WQCS00072_Renewal (Application)_20221116

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ROY COOPER;
Governor ,p� ,.
ELIZABETH S.BISER .V' ° °,,
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Secretary 3 W na `.,`i
RICHARD E.ROGERS,JR. NORTH CAROLINA
Director Environmental Quality
November 17, 2022
City of Whiteville
Attn: Travis Faulks, Public Works Director
PO Box 607
Whiteville, NC 28472-0607
Subject: Permit Renewal
Application WQCS00072
pp No.
Whiteville Collection System
Columbus County
Dear Applicant:
The Water Quality Permitting Section acknowledges the November 17, 2022, receipt of your permit renewal application
and supporting documentation. Your application will be assigned to a permit writer within the Section's Non-discharge
permitting branch. Per G.S. 150B-3 your current permit does not expire until permit decision on the application is made.
Continuation of the current permit is contingent on timely and sufficient application for renewal of the current permit. The
permit writer will contact you if additional information is required to complete your permit renewal. Please respond in a
timely manner to requests for additional information necessary to allow a complete review of the application and renewal
of the permit.
Information regarding the status of your renewal application can be found online using the Department of Environmental
Quality's Environmental Application Tracker at:
https://deq nc.gov/permits-regulations/permit-guidance/environmental-application-tracker
If you have any additional questions about the permit, please contact the primary reviewer of the application using the
links available within the Application Tracker. xSinerel
lAt
Wren Thedford
Administrative Assistant
Water Quality Permitting Section
ec: WQPS Laserfiche File w/application
D_E Q NorthW ilmi ng Carolina Di Department o1 f127 EnvironmentalCardinalDrive Quality IExtension DivisionIWil
of Water Resources
mington.North Carolina 28405
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CITY OF WHITEVILLE
NCDEQ - DWR TRAVIS FAULK
Water Quality permitting section 1617 mail service P.O.Box 607
center Raleigh NC 27699 Whiteville,N.C.
[e-mail]
[phone]
10-27-22
Dear NCDEQ-DWR,
Thispacket contains the permit renewal for the RECEIVED
City of Whiteville and all other associated NOV 1 6 2022
documents such as:
NCDEQIDWRINPDES
Application
Pump station list
Priority line list
Annual budget
CPI _.
Response plan
Contingency plan
Map
Thank you for your consideration-on this matter.
Sincerely,
City of Whiteville

State of North Carolina
DWR Department of Environmental Quality
Division of Water Resources
15A NCAC 02T.0400—SYSTEM-WIDE WASTEWATER COLLECTION SYSTEMS
Division of Water Resources INSTRUCTIONS FOR FORM CSA 04-16&SUPPORTING DOCUMENTATION
Documents shall be prepared in accordance with 15A NCAC 02T .0100, 15A NCAC 02T .0400, and all relevant
Division Policies. Failure to submit all required items will necessitate additional processing and review time.
For more information, visit the System-wide Collection System Permitting website:
General — When submitting an application to the Municipal Permitting Unit, please use the following instructions as a
checklist in order to ensure all required items are submitted. Adherence to these instructions and checking the provided
boxes will help produce a quicker review time and reduce the amount of requested additional information.
The Applicant shall submit one original and one copy of the application and supporting documentation.
The copy may be submitted in digital format.
A. Cover Letter
❑ Submit a cover letter listing all items and attachments included in the permit application package
B. No Application Fee Required
➢ No application fee is necessary. Thepermittee will be billed an annual fee upon issuance of the permit
PP rY P
> 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 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 Directors are not authorized to sign this permit application, according to the rule,
unless they are formally delegated.
INSTRUCTIONS FOR APPLICATION CSA 04-16&SUPPORTING DOCUMENTATION Page 1 of 5

