterling Pointe PS (force main at trestle)
7H
Ditch
99
Evans and Commerce
7H 006 to 7H 031
Aerial
100
Evans Street
7H 008 to 7J 087
Ditch
101
Arlington Blvd. Tennis Cntr.- Evans Park
7H 017 to 7H 019
Ditch
102
Lakewood Dr.
7H 029 to 7H 038
Ditch
103
Evans St.
7J 086 to 8J 045
Aerial
104
Evans and Arlington
7J 087 to 7H 008
Ditch
105
Karastan Plant (Dickinson Ave.)
7K 059 to 7K 066
Aerial
106
Karastan Plant
7K-063 to 7K-064
Aerial
107
S. Pitt Street
7K-086 to 8K-102
108
Fairfax Ave.
7M 005 to 7M 006
Ditch
109
Fairfax Ave.
7M 012 to 7M 014
Ditch
110
Fairfax Ave.
7M 014 to 7M 015
Ditch
111
Hillsdale Subd.
7Q Force Main @ pump station
Ditch
112
Greystone MHP
8B 026 to 8B 027
Ditch
113
Irish Creek added 12/31/2008
8B 040 to 8B 085
Ditch
114
Fire Tower Rd.
8C 006 to 8C 007
Ditch
115
Fire Tower Rd. (Treetops)
8C 013 to 8C 014
Ditch
116
Fire Tower Rd. (The Oaks)
8C 023 to 8C 059
Ditch
117
Fire Tower Rd.
8D 049 to 8D 050
Ditch
118
Canterbury Rd. (whole line)
8J 015 to 8J 021
Aerial
119
Evans St.
8J 015 to 8J 028
Aerial
120
Evans St.
8J 015 to 8J 028
Aerial
121
Evans St.
8J 046 to 8J 047
Aerial
122
Evans St.
8J 074 to 8K 139
Aerial
123
Tenth St.
8K 032 to 8K 035
Aerial
124
Charles Blvd.
8K 130 to 8K 116
Aerial
125
W. 14th Street
8K-090 to 8K-075
126
New St.
8M 002 to 8M 003
Aerial
127
Town Commons
8M 024 to 8M 025
Aerial
128
Northside Outfall (Behind Trade Mart)
8N 015 to 8N 016
Ditch
129
North Pitt St.
8P 015 to 8P 012
Aerial
130
Van Dyke St.
8P 036 to 8P 034
Aerial
131
Ashton Dr.
8R 021 to 8R 015
Ditch
132
Summer Haven Dr.
9D 006 to 9D 013
Ditch
133
Belle Meade Dr.
9D 009 to 9D 039
Ditch
6/24/2021
Page 2
Priority Inspection Locations 2021

Priority Inspection Locations
Number
Location
Manhole Segments
Type of Crossing
Date Inspected
134
Fire Tower Rd.
9E 026 to 9E 027
Ditch
135
Tower Village
9E 029 to 9E 026
Ditch
136
Tower Circle
9E 030 to 9D 018
Ditch
137
County Home Rd.
9E 033 to 9E 051
Ditch
138
County Home Rd.
9E 034 to 9E 032
Ditch
139
Arlington Pump Sta. Wimbledon Dr.
9F 045 to 9F 044
Ditch
140
Hooker Memorial Church
9H 028 to 9J 091
Ditch
141
Brook Dr.
9H 054 to 9H 059
Aerial
142
Long Meadow Rd.
9J 012 to 9J 009
Ditch
143
Dalebrook Circle
9J 013 to 9J 029
Ditch
144
Overlook Dr.
9J 054 to 9J 053
Aerial
145
Crestwood Dr.
9J 094 to 9J 098
Ditch
146
Elm St.
9K 039 to 9K 038
Ditch
147
Elm St.
9K 057 to 9K 055
Ditch
148
Long Meadow Rd.
9K 098 to 10K 126
Aerial
149
Northside Outfall (Parkers Creek)
9N 005 to 9N 006
Ditch
150
NC 33 near plant
90 022 to 90 023
Ditch
151
Behind Operations Center
9P 011 to 9P 012
Ditch
152
Powell St.
9P 019 to 9P 017
Ditch
153
Mills St.
9P 021 to 9P 018
Ditch
154
Staton Blvd. (NEW)
9R 004 to 9R 003
Ditch
155
Staton Court (Fire/Rescue side)
9R 020 to 9R 019
Ditch
156
Staton Court
9R 031 to 9R 035
Ditch
157
NC 11
9S 005 to 9S 007
Ditch
158
264 North (NEW)
9S 007 to 9S 008
Aerial
159
264N (DSM - United Dr.)
9S 015 to 9S 016
Ditch
160
264N (United Dr.)
9S 019 to 9S 017
Ditch
161
NC 11 (force main)
9T 021 to 9T 004
Ditch
162
Frog Level Road
J24 004 to J24 003
Ditch
163
Sebring Drive
J24 008 to J24 023
Ditch
164
Field & Stream added 12/31/2008
J24-023 to J24-008
Ditch
165
Forlines Road at Bridge
K25 001 to K25 002
Ditch
166
River Hills PS
P21-005 to P21-002
Ditch
167
Old Pactolus Road (Force Main at Bridge)
R18
Ditch
168
Davenport Store Road (Force Main at PS)
T18
Ditch
169
Brighton Park (near Paladin Dr.)
Check several MH in area
Installed below minimum grade
170
East Brook Appt.
11 J-069 to 11 J-067
Ditch
171
Planters Walk
11 G-119 to 11G-161
Ditch
172
Brook Valley
12J-011 to 12J-012
Aerial
173
Brook Valley
12J-008 to 12J-007
Aerial
174
Brook Valley
11 H-014 to 11H-016
Ditch
175
Brook Valley
11 H-013 to 11 H-050
Ditch
176
Brook Valley / Kent Rd
12J-045 to 12J-046
Ditch
177
Spring Forest Rd
4K-033 to 4K-043
Ditch
178
Old Stock Yard
8R-005 to Dead End
Ditch
179
New Fed EX Building
10Q-014 to 10R-011
Ditch
180
Spring Forest Rd
5J-008 to 5J-116
Ditch
181
Perkins St
7K-067 to 7K-066
Ditch
182
Cambria Drive
4H-055 to 4H-054
Dicth
183
Arlington Blvd.
6J-082 to 6J-117
Ditch
184
Spring Road
4K-033 to 4K-043
Ditch
185
Parkers Creek (Near Coke Bld)
10Q-014 to 10R-011
Creek
186
Oxford Road
12J-006 to 12J-007
Ditch
187
Oxford Road
12J-006 to 12J-005
Ditch
188
Brook Valley (Near Railroad)
11 H-022 to 11 H-025
Ditch
189
Eastbrook Apartments
11 L 037 to 11 J-063
Ditch
190
Eastbrook Apartments
11 J-069 to 11 J-070
Ditch
191
Eastbrook Apartments
11J-079 to 11J-072
Ditch
192
Ms. Paul Lane
4F-013 to 4F-014
Ditch
193
Alice Drive
5F-152 to 5F-006
Ditch
194
B's Barbeque Rd
4N-013 to 4M-014
Ditch
195
B's Barbeque Rd
4M-014 to 4M-015
Ditch
196
Dickinson Ave
5H-016 to 5H-019
Above
197
Dickinson Ave
6J-026 to 6J-025
Ditch
198
W.H. Smith Blvd
5K-100 to 5K-105
Ditch
199
Martin Luther Kind Jr. Hwy
11 R-006 to 11 R-005
Ditch
200
Eastbend Drive
P21-020 to P21-030
Ditch
6/24/2021
Page 3
Priority Inspection Locations 2021

Priority Inspection Locations
Number
Location
Manhole Segments
Type of Crossing
Date Inspected
201
Eastbend Drive
P21-016 to P21-015
Ditch
202
Eastbend Drive
P21-015 to P21-014
Ditch
203
Fork Swamp Regional
M24-001 to N24-042
Ditch
204
South Lea Dr
8B-061 to 8B-030
Ditch
205
South Lea Dr
8B-030 to 9C-008
Ditch
206
South Lea Dr
8B-029 to 8B-030
Ditch
207
Bethel - Quail Ridge
B-10 - B-11
Ditch
6/24/2021 Page 4 Priority Inspection Locations 2021

120 The Management Budget 2021-2022 I Capital Projects
Five -Year Spending Plan: Wastewater
Capital Project
2022 2023 2024 2025 2026
5-Year
Spending
SCP10223: Regional Pumpstation Upgrades
$645,199
$645,199
SCP10229: Greene Street Pump Station and Force
Main
2,029,171
2,029,171
SCP10230: Forlines Pump Station Expansion 2,000,000
2,000,000
SCP10233 : WWTP Headworks Improvements 1,750,000 500,000
2,250,000
SCP10238 :WWTP Clarifier Replacement 500,000 4,000,000 2,850,000
7,350,000
Bethel Wastewater System Improvements 424,000 3,000,000
3,424,000
Elm Street Sewer Pipeline Relocations
25,000 150,000 150,000
325,000
SCP10221: Southeast Area Sewer Extension
2,000,000 693,891
2,693,891
SCP10222 : SewerOutfall Rehabilitation Phase 4 1,500,000
1,500,000
Sewer System Extensions Phase I 1,400,000 1,844,000
3,244,000
Sewer System Improvements for Industry and
Commercial
426,000 230,000
656,000
Total Capital Projects
$12,054,171 $11,063,090 $3,000,000
- $26,117,261
Capital Outlay
$1,552,330 $1,597,817 $1,644,646 $1,692,859 $1,726,716 $8,214,368
Total Capital
$13,606,501 $12,660,907 $4,644,646 $1,692,859 $1,726,716 $34,331,629
Funding Source
2022 2023 2024 2025 2026
5-Year
Spending
Pay Go
$1,552,330 $1,597,817 $1,644,646 $1,692,859 $1,726,716 $8,214,368
Transfers
Acreage or Capacity Fees
3,055,136
3,055,136
Fund Balance
4,300,035 2,413,090
6,713,125
Revenue Bonds
3,775,000 1,800,000 3,000,000
8,575,000
SRF/Installment Loans
Grants or Contributions
924,000 6,850,000
7,774,000
Total Funding Sources $13,606,501 $12,660,907 $4,644,646 $1,692,859 $1,726,716 $34,331,629
% Paid Pay Go/operating Transfers
65.47% 31.68% 35.41% 100.00% 100.00% 52.38%
% Paid from Bonds and Loans
27.74% 14.22% 64.59%
24.98%
% Paid from Grants
6.79% 54.10%
22.64%
%Total
100.00% 100.00% 100.00% 100.00% 100.00% 100.00%
FiscalYear2021-2022 Budget • Greenville Utilities Commission of the City of Greenville, NC

sa3.1nosab JOWM
Water Resources
Fiscal Year 2021-2022 Budget
The Water Resources Department is dedicated to providing adequate, safe
drinking water and wastewater treatment in order to protect public health/
environment, meet regulations and accommodate growth.

The Management Budget 2021-2022 I Water Resources Program Summary 77
Water Resources Program Summary
Water Resources Function: Water/Wastewater Operations
The Water Resources Department performs all the work
necessary for planning, engineering, construction, operation
and maintenance as well as capital improvements of both the
water system and the wastewater system. The water system
includes a Water Treatment Plant and deep wells, elevated
tanks, transmission and distribution mains and services.
The wastewater system includes sewer mains and services,
outfalls, pumping stations, and a Wastewater Treatment
Plant. The in-house engineering staff provides planning,
design, project administration and construction inspection
services for installation of new mains, services and general
system improvements as well as plan review, permitting
and construction inspection services for private developer
projects. Outside consulting engineers are used for system
studies and master planning, major water and wastewater
extension and rehabilitation projects, and for new plant
construction projects.
Installation of water and wastewater services from existing
mains and limited installation of new mains is performed
byGUC crews. Most major extensions into subdivision
developments, as well as major outfall lines and pumping
stations, are provided through outside contractors under
contract with developers or the Commission.
The WaterTreatment Plant section operates the treatment plant
and deep wells, monitors the distribution system waterquality,
and maintains all facilities forthe plant and otherassigned
utilities properties.
The Wastewater Treatment Plant section performs the plant
operations and provides forthe maintenance of all remote
wastewater pumping stations for the plant and other assigned
utilities properties.
The Distribution and Collections section provides maintenance
of all water and sewer mains and services throughout the water
and wastewatersystems and installs new customerservice
connections on the existing systems.
FiscalYear 2021-2022 Budget • Greenville Utilities Commission of the City of Greenville, NC

78 The Management Budget 2021-2022 I Water Resources Personnel Summary
Water Resources Personnel Summary
Position Title Position Grade Current Allocation Requested Allocation Approved
Director of Water Resources Office
Director of Water Resources
125
1
Assistant Director of Water Resources
123 1
1
Water Quality Manager
Admin. Assistant, Senior Admin. Assistant
122 1
111,112 1
1
1
Staff Support Specialist 1,11,111
Customer Records Clerk
105,107,108 1
106 1
1
1
Engineering
Water Resources Construction/Contracts Engineer
Water Resources Systems Engineer
Water Resources Engineering Support Manager
Water Resources Engineer I, II
Water Resources Engineering Coordinator
Water Resources SCADA Network Coordinator
122 1
122 1
1
1
118,120 1 1
Engineering Assistant 1, 11
Environmental Control Officer
111,114 3 3
Construction Inspector 1,11
111,113 3 3
Water Plant
Water Plant Superintendent 119 1 1
Chemist 118 1 1
WTP Operations Coordinator 117 1 1
WTP Chief of Maintenance 117 1 1
Water Plant Lead Operator
Water Resources Instrumentation/Maint. Crew Leader
Water Resources Instrumentation Technician 1,11
WTP Laboratory Technician 1, 11
Water Plant Operator 1,11, Ill
WTP Maintenance Mechanic 1,11, III
114 3 3
116 1 1 2
113,115 2 (1) 1
111,113 4 4
109,111,113 8 8
109,112,115 3 3
Distribution System Water QualityTech. Crew Leader
Distribution System Water QualityTechnician 1,11
114 0 1 1
109,111 2 (1) 1
Wastewater Plant
Wastewater Plant Superintendent 119 1 1
Environmental Compliance Coordinator 118 1 1
WWTP Operations Coordinator 117 1 1
WWTP Chief of Maintenance 117 1 1
Pump Station Maintenance Crew Leader
WWTP Maintenance Crew Leader
116 2 (2) 0
116 1 2 3
WWTP Maintenance IC&ECrew Leader 116 1 1
WWTP Lead Operator 114 1 1
WWTP Maintenance Electrician
114 2 (2) 0
WWTP Inventory& Parts Coordinator 114 1 1
Industrial Pretreatment Specialist 113 1 1
WWTP Maint. Instrumentation and Electrician Tech. 1,11,111
113,114,115 0 3 3
Water Resources Instrumentation Technician 1,11
113,115 1 (1) 0
WWTP Laboratory Technician 1,11 111,113 2 2
Wastewater Plant Operator 1,11, Ill
WWTP Maintenance Mechanic 1,11, III
109,111,113 10 10
109,112,115 4 4
FiscalYear2021-2022 Budget • Greenville Utilities Commission of the City of Greenville, NC