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

I. ,APPLICANT INFORMATION:
1. Applicant's name(Municipality,Public Utility,etc):City of Whiteville
2. Facility Information: Name: Whiteville Collection System Permit No.:WQCS00072
3. Applicant type: X❑Municipal ❑ State 0 Privately-Owned Public Utility
0 County 0 Other:
4. Signature authority's name:Travis Faulk per 15A NCAC 02T.0106(b)
Title:Public Works Director
5. Applicant's mailing address: P.O.box 607
City: Whiteville State:N.C. Zip:28472-
6. Applicant's contact information:
Phone number:[phone] Fax number: (910) 642 - 3441 Email address:tfaulkAci.whiteville.nc.us
II. CONTACT/CONSULTANT INFORMATION:
I. Contact Name:Travis Faulk
2. Title/Affiliation:Public works Director
3. Contact's mailing address:PO box 607
4. City: Whiteville State:NC Zip:28472-
5. Contact's information:
Phone number:(910) 642 - 3422 Fax number: (910) 642 - 3441 Email address:[e-mail]
III. GENERAL REQUIREMENTS:
1. New Permit or Premit Renewal? 0 New X❑Renewal
2. County System is located in: Columbus County
3. Owner&Name of Wastewater Treatment Facility(ies)receiving wastewater from this collection system:
Owner(s)&Name(s):City of Whiteville-Whiteville water reclamation facility
4. WWTF Permit Number(s): NC0021920
5. What is the wastewater type? 98%Domestic or 2%Industrial(See 15A NCAC 02T.0103(20))
Is there a Pretreatment Program in effect?x❑Yes or❑No
6. Wastewater flow: 1.41 MGD(Current average flow of wastewater generated by collection system)
7. Combined permitted flow of all treatment plants: n/a MGD
8. Explain how the wastewater flow was determined: ❑ 15A NCAC 02T.0114 or X❑Representative Data
9. Population served by the collection system: 5800
IV. COLLECTION SYSTEM INFORMATION:
1. Line Lengths for Collection System:
Sewer Line Description Length
Gravity Sewer 78(miles)
Force Main 24(miles)
Vacuum Sewer n/a(miles)
Pressure Sewer n/a(miles)
APPLICATION CSA 04-16 Page 3 of 5

•
2. Pump Stations for Collection System:
Pump Station Type Number
Simplex Pump Stations(Serving Single Building)
Simplex Pump Stations(Serving Multiple Buildings)
Duplex Pump Stations 11
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.
Travis Faulk,Nathan Guyton
2. Indicate the current designated collection system operators for the collection system per 15A NCAC 08G.0201
Main ORC Name: Travis Faulk Certification Number: 995814
Back-Up ORC Name: Nathan Guyton Certification Number: 1010100
See the"WOCS Contacts and ORC Report"for a current listing of the ORC(s)the Division has on file for WQCS permit
3. Approximate annual budget for collection system only: $ 1164709.80
4. Submit a copy of your current annual budget.
5. Approximate capital improvement budge for the collection system only: $1199133.00
6. Submit a copy of your current capital improvement plan.
7. Is this collection system currently a satellite system❑Yes or X❑No
8. Do any satellite systems discharge to this collection system X❑Yes or❑No(If yes complete table below)
Satellite System Contact Information(Name,Address,Phone Number)
Bolton Travis Faulk
Brunswick Travis Faulk
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:
F.O.G.
APPLICATION CSA 04-16 Page 4 of 5