The Management Budget 2021-2022 I Water Resources Personnel Summary 79
Water Resources Personnel Summary
Position Title
Position Grade Current Allocation Requested Allocation Approved
0/M Water/Sewer System
Water Resources Systems Superintendent
Water Resources Systems Supervisor
119
1
118 3
1
3
Water Resources Pipe Crew Leader I, I I
I/1 Inspections Crew Leader
Water Resources Systems Maint. Crew Leader
Equipment Operator I I I, IV, V
Pipe Layer I,11, III
114,116 5
114 1
114 8
107,109,111 10
105,107,108 20
5
1
8
10
20
Total
124 0 124
FiscalYear2021-2022 Budget • Greenville Utilities Commission of the City of Greenville, NC

88 The Management Budget 2021-2022 I SewerAccounts
Sewer Accounts
Account Account Description Budget
501 501 - SewerAdministration I Fund Type 1- operations I Activity 000 - General
Operations
50101 Regular Salaries
$243,716
50103 Overtime Salaries
$500
50106 Salaries PT- Perm
$15,404
50107 Longevity Pay
$4,015
50108 Sick Leave Incentive Pay
$1,606
50109 Car Allowances
$4,140
51011 FICATaxes
$20,608
51012 Retirement Expense
$30,500
51013 Deferred Comp (401k)
$3,120
51101 Group Health Ins
$13,330
51102 Group Life Ins
$549
51103 Group Dental Ins
$698
60106 Dues
$25,000
Permit fees-AWWA-NC Urban -professional org-and certification renewals 25,000
60107 Subscriptions $1,500
60114 Licenses and Fees $500
60201 Office Supplies $3,500
60208 Safety Supplies $8,000
Purchase and maintenance of employee PPE and safety items 8,000
60301 Operating Supplies $600
60452 Communication Services - Wireless
$40,000
Mobile voice and -or data services 40,000
60459 Hardware $650
60601 ManagementTraining $1,500
Training for management and staff 1,500
60602 Staff Training $500
Training for office staff 500
60701 Travel $500
Travel -fees -lodging and subsistence for staff to conferences and meetings -etc 500
60804 Other Contract Services $5,000
Consulting services 5,000
FiscalYear2021-2022 Budget • Greenville Utilities Commission of the City of Greenville, NC

The Management Budget 2021-2022 I SewerAccounts 89
Sewer Accounts
Account Account Description Budget
501- Sewer Administration I Fund Type 1- operations I Activity 000 - General I Total
$425,436
501- SewerAdministration I Total
$425,436
502- Sewer Engineering Office I Fund Type 1 - Operations I Activity 000 - General
50101 Regular Salaries
502
$526,763 Operations
50107 Longevity Pay
$1,645
50108 Sick Leave Incentive Pay
$2,639
50109 CarAllowances
$6,210
51011 FICATaxes
$41,101
51012 Retirement Expense
$60,893
51013 Deferred Comp (401k)
$6,760
51101 Group Health Ins
$28,810
51102 Group Life Ins
$1,186
51103 Group Dental Ins $1,508
60201 Office Supplies $3,000
Day-to-day supplies 3,000
60301 Operating Supplies $5,000
60405 M & R Radios $500
60459 Hardware $7,500
PCs-Laptops-iPads-Monitors-Printers and Etc. 7,500
60602 Staff Training $10,000
Engineering training for various classes 10,000
60701 Travel $150
60804 Other Contract Services $1,500
60810 Software Maintenance and Subscriptions
$62,750
502- Sewer Engineering Office I Fund Type 1- operations I Activity 000 - General I Total $767,915
502 - Sewer Engineering Office I Total $767,915
503- Sewer System I Fund Type 1 - Operations I Activity 000 - General
503
50101 Regular Salaries $996,437 Operations
50102 Allocated Salaries $(815,500)
FiscalYear2021-2022 Budget • Greenville Utilities Commission of the City of Greenville, NC

90 The Management Budget 2021-2022 I SewerAccounts
Sewer Accounts
Account Account Description Budget
50103 Overtime Salaries
$77,000
50104 Stand-by Salaries
$24,500
50108 Sick Leave Incentive Pay
$3,074
50901 Project Labor
$710,000
50902 Project Labor-OT
$27,000
51011 FICATaxes
$84,228
51012 Retirement Expense
$125,056
51013 Deferred Comp (401k)
$20,800
51101 Group Health Ins
$213,280
51102 Group Life Ins
$2,242
51103 Group Dental Ins
$11,160
51501 Capitalized Fringes
$(29,830)
60111 Customer Reimbursements $10,000
60301 Operating Supplies $500,000
Expenses in the operation and maintenance of the entire system 500,000
60314 Small Tools $20,000
Cost includes the purchase and repair of small tools for operating the system 20,000
60459 Hardware $10,500
60602 Staff Training $7,000
Technical -safety -and management training for staff 7,000
60701 Travel $800
Travel -fees -lodging and subsistence for staff to conferences and meetings -etc 800
60804 Other Contract Services $552,500
60807 Street Repairs $80,000
Roadway replacement -repair by city or contractor 80,000
62106 Equipment - MiscLight $8,600
L 503- Sewer System I FundType 1- operations I Activity 000 - General I Total
$2,638,847
503 503- Sewer System I Fund Type 5 - Capital I Activity135 - Distribution Mains
Capital
50901 Project Labor $7,500
51501 Capitalized Fringes $2,850
60301 Operating Supplies $2,500
Fiscal Year 2021-2022 Budget • Greenville Utilities Commission of the City of Greenville, NC

The Management Budget 2021-2022 I SewerAccounts 91
Sewer Accounts
Account Account Description Budget
60804 Other Contract Services
$100,000
503- Sewer System I Fund Type 5 - Capital I Activity135 - Distribution Mains I Total
$112,850
503- Sewer System I Fund Type 5 - Capital I Activity136 - Distribution Services
50901 Project Labor
$67,500
50902 Project Labor-OT
$3,500
51501 Capitalized Fringes
$26,980
60301 Operating Supplies
$10,000
60804 Other Contract Services
$67,500
Contract services (including roadway repair and debris disposal) 67,500
503- Sewer System I Fund Type 5 - Capital I Activity136 - Distribution Services I Total
$175,480
503- Sewer System I Fund Type 5 - Capital I Activity 263- Equipment -Heavy
62105 Equipment - MiscHeavy $199,000
503- Sewer System I Fund Type 5 - Capital I Activity 263- Equipment -Heavy I Total
$199,000
503- Sewer System I Fund Type 5 - Capital I Activity 264- Equipment -Light
62106 Equipment - Misc Light $38,000
503- Sewer System I Fund Type 5 - Capital I Activity 264- Equipment -Light I Total
$38,000
503- Sewer System I Fund Type 5 - Capital I Activity 266-Vehicles
62102 Trucks Light < 1 Ton $35,000
62104 Trucks Heavy 2 tons and up $450,000
503- Sewer System I Fund Type 5 - Capital I Activity 266-Vehicles I Total
$485,000
503- Sewer System I Fund Type 5 - Capital I Total $1,010,330
503- Sewer System I Total $3,649,177
504 - Sewer Plant I Fund Type 1 - Operations I Activity 000 - General 504
50101 Regular Salaries $2,013,287 Operations
50102 Allocated Salaries $(2,120,001)
50103 Overtime Salaries $100,000
50104 Stand-by Salaries $45,000
FiscalYear2021-2022 Budget • Greenville Utilities Commission of the City of Greenville, NC

92 The Management Budget 2021-2022 I SewerAccounts
Sewer Accounts
Account Account Description Budget
50105 Salaries Temp - Ptime
$39,000
50106 Salaries PT- Perm
$37,386
50107 Longevity Pay
$10,925
50108 Sick Leave Incentive Pay
$6,167
51011 FICATaxes
$172,261
51012 Retirement Expense
$251,332
51013 Deferred Comp (401k)
$31,200
51101 Group Health Ins
$266,600
51102 Group Life Ins
$4,530
51103 Group Dental Ins
$13,950
504 - Sewer Plant I Fund Type 1 - Operations I Activity 000 - General I Total $871,637
504 - Sewer Plant I Fund Type 1 - Operations I Activity 224-SCADA
50901 Project Labor $2,000
504 - Sewer Plant I Fund Type 1 - Operations I Activity 224 - SCADA I Total $2,000
504 - Sewer Plant I Fund Type 1 - Operations I Activity 242- Wastewater Treatment Plant
M
50901 Project Labor $1,050,001
50902 Project Labor-OT $50,000
51202 Employee Activities $1,500
60106 Dues $6,586
60114 Licenses and Fees $2,000
60116 Lease Expense $1,000
60201 Office Supplies $5,000
60301 Operating Supplies $40,000
60302 Lab Supplies $38,000
60303 Chemicals $200,000
60310 Freight $1,000
60313 Nutrient Improvements $25,250
TPBA dues and sampling coalition costs 25,250
FiscalYear2021-2022 Budget • Greenville Utilities Commission of the City of Greenville, NC

The Management Budget 2021-2022 I SewerAccounts 93
Sewer Accounts
Account Account Description Budget
60314 SmallTools
$4,000
60404 M & R Vehicles and Equipment
Maintenance and repair of equipment
$600,000
600,000
60459 Hardware
$17,559
Hardware - General
16,559
Mobile voice and -or data equipment
1,000
60601 ManagementTraining
$190
60602 Staff Training
$25,000
60803 Design & Engineering Services
$15,000
60804 Other Contract Services
$862,112
Consulting services
25,000
Contract biosolids handling 570,000
Contract mowing and vegetation control 24,111
Custodial services 25,000
Grounds maintenance forWWTP 40,000
Laboratory and pretreatment 34,000
Maintenance and repair of peakinggeneratorsystem components 24,000
Permit -program compliance 15,000
SCADA- RTU modifications and screen development 10,000
SCADA software support -programming service agreements 30,000
Specialized technical services and assistance from vendors 50,000
Spoil disposal tipping charge 15,001
60810 Software Maintenance and Subscriptions
$4,739
60901 Utilities $525,000
60902 StormwaterFees $4,973
62107 Safety&HazmatEquipment $7,000
Safety&Hazmat Equipment -General 2,000
Hoist certification 5,000
62108 Shop/Tools Equipment $4,000
62113 Office Furniture and Equipment $5,000
504 - Sewer Plant I Fund Type 1- Operations I Activity 242 - Wastewater Treatment Plant I Total $3,494,910
504 - Sewer Plant I Fund Type 1 - Operations I Activity 244- Pumping Stations
411111.11111111111.11m..-,
50901 Project Labor $1,000,000
50902 Project Labor-OT $18,000
60301 Operating Supplies $13,000
60303 Chemicals $190,000
FiscalYear2021-2022 Budget • Greenville Utilities Commission of the City of Greenville, NC

94 The Management Budget 2021-2022 I SewerAccounts
Sewer Accounts
Account Account Description Budget
60314 Small Tools
$7,000
Cost of small tools used at the WWTP and wastewater pumping stations
7,000
60404 M & R Vehicles and Equipment
Maintenance and repair of equipment
$350,000
350,000
60457 Communication Equipment
$40,000
60602 Staff Training
$20,000
60804 Other Contract Services
$100,001
Hoist certification
5,000
Pump station mowing -weed control refuse pick up FSPS-GMRPS 35,000
Pump stations genset annual service
30,000
SCADA radio telemetry system modifications 10,000
Spoil disposal tipping charge 20,001
60901 Utilities
$400,000
504 - Sewer Plant I FundType 1- operations I Activity 244- Pumping Stations I Total $2,138,001
504 - Sewer Plant I Fund Type 1- 0perations I Total $6,506,548
504 504 - Sewer Plant I Fund Type 5 - Capital I Activity 224-SCADA
Capital
60804 Other Contract Services $150,000
SCADA software support -programming service agreements 150,000
504 - Sewer Plant I Fund Type 5 - Capital I Activity 224-SCADA I Total $150,000
504 - Sewer Plant I Fund Type 5 - Capital I Activity 242- Wastewater Treatment Plant
60313 Nutrient Improvements $60,000
504 - Sewer Plant I Fund Type 5 - Capital I Activity 242- Wastewater Treatment Plant I Total $60,000
504 - Sewer Plant I Fund Type 5 - Capital I Activity 244- Pumping Stations
60404 M & R Vehicles and Equipment $250,000
504 - Sewer Plant I Fund Type 5 - Capital I Activity 244- Pumping Stations I Total $250,000
504 - Sewer Plant I Fund Type 5 - Capital I Activity 266-Vehicles
62101 Automobiles, Vans, SUV's $82,000
504 - Sewer Plant I Fund Type 5 - Capital I Activity 266-Vehicles I Total $82,000
504-SewerPlant I FundType5-Capital I Total $542,000
504 - Sewer Plant I Total $7,048,548
FiscalYear2021-2022 Budget • Greenville Utilities Commission of the City of Greenville, NC

The Management Budget 2021-2022 I SewerAccounts 95
Sewer Accounts
Account Account Description Budget
500 - Sewer Department By Fund Type
Fund 1-Operations
Fund 5-Capital
$10,338,746
1,552,330
500 - Sewer Department Grand Total
$11,891,076
FiscalYear2021-2022 Budget • Greenville Utilities Commission of the City of Greenville, NC

COLLECTION SYSTEM COMPLIANCE INFORMATION:
Items in Section VI are addressed in the Collection System Operation, Maintenance and Response Plan
attached.
Item VI — 2: Response Action Plan Page 10
Item VI — 4: Pump Station Contingency Plan Page 14

Collection System
Operation, Maintenance, and
Response Plan
of the
Greenville Utilities Commission
P.O. Box 1847
Greenville, NC 27835
Note: All questions regarding this WSRP
Should be directed to:
Randall D. Emory, P.E.
Director of Water Resources
[phone]
emoryrd@a,guc.com
Lii
Greenville
Utilities

Contents
Mission Statement 3
Collection System Preventive Maintenance Program Summary 3
Maintaining Logs/Records 3
Equipment/System Malfunction Rates 3
Schedules 4
I/I Evaluation Activities 4
Manhole Inspections 4
Sewer Cleaning Program 5
Hydrogen Sulfide Monitoring and Odor Control 5
Pump Station 0 & M 5
Routine Inspections 5
Maintenance 5
Right -of -Way Maintenance 6
Visual Inspections 6
Spare Parts Inventory 6
Inspection Program Summary 7
External Visual Inspections 7
Internal Visual Inspections 7
Cleaning Program Summary 8
Routine Cleaning 8
Priority Cleaning 8
Cleaning Procedures 8
Routine Cleaning Procedures 8
Priority Cleaning Procedures 8
Cleaning Equipment 9
Ongoing Efforts to Rehabilitate the Collection System 9
Projects Under Construction 9
Projects Under Design 9
Spill Response Procedures 10
Funding 10
Wastewater Overflow Reporting Procedures 10
Response Procedures — Collections 10
Response Procedures — Pump Stations 11
Reporting Requirements 11
Reporting Procedures - during normal hours 8 - 5 Monday through Friday 12
Reporting Procedures - After Hours, Holidays and Weekends 12
*News Media Reporting Requirements 12
IU Greenville
.OA Utilities Collection System Operation, Maintenance Response Plan Page 1