.•• VI. COLLECTION SYSTEM COMPLIANCE:
1. Is a Response Action Plan currently in place XD Yes or❑No
2. If Yes,submit a copy of the Response Action Plan or see table 6 below.
3. Is a pump station contingency plan currently in place?X❑Yes or❑No
4. If Yes,submit a copy of the pump station contingency plan or see table 6 below.
5. Is a comprehensive collection system map currently in place? X❑Yes or❑No
6. Submit a submit a copy of the collection system map(CD or hardcopy)or indicate a schedule for completion
7. Thoroughly read and review the System-Wide Collection System Permit Conditions. Typically compliance schedules
are only offered to NEW permit applicants and NOT permit renewals. Any compliance dates must be included within
the permit prior to issuance or the permit holder will be found in violation upon inspection.
Current If no,Indicate a Typical
Permit Condition Compliance Compliance
Compliance? Date Schedule
I(4)—Grease ordinance with legal authority to inspect/enforce X❑Nos ❑ 12—18 mo.
I(5)— Grease inspection and enforcement program X❑Nos ❑ 12— 18 mo.
I(6)—Three to five year current Capital Improvement Plan. XD
Nos ❑ 12— 18 mo.
X❑Yes ❑
I(8)—Pump station contingency plan No 3 mo.
I(9)—Pump station identification signs. X❑Nos ❑ 3 mo.
I(11)—Functional and conspicuous audible and visual alarms. XD
Nos ❑ 3—6 mo.
II(5)—Spare pumps for any station where one pump cannot
X Yes
handlepeak flows alone(in a duplex station,the 2'pumpis ❑ ❑ 6—9 mo.
p No
the spare if pump reliability is met).
II(7)—Accessible right-of-ways and easements. X❑Nos ❑ 6— 12 mo.
II(9)—Response action plan with Items 9(a—h). X❑Nos ❑ 3 mo.
III(3)—Comprehensive collection system map X❑Nos ❑ 10%per year
For conditions not listed,compliance dates are not typically offered. List any permit conditions that may be difficult for the
applicant to meet(attach clarification if needed):
VII. APPLICANT'S CERTIFICATIONN per 15A NCAC 02T.0106(b):
I, 7,:Ctl', La/4 /d t, I�< <✓n„.6 D,r•cAboattest that this application for C y 6,4 /0)4
(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.
APPLICATION CSA 04-16 Page 5 of 5

r • 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. �1 r�
Signature: Date: /V Z /
APPLICATION CSA 04-16 Page 6 of 5

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City of Whiteville
Spill Response Plan

City of Whiteville
Spill Response Plan
1. Receiving the call. Make sure to get the persons name,phone number, address, and type
of problem. Immediately record the time and date. Notify the Collections System ORC,
Travis Faulk/Public Works Supervisor.
2. Immediately go to the location of the spill and make a quick assessment. Advise the Pub-
lic Works Supervisor of the situation.
3. If the sewer spill did not reach surface waters( ditches, storm drains, etc) and was less
than 1,000 gallons, make immediate corrective action to stop and contain the spill, clean
the area making sure to remove all solids by vacuuming up all liquids. Lime the area. Put
the liquids in a downstream manhole and land field the solids. Notify the Publics Works
Supervisor for inspection of the area.
If the sewer spill is over 1,000 gallons or over, follow the same instructions above, how-
ever, the ORC, must notify DWQ within 24 hours and fill out a spill response form to be
forwarded to DWQ.
If the sewer spill reaches surface waters (ditches, storm drains, etc.)contact Travis Faulk
(ORC), immediately! Stop the sewer spill from continuing to enter surface waters. Cor-
rect the problem causing the sewer spill. If it is a small body of water or water filled
ditch, vacuum the contents into the vacuum truck and carry to a downstream manhole. If
the stream is too large to vacuum, clean as much of the wastewater as possible out of the
stream and the affected area. Check the dissolved oxygen and fecal coliform upstream
and downstream of the site of the spill to verify if the stream has been affected. The sam-
ple for Fecal Coliform must be sampled upstream and downstream of the spill within 48
hours. The ORC must notify DWQ within 24 hours and fill out a spill response form to
be forwarded within 24 hours to DWQ.
L