Internal Review Procedures 13
APPENDICIES 15
IU Greenville
LOA Utilities
Collection System Operation, Maintenance Response Plan Page 2

Mission Statement
The two major functions of our Water Resources Department are to provide an adequate,
safe supply of drinking water and to operate an effective wastewater collection and
treatment system. Services provided by this department are essential in protecting the
public health and the environment, meeting regulations and accommodating the orderly
growth of the community.
Collection System Preventive Maintenance Program Summary
Maintaining Logs/Records
Extensive documentation is maintained for all aspects of GUC's wastewater collection
system maintenance program for both preventive maintenance activities and repair
activities.
Preventive maintenance records include the following forms and reports:
Priority Cleaning Locations
Outfall Inspection Report
Priority Lines Inspection Report
Right -of -Way Maintenance Report
Daily Cleaning Report
Monthly Cleaning Report Summary
Priority Cleaning Schedule
Manhole Inspection Report
TV Inspection Report
Pump Station Inspection Report
Pump Station Maintenance Log
In addition to the above preventive maintenance records, records are also maintained for
all maintenance activities performed in response to customer requests for service, repairs,
and system rehabilitation. Those records include:
Sewer Trouble Log
Work Orders — System Repair and Rehabilitation
Equipment/System Malfunction Rates
All pump station maintenance activities are recorded in the enterprise work and asset
management system (EWAM) and categorized by the type of maintenance performed —
preventive, scheduled, or repairs. Equipment malfunction rates can be readily determined
from this data.
pp Greenville
Utilities
Collection System Operation, Maintenance Response Plan Page 3

Gravity sewer system malfunctions, including blockages and system overflows, are
recorded and maintained on file. This data is evaluated regularly to identify chronic
problem areas that might require more frequent maintenance ( e.g., priority cleaning),
further investigation, or corrective action.
Schedules
Schedules are maintained for system cleaning and pump station inspection activities.
Routine cleaning is scheduled to ensure that annual cleaning goals are met. Priority
cleaning is also performed monthly on a predetermined basis.
Pump station inspections are scheduled on a weekly basis using the EWAM system. All
pump stations are inspected routinely once per week. Specific pump station preventive
maintenance activities are performed in accordance with an established schedule for each
task.
I/I Evaluation Activities
Routine I/I evaluation activities include flow monitoring, smoke testing, and visual
inspections (external and internal).
There are currently six (6) flow meters installed within the gravity sewer system that
monitor flow on a long-term basis. Each pump station also reports runtimes to the
SCADA system, which is recorded in a Historian. This data can be used to determine
flow history for each pump station. Data is collected and evaluated regularly for any
unusual variations in flow patterns that might be indicative of significant sources of
extraneous flow.
Smoke testing is used when an area of the system is suspected to be contributing inflow
and/or infiltration. This procedure involves plugging individual line segments and
injecting smoke under pressure into the isolated segment. Any connections to, or defects
within, the system that might allow I/I to enter the system are identified by the escaping
smoke.
External visual inspections and internal TV inspections are also both used routinely to
locate and identify potential sources of I/I. A detailed summary of the GUC Inspection
Program is provided in Section 5.
Manhole Inspections
When either the I&I Inspections crew or a sewer cleaning crew open a sanitary sewer
manhole for the purpose of either closed circuit television inspection or cleaning a
segment of sewer main, the following procedure will take place:
pp Greenville
Utilities
Collection System Operation, Maintenance Response Plan Page 4

The crew leader will fill out all applicable portions of a sanitary sewer manhole
inspection form for each manhole opened and submit the forms daily to the W/S Systems
Supervisor for review and filing purposes. GUC is currently in the process of migrating
the inspection process to the EWAM system.
Sewer Cleaning Program
The GUC sewer cleaning program is composed of two primary types of cleaning —
routine preventive maintenance cleaning and priority cleaning. A detailed summary of
the GUC sewer cleaning program is provided in Section 6.
Hydrogen Sulfide Monitoring and Odor Control
GUC does not currently proactively monitor for hydrogen sulfide except in locations
where odor control facilities are operated.
Pump Station 0 & M
Routine Inspections
All pump stations are inspected at least once per week using the EWAM inspection
software. During the weekly inspection, the pumps, controls, and alarm systems at each
station are checked to ensure proper operation. Any noted problems are scheduled for
repairs as necessary. All pump stations are equipped with SCADA that will
communicate with the plant operations room in the event of abnormal station conditions,
such as high flow, pump failures, etc.
Maintenance
Maintenance performed at pump stations can be categorized as either preventive,
scheduled, or forced (emergency repair).
Work orders for preventive maintenance are issued using the EWAM system. Generation
of preventive maintenance work orders are prompted by elapsed time (i.e., 30, 60, 90
days, etc.) or by elapsed pump run time (i.e., hour meter readings).
Scheduled maintenance is that maintenance which is performed in response to problems
identified during routine inspections or review of daily hour meter readings. Scheduled
maintenance is for non -emergency problems and is typically scheduled to be performed
within a reasonable time frame and so as to not disrupt normal work schedules.
Forced maintenance is maintenance activities that are performed immediately in response
to situations or conditions that cannot wait for scheduled repair.
l p Greenville
Ai Utilities
Collection System Operation, Maintenance Response Plan Page 5

Right -of -Way Maintenance
Sanitary sewer outfall lines are identified on a specific set of sanitary sewer detail maps.
These lines are scheduled for maintenance on a routine frequency with maintenance
being performed by both contract forces and Greenville Utilities personnel.
This maintenance/clearing includes clearing and/or maintaining a 20-foot right-of-way
(10' left and right of center) of all sanitary sewer outfall lines as identified in the current
NCDEQ regulations.
Visual Inspections
A complete set of maps that includes all of the Greenville Utilities sewer lines is kept in
the office area. These lines are highlighted to show the distinction from the sewer lines
that are in the public view.
Beginning at either the upper or lower end of the line, the main is visually
inspected/walked by at least two employees. The employees check each line section and
manhole, noting any sunken areas or holes adjacent to the manholes or over the main
itself. Manholes are inspected noting damaged or missing ring and covers and any other
repairs that may be needed at that specific manhole. Areas inspected after heavy rains
have attention given to washout conditions and changes in stream banks. Special
attention is given to creek and stream crossing as well as all aerial lines and crossing.
Inspections continue until all of the lines have been viewed. Documentation is kept on
any damage or repair work that is necessary. Crews are assigned to do the repairs based
on size or magnitude of the work required.
Spare Parts Inventory
An inventory of spare parts is maintained on -hand for the repair of pumps and associated
electrical and control equipment at pump stations and for the repair of pipes, manholes,
and appurtenances within the collection system. Pumpstation parts are generally stored at
the WWTP Maintenance Warehouse, and system parts are generally stored at the
Operations Center Stores Warehouse. The item number, its description, and the quantity
of each item available in inventory is maintained in a computer based database
pp Greenville
Utilities
Collection System Operation, Maintenance Response Plan Page 6

Inspection Program Summary
The Collection System Inspection Program is comprised of two primary types of
inspection - external visual inspections and internal visual inspections.
External Visual Inspections
This aspect of the inspection program is designed to ensure that all sewer mains, which
are not visible from normal public view, are visually inspected annually for obvious signs
of problems. High priority areas, such as aerial stream crossings, are visually inspected
per DWQ required frequency.
During these inspections, the mains are visually inspected throughout their length. Any
sunken areas over the main or adjacent manholes are noted as are any damages to
manhole rings and covers or other appurtenances. Copies of the "Gravity Sewer
Inspection Report" form and the "Priority Lines Inspection Report" form are attached.
GUC is currently in the process of migrating these inspections and record keeping into
the EWAM system.
Internal Visual Inspections
This aspect of the inspection program is designed to identify structural defects, sources of
infiltration and inflow (I/I), and special needs such as additional cleaning and root
control. Internal visual inspections are accomplished using closed circuit television
inspections of mains and manholes and through visual inspections of manholes.
Internal television inspection is currently performed routinely as a follow-up procedure
after cleaning mains on which an overflow or blockage has occurred and on mains which
have presented problems during cleaning operations. Internal television inspection is also
utilized as a tool in the I/I program. Actual and potential sources of UI are discovered
through routine television inspections of the collection system.
Internal visual inspections of manholes are accomplished as routine part of sewer
cleaning activities. Whenever manholes are accessed by the cleaning crews, a visual
inspection of the manhole is performed and the results documented on the "Manhole
Inspection Report Form" included at the end of this Section. The records and videos of
internal inspections are stored digitally in database (CUES software). GUC is currently
in the process of moving manhole inspections in the EWAM software.
pp Greenville
Utilities
Collection System Operation, Maintenance Response Plan Page 7

Cleaning Program Summary
The Collection System Cleaning Program is composed of two primary types of cleaning
— routine preventive maintenance cleaning and priority cleaning.
Routine Cleaning
This aspect of the program involves routine cleaning of mains, which have not been
previously identified for priority cleaning.
The goal of the routine cleaning program is to clean all gravity sewer mains and
manholes once every ten (10) years, or approximately 10% of the system annually, to
reduce the potential for main blockages.
Priority Cleaning
This aspect of the program is designed to provide additional cleaning of mains, which
have experienced a blockage due to grease or other solids, accumulations. Any main
which experiences a blockage due to grease or other solids accumulation is placed on a
"Priority Cleaning Schedule". Mains on the Priority Cleaning Schedule are cleaned a
minimum of once per year. The goal of the priority cleaning program is to prevent the
recurrence of blockages due to grease or solids accumulations.
Cleaning Procedures
Routine Cleaning Procedures
Routine cleaning is accomplished by systematically cleaning all sewer mains within a
designated area of the system each month. The entire GUC sewer collection system is
mapped referenced to a grid system. Cleaning assignments are made and tracked using
this grid system. Cleaning begins on the upper end of each sewer segment within the
assigned grid and proceeds to that segment's lowest point within that grid.
The identification of the sewer segments cleaned, their lengths, and the number of passes
required by the Jet -Vac to sufficiently clean the main is recorded daily. After review of
the cleaning records, lines requiring extensive cleaning are either earmarked for further
inspection or placed on the priority cleaning schedule.
GUC is currently moving the cleaning planning and record keeping into the EWAM
system.
Priority Cleaning Procedures
Sewer mains identified for priority cleaning are tracked in a database which identifies
each sewer segment, its location, and the calendar month within which the designated
IV Greenville
LOA Utilities
Collection System Operation, Maintenance Response Plan Page 8

segment is to be cleaned. A computer printout of all segments to be cleaned in any given
month is generated at the first of each month. All segments scheduled for cleaning that
month are subsequently cleaned and documented.
GUC is currently migrating the work order generation and record keeping for priority
cleaning into the EWAM system.
Cleaning Equipment
All cleaning is performed using a truck mounted Jetter-Vacuum combination sewer
cleaning machine. Materials are washed from the upstream reaches of each segment to
the downstream manhole using a high-pressure water jet where they are then removed
using the vacuum system.
Ongoing Efforts to Rehabilitate the Collection System
Projects Under Construction
Regional Pumpstation Improvements
Sanitary Sewer Rehabilitation Phase IV
Green Street Pumpstation
Forelines Force Main Upgrade
Projects Under Design
South Elm Street Sewer Relocations
Southeast Area Sewer Improvements
Town of Bethel Wastewater System Improvements
IU Greenville
LOA Utilities
Collection System Operation, Maintenance Response Plan Page 9

Spill Response Procedures
Greenville Utilities Commission will dispatch or have personnel at the site within 120
minutes (2 hours) of first knowledge of any reported wastewater overflow condition for
investigating the situation.
Upon arrival at the reported overflow personnel will assess the situation and call in the
necessary personnel and equipment to eliminate the overflow.
Once the overflow situation is corrected, personnel will begin cleanup. This includes
returning as much of the liquids to the wastewater collection system as possible, removal
of debris, and treatment of the affected area.
Appendix A includes the 24 hour contact list, key personnel, emergency personnel, and
contractor list. The person to be contacted is identified in the "Wastewater Overflow
Reporting Procedures" section and is dependant on the location of the spill (Collections
vs. Pump Station).
Funding
Funding for any necessary emergency repairs is available through the Water Resources
sewer department operating budget.
Wastewater Overflow Reporting Procedures
Response Procedures — Collections
Once the call is received from the dispatcher, the crew leader is to respond to the site as
soon as possible but not later than 120 minutes.
The crew leader should first notify the Water/Sewer Systems Supervisor or in his absence
the W/S Systems Superintendent or the W/S Systems Engineer with information on the
severity of the spill and if additional assistance may be needed..
The crew leader should then attempt to clear the sewer stoppage and contain any spill that
may have occurred.
The W/S Systems Supervisor is to respond to the scene to estimate the volume of the
spill. The crew leader is to clean up the spill and treat the affected area. A solution of
bleach and water at a rate of 1 part bleach to 9 parts water should be used for treatment.
24 Hour Emergency Contact for Collections— In order of contact:
Collections System Supervisor On -Duty
Collections System Superintendent
W/S Systems Engineer
Assistant Director of Water Resources
Director of Water Resources
IU Greenville
LC Utilities
Collection System Operation, Maintenance Response Plan Page 10

Response Procedures — Pump Stations and WWTP
When the WWTP operator receives an alarm from a pump station or internally to the
WWTP, he shall dispatch plant maintenance personnel to check the facility. The
situation must be assessed within a maximum of 120 minutes. Once on -site, plant
maintenance personnel shall notify the WWTP Chief of Maintenance or the WWTP
Superintendent in his absence with an assessment of the spill.
If the problem resides within the pump station, plant maintenance personnel will proceed
to correct the problem.
If the problem cannot be corrected quickly, and an overflow situation is
possible, the plant maintenance person is to set up and implement bypass pumping
equipment. If additional manpower is needed he is to contact the dispatcher for
assistance from Collections Systems personnel.
If the maintenance person responds to the site and it appears not to be a pump station
problem, but rather a problem within the collections system he is to contact the dispatcher
for assistance from collections system personnel (See Response Procedures —
Collections)
24 Hour Emergency Contact for Pump Stations and WWTP— In order of contact:
WWTP Chief of Maintenance
WWTP Operations Coordinator
WWTP Superintendent
Collections System Superintendent
Assistant Director of Water Resources
Director of Water Resources
Reporting Requirements
The following spills must be reported immediately (or within 24 hours of first
knowledge).
Spills that reach surface waters (i.e. any spill that reaches any water already present in a
conveyance, stream, ditch, etc...)
Spills greater than 1,000 gallons on the ground regardless of whether they are contained.
The 1,000 gallon* threshold applies only to spills on the ground that are captured, fully
contained and removed quickly, ensuring that no wastewater reaches surface waters.
*For spills greater than 1,000 gallons see News Media Reporting Requirements
All Spills regardless of size must be recorded on the appropriate form and turned in to
the Superintendent of Water and Sewer Systems!
10 Greenville
Utilities
Collection System Operation, Maintenance Response Plan Page 11