•
Methods for stopping sewer spill:
*Cleanout overflowing or sewer stopped up line:
Find and remove cleanout plug closest to the street. If the cleanout plug is
clogged, check the upstream and downstream manholes. If manholes are both
clear and flowing, use a sewer snake or sewer jet to unclog cleanout. If the main
line is clogged, use the sewer snake or sewer jet to unstop the line. Refer back to
number 3 for cleanup and reporting instructions.
*Manhole Overflowing:
Go to the downstream manhole and use the sewer chain or sewer jet to unclog the
stoppage from downstream to upstream. Refer back to number 3 for cleanup and
reporting instructions.
*Lift Station Overflowing:
First reset the pump panel. Many times the pumps have been knocked out by
lightening or power surges. Try turning the pumps on manual to see if the floats
have malfunctioned. If this does not solve the problem, call Public Utilities Super-
intendent,Newlyn McCullen or Travis Faulk(ORC). Pump around the lift station
or vacuum out the lift station. If you are unable to get the lift station started, con-
tinue to pump and haul until Godwin bypass pumping can be initiated. Call the
appropriate Public Works personnel listed on the"After Duty On Call List". Refer
back to number 3 for cleanup and reporting instructions.
*Sewer is spilling and heading toward surface waters:
Build a dam in the path of the sewer to catch the water or dig a hole in the path of
the sewer to catch the water and keep it vacuumed out to stop sewer from reach-
ing the surface waters. If unable to dig a hole in the patch, put bails of hay to
block the path and filter the sewer as much as possible. If it is possible, vacuum
the sewer from lower points to stop any further advance of the sewer. Stop the
water from reaching surface waters if at all possible!
Note: Do not be afraid to call in for help. It is better to have the equipment and
personnel necessary to contain the spill,than to have the sewer reach surface wa-
ters.

Note: Do not enter lift stations or manholes. These are confined spaces that re-
quire special training and equipment to enter.
5. Equipment list and spare parts inventory
The Public Works Department has the following spare parts and equipment available to
remedy any broken or blocked lines and to disinfect and clean any contaminated areas:
Vactor truck Pipe Saw Pipe
Service truck Shovels, probing rod, wrenches
Backhoe Water Pump
Dump truck 6 inch diesel pump
Jack hammer repair clamps
Pipe cutters couplings

City of Whiteville Spill Response Contact Numbers
(1) Travis Faulk,
ORC/Public Works Supervisor Garage .910-642-3422
Home ...910-648-2238
Cell ..910-499-2199
(2) Water and Sewer Callout Public Works .910-499-2208
After Hours Public Utilities 910-499-2154
(3) Newlyn McCullen,
Public Utilities Superintendent WWTP 910-642-5818
Home 910-212-7400
Cell 910-499-2197
(4) 911

.
Emergency Contractors and Suppliers
The City of Whiteville maintains a significant inventory at the Public Works and
Environmental Utilities Departments. Should additional supplies or contractors
be needed, the following summarizes contractors and suppliers that can be util-
ized to obtain materials and construction assistance in emergency situations.
Contractor Phone # Address
Axel McPherson Construction Co. 910-642-1883 Whiteville, NC
Horne & Son Construction Co. 910-641-0456 Whiteville, NC
Supplier Phone # Address
Fortiline Supply Co. 800-922-1440 Columbia, SC
Fortiline Supply Co. 843-399-4443 Little River, SC
Ferguson Supply Co. 910-343-1510 Wilmington, NC

•
NCDENR Information
NCDENR
Division of Water Quality
Non-Discharge Permitting Unit
1617 Mail Service Center
Raleigh, NC 27699-1617
Internet: http//portal.ncdenr.org/web/wq/home/ro/rro
Phone: [phone]
Fax: [phone]
NCDENR
Division of Water Quality
Wilmington Regional Office
127 Cardinal Drive Ext.
Wilmington,NC 28450
Phone: [phone]
Fax: [phone]
A Reportable SSO greater than 1,000 gallons to the ground or a SSO of any amount that
reaches surface water(including through ditches, storm drains, etc.). Below is the procedure to
use for reporting SSO's to the Division:
(a) Report by telephone to a person(not facsimile or voice mail) at the regional
office listed above during regular business hours(Monday to Friday, 8am to
5pm) as soon as possible, but in no case more than 24 hours after the SSO is
known or discovered. To report outside of regular business hours, call
1-800-858-0368.
(b) Follow up the verbal report by sending a completed written report to the
Wilmington Regional Office within(5) days.

Lift Station Information Summary
Lift Station # 1-Year Built 1974-416 Mill St, Whiteville, NC
Pump installed 2017, 3 motors installed 2019
3—10" 50hp 3,050(gpm) Gorman Rupp pumps with combined peak pumping rate of
9,150(gpm) into a 12" force main running along Columbus&Canal St into a 30" outfall
line to the WWRF. Model# 10 INCH/T10A3S-B. Monitored by Dorsett SCADA panel.
Station is supplied with a 6" inch &8" inch quick connect fitting for by-pass during
emergency situations& a 100kW Kohler generator.
Lift Station#2- New station built 1995 - 1408 Ann St, Whiteville, NC
Smith & Loveless Station with two (2) 5 h.p. pumps, model #4B2B Impeller#S4L22
with 150 gpm pumping rate for each pump. Monitored by Dorsett SCADA panel.
Station is supplied with a 6" inch quick connect fitting for by-pass during emergency
situations and a mobile 2001 40kW Olympion generator.
Lift Station#3- New station built 1995-418 Baldwin Circle, Whiteville, NC
Installed new motor 2007
Smith & Loveless Station with two (2) 5 h.p. pumps, model #4B2B Impeller#S4L22
with 150 gpm pumping rate for each pump. Monitored by Dorsett SCADA panel.
Station is supplied with a 6" inch quick connect fitting for by-pass during emergency
situations.
Lift Station #4- Year Built 1995- 1102 N. Franklin St, Whiteville, NC
Pump installed 2017
ABS Pumps and Controls, two (2) 2.4 h.p. submersible pumps, model #AF13 4W-3 with
100 gpm pumping rate for each pump. Monitored by Dorsett SCADA panel.
Lift Station#5- Year Built 1988- 1918 S. Madison St, Whiteville, NC
Pump installed 2014
Two (2) 10 h.p. Myers submersible pumps, model #4VH100M4-34 with 750 gpm
pumping rate for each pump. Control panel by Conetics Inc. Monitored by Dorsett
SCADA panel. Supplied with a 6" inch quick connect for by-pass during emergency
situations.Two bypass valves need opening for bypass operations. One valve is located
at back of fence.

•
Lift Station Information Summary
Lift Station#6-Year built 1995-358 w. Hay St, Whiteville, NC.
Pump installed 2022
ABS pumps and control panel, two (2)—4 h.p. submersible pumps, model#PE28/2C-DC2 with a 60 gpm
pumping rate for each pump. Monitored by Dorsett SCADA panel.
Supplied with a 6" inch quick connect fitting for by-pass during emergency situations.
Lift Station#7 - Year Built 1999- 1904 Georgia Pacific Rd, Whiteville, NC
2 pumps installed 2016
Hydromatic Pumps &Control panel by Conetics Inc. Monitored by Dorsett SCADA
panel.Two (2 30 h.p. submersible pumps, model#S4B3000M4-4 with a pumping rate
of 350 gpm for each pump into an 8" force main running for 4.2 miles to a manhole at
the intersection of No.J.K. Powell Blvd. and Flowers-Pridgen Rd. Supplied with a 6"
inch quick connect fitting for by-pass during emergency situations
Covey Run Lift Station #8-Year built 2008 -803 Nolan Ave, Whiteville, NC
Pump installed 2018
Two (2) ABS pumps, model#AFP1040.3 M22/4D, submersible 3 h.p. pumps, pumping
rate of 79 gpm for each pump discharging into an 4" PUC (C-900) force main.
With a mobile 50kW generator. Monitored by Dorsett SCADA panel. Supplied with a 6"
inch quick connect fitting for by-pass during emergency situations and a mobile 50kW
Kohler generator.
Bolton#1 Pump Station-Year Built 2009- 228 1st St, Bolton, NC
Two (2) (50 HP-65 FLA) submersible pumps, model#D5432MV with a pumping rate
320 gpm each, pumping into an 8" PUC force main monitored by Dorsetts SCDA panel,
with a standalone generator. Supplied with a 6" inch quick connect fitting for by-pass
during emergency situations and a standalone Kohler 125kW Generator.
Bolton #2 Pump Station -Year Built 2009 - 6862 Sam Potts Hwy, Lake Waccamaw, NC
Two (2) (60HP-FLA) submersible pumps, model#D5435MV with a pumping rate 825
gpm each, pumping into a 12" PUC force main monitored by Dorsett SCADA panel,
with a standalone generator. Supplied with a 6" inch quick connect fitting for by-pass
during emergency situations and a standalone Kohler 125kW Generator