Reporting Procedures - during normal hours 8 - 5 Monday through Friday
Properly fill out all parts of the Sewage Spill Response Evaluation Form.
For Collections System overflows including pump stations contact the Water/Sewer
Systems Supervisor or in his absence the W/S Systems Superintendent or the W/S
Systems Engineer.
For overflows at the Wastewater Treatment Plant during normal commission hours
contact the Wastewater Treatment Plant Superintendent or in his absence the Wastewater
Treatment Plant Chief Operator.
Give the appropriate person (from item 2 or 3) the information from the Sewage Spill
Response Evaluation Form.
The spill will be reported by the individual from either item 2 or 3 above depending upon
the location of the spill to NCDEQ - DWR at 252-946-6481 immediately or within 24
hours of Greenville Utilities Commissions first knowledge of the spill.
The electronic version of the Sewage Spill Response Evaluation Form will then be
completed by the W/S Systems Supervisor and routed for internal review prior to
submitting to NCDEQ-DWR within five (5) working days of the incident.
Turn in your field sketch so that a copy can be attached to the file copy of the Sewage
Spill Response Evaluation Form.
The Sewage Spill Response Evaluation Form shall be turned in no later than 8:00 AM of
the next normal operating day of the Commission.
Reporting Procedures - After Hours, Holidays and Weekends
Properly fill out all parts of the Sewage Spill Response Evaluation Form.
For collections system overflows, including pump stations, contact the on -call W/S
Systems Supervisor or in his absence the W/S Systems Superintendent.
For overflows at the Wastewater Treatment Plant, contact the Wastewater
Treatment Plant Chief Operator or in his absence the Wastewater Treatment Plant
Superintendent.
Give the appropriate person (from item 2 or 3) the information from the Sewage Spill
Response Evaluation Form.
The spill will be reported by the individual from either item 2 or 3 above
depending upon the location of the spill to NCDEQ-DWR at 1-800-858-0368.
The electronic version of the Sewage Spill Response Evaluation Form will then be
completed by the W/S Systems Supervisor and routed for internal review prior to
submitting to NCDENR-DWR within five (5) working days of the incident.
Turn in your field sketch so that a copy can be attached to the file copy of the spill/bypass
report form.
The Sewage Spill Response Evaluation Form shall be turned in no later than 8:OOAM of
the next normal operating day of the Commission.
*News Media Reporting Requirements
10 Greenville
Utilities
Collection System Operation, Maintenance Response Plan Page 12

When there is a wastewater discharge to surface waters in excess of 1,000 gallons a press
release must be issued within 24 hours of first knowledge of the spill/discharge. The law
requires that the press release must be issued to all electronic and print news media
outlets that provide general coverage in the county where the discharge occurred. A copy
of the press release must be maintained on file for one year. The press release
requirement is in addition to the requirement for reporting to The Division of Water
Resources (DWR).
When there is a wastewater discharge to surface waters in excess of 15,000 gallons, a
public notice is required in addition to the press release. The public notice must be
placed in a newspaper having general circulation in the county (Pitt) in which the
discharge occurred and the county immediately downstream.
If a wastewater discharge of 1,000,000 gallons or more reaches surfaces waters, the DWR
regional office must be contacted to determine in what additional counties, if any, a
public notice must be published. A copy of all public notices and proof of publication
must be sent to the DWR to the attention of "NDCEU" within 30 days of publication.
The Public Information Officer or his assistant must be notified of any of the above
events after which they will contact the media.
Internal Review Procedures
All reportable and non -reportable spills shall be documented on the appropriate DWQ
form and electronically routed for internal review to the following persons including the
Public Information Office:
For spills on the Collection system the following personnel shall be notified:
Director of Water Resources
Assistant Director of Water Resources
Systems Engineer
System Superintendent
All Water/Wastewater Supervisors
Wastewater Plant Superintendent
Wastewater Plant Chief of Maintenance
For spills at Pump stations and the Wastewater Treatment Plant:
Director of Water Resources
Assistant Director of Water Resources
Systems Engineer
System Superintendent
Wastewater Plant Superintendent
Wastewater Plant Operations Coordinator
Wastewater Plant Chief of Maintenance
IU Greenville
LOA Utilities
Collection System Operation, Maintenance Response Plan Page 13

The finalized form that is submitted to DWR shall then be distributed electronically to the
above persons.
Contingency Plan for Pump Failure at each pump station
All Greenville Utilities remote Pump Stations are equipped with redundant pumping
capacity. In the unlikely event that both pumps fail simultaneously, the following plan of
action will be initiated for the repair or replacement of the failed pumps.
Each remote pump station is equipped with a RTU (remote terminal unit) that collects
data from the remote site and sends information via radio communication directly to the
WWTP SCADA system. In the event that an alarm is sent to the WWTP alerting the
operations staff that a pump failure has occurred, the following action will be taken:
• Maintenance stand-by personnel will be notified that a pump failure has occurred.
• Maintenance staff will determine if the failure is electrical or mechanical in
nature.
• If there is an electrical power failure, the electric department will be notified. The
Maintenance staff will mobilize the portable generator to the stations that are not
equipped with permanent emergency generators.
• If the failure is mechanical, the Maintenance staff will mobilize a pump to
connect to the pump by-pass port at each station until pump repairs are made.
• If necessary, Green Mill Run and Industrial Park pump stations can have the flow
routed around the station into a gravity line during a mechanical or electrical
failure.
Appendix D contains telephone contact information for waste haulers if necessary. The
Plan also contains other emergency contact information including electric motor shop
telephone numbers.
pp Greenville
Utilities
Collection System Operation, Maintenance Response Plan Page 14

APPENDICIES
Appendix A — Water Resources Contact List - Key Personnel
Appendix B - Water Resources Standby List and Schedule
Appendix C - Emergency Equipment List
Appendix D - Local Waste Hauler Information
Appendix E - Construction Contractor List
7� Greenville
Utilities
Collection System Operation, Maintenance Response Plan Page 15

Appendix A — Water Resources Contact List
(WR Contact List updated and inserted Regularly from Master Contact List)
Greenville
Utilities Collection System Operation, Maintenance Response Plan

Appendix B - Water Resources Standby List and Schedule
Greenville
Utilities Collection System Operation, Maintenance Response Plan

Crew # 1
Linwood Smith
Kyle Veneski
Supv. - Keith Fisher
Crew # 5
John Roebuck
Bennie Pittman
Supv. - G. Fuller
Crew # 10
Keith Clark
Dylan Morris
Supv. — K. Fisher
Water Resources
Standby 2021
Crew # 2 Crew # 3 Crew # 4
Corbin Congleton John Hart Randy Beamon
Adam Evans Diondre Moore Tracy Colville
Supv. - George Fuller Supv.- Wayne Wilson Supv. — Keith Fisher
Crew # 6 Crew #7 Crew # 8 Crew #9
Danny Lane Tyrone Moore Butch Stroud Greg Lyons
Cody Cratt Tony Haywood Dean Roberson Chaz Hathaway
Supv. — W. Wilson Supv. — K. Fisher Supv. - G. Fuller Supv. — W. Wilson
Crew # 11
Josh Dickens
Maurice Ampley
Supv. - G. Fuller
Crew # 12
Josh Setzer
Luke Hagee
Supv. — K. Fisher
Crew #13
Jordan Godley
Mike Silverthorne
Supv. — G. Fuller
Crew #14
Patrick Sherrod
Cody Morris
Supv. — W. Wilson
Date: Crew: Date: Crew:
Jan 4—Jan 10 10 July 5—July 11 8
Jan 11—Jan 17 11 July 12—July 18 9
Jan 18—Jan 24 12 July 19—July 25 10
Jan 25—Jan 31 13 July 26—Aug 1 11
Feb 1— Feb 7 14 Aug 2 — Aug 8 12
Feb 8 — Feb 14 1 Aug 9 — Aug 15 13
Feb 15 — Feb 21 2 Aug 16 — Aug 22 14
Feb 22 - Feb 28 3 Aug 23 — Aug 29 1
Mar 1— Mar 7 4 Aug 30 — Sept 5 2
Mar 8 — Mar 14 5 Sept 6 — Sept 12 3
Mar 15 — Mar 21 6 Sept 13 —Sept 19 4
Mar 22 —Mar 28 7 Sept 20 —Sept 26 5
Mar 29 —April 4 8 Sept 27 — Oct 3 6
April 5 — April 11 9 Oct 4 — Oct 10 7
April 12 — April 18 10 Oct 11— Oct 17 8
April 19 — April 25 11 Oct 18 — Oct 24 9
April 26 — May 2 12 Oct 25 — Oct 31 10
May3—May9 13 Nov 1—Nov 7 11
May 10 — May 16 14 Nov 8 — Nov 14 12
May 17 — May 23 1 Nov 15 — Nov 21 13
May 24 — May 30 2 Nov 22 — Nov 28 14
May 31— June 6 3 Nov 29 — Dec 5 1
June 7 —June 13 4 Dec 6 — Dec 12 2
June 14—June 20 5 Dec 13—Dec 19 3
June 21—June 27 6 Dec 20 — Dec 26 4
June 28 —July 4 7 Dec 27 —Jan 2 5

Appendix C - Emergency Equipment List
Greenville
Utilities Collection System Operation, Maintenance Response Plan

IV
Greenville
Utilities
EQUIPMENT LIST
Revised 6/21 /21
Reviewed 6/25/21
This list includes only the equipment assigned directly to the Water Resources Operating
Department, however in the event of an emergency there would be additional equipment
available from the Electric and the Gas Departments.
All equipment within this list is operated out of the Greenville Utilities Commission's Operations
Center located at 801 Mumford Road or the Greenville Utilities Commission's Wastewater
Treatment Plant located at SR 1534 or Greenville Utilities Commission's Water Treatment Plant
1721 Waterway Road.
Sewer Cleaning and Inspection Vehicles
• 3 - Combination high pressure/vacuum sewer cleaning trucks capable of cleaning 6"
through 30" diameter sewer mains.
• 3 - Electric sewer cleaning machine capable of cleaning 4" through 6" sewer services (2
cable driven and 1 hydraulic unit).
• 1 - Portable sewer cleaning hose extension reel - Easement Machine
• Closed Circuit television inspection equipment for mains and laterals
Trucks as follows: (all units are equipped with two-way radios)
• Maintenance/service units with utility service bodies - six units
• Crew trucks with utility service bodies - five units
• Dump trucks (five cubic yard capacity) - five units
• Dump truck (nine cubic yard capacity) - two units
• Tractor trailer lowboy - one unit
Bypass Pumps and Accessories
• 5 - 12" Emergency bypass pumps -Diesel
• 2 - 4" Emergency bypass pumps - Diesel
• 2 - 8" emergency bypass pumps - Diesel
• 2 - 6" Emergency bypass pump - Diesel
• 12" Bypass Piping - galvanized steel
• 6" Bypass pump hose - Lay flat
• 6" Bypass piping - Aluminum pipe / galvanized steel
• Sewer plugs (pneumatic) - all sizes for our system
• 4" bypass piping lay flat / galvanized steel
N:\_Water Resources Management Documents\_Shared\Equipment List.docx

Tractors and Excavators
• Holland TM-140 Tractor (WWTP)
• Kioti Tractor (WWTP)
• Tractor backhoes - six units
• Trackhoe excavator - two units
• Mini Excavators - 5 units
• Mini Track loader (Bobcat) - 1 unit (w/bucket, bushhog, tree grinder attachments)
• 30 HP Kubota Compact Tractor attachments: front bucket, backhoe bucket, spreader,
forks
Boats and All Terrain Vehicles
• 18' Alumacraft Boat 60HP Yamaha motor
• 14' Fiberglass boat with trolling motor and trailer
• All -terrain Argo vehicles (w/ trailers) - two units
• Gator 4X2 - one unit
• Gator 6X4 with dump body - one unit
• Gator 4x4 - 2 Units (WWTP)
Compressors, Generators, Lights and Other Equipment
• 185 CFM portable air compressors - five units
• Portable generators as follows:
2500 watt - 1 unit 3500 watt - 1 unit
5000 watt - 2 units 60 KW - 2 units (WWTP)
• Portable Light Towers - three units
• Traffic Control Devices - four units
• Hose Extension/Easement Machine - one unit
150 KW - 1 unit (WWTP)
N:\_Water Resources Management Documents\_Shared\Equipment List.docx

Appendix D - Local Waste Hauler Information
Greenville
Utilities Collection System Operation, Maintenance Response Plan

Liquid Waste / Septic Hauling Services
Cannon's Septic Tank Services
252-746-3933
Ayden
NC
Stallings
252-756-0267
Greenville
NC
Mills Septic Tank Services
252-714-2298
Greenville
NC
Dr. Pumper
252-756-7867
Grimesland
NC
Jims Liquid Waste Haulers
252-375-8669
Greenville
NC
Rogers Septic Tank Services
252-758-5164
Greenville
NC
Updated: June 17, 2019

Appendix E - Construction Contractor List
Greenville
Utilities Collection System Operation, Maintenance Response Plan

LOCAL CONTRACTORS
Updated June 17, 2019
James L. Cayton Associates, Inc.
Richard Tucker
PO Box 3198
New Bern, NC 28564
[phone]
[phone] (fax)
Kenneth Smith
Jones & Smith
1588 NC102 E.
Ayden, NC 28513
Phone [phone]
FAX [phone]
Smith Cell # 717-2551
Kelly Barnhill, Jr.
Hendrix -Barnhill Company, Inc.
PO Box 1904
Greenville, NC 27835
[phone]
[phone] ( Kelly Home #)
[phone] (Ben Faulkner Cell #)
Ron Stevens or Kasey Monroe
Kemp Construction Inc.
2217 Lynmore Drive
Sherrills Ford, NC 28673
Phone [phone]
FAX [phone]
[phone] (Kasey's cell)
Henry Lanier
Lanier Construction Company
Route 2, Box 252 AA
Snow Hill, NC 27580
[phone]
[phone] (Benjamin Lanier)
ER Lewis Const. Co., Inc.
100 E. Arlington Blvd.
PO Box 565
Greenville, NC 27835
[phone]
FAX [phone]
[phone] (Charles Lewis Cell #)
[phone] (Harvey Lewis Cell # or
[phone])
[phone] (Derrick Joyner Cell #)
T. A. Loving Company
PO Box 919
400 Patetown Road
Goldsboro, NC 27530
[phone]
[phone] (Utility Emergencies)
PLT Construction Co., Inc.
5676 Thompson Chapel Church Rd.
Wilson, NC 27896
[phone] Atlas Brewer
Bobby Tripp
Tripp Brothers Construction
Ayden, NC 28513
[phone]
[phone] (Fax)
[phone] (Cell)
Ralph Hodge Construction Company
PO Box 1179
Wilson, NC 27893
[phone]
[phone] (Ralph Hodge Cell #)
[phone] (Ryan Walser Cell #)
[phone] (Steve Barnes Cell #)
David Vaughn Construction
2302 Pleasant P1
Greenville, NC 27858
252-321-7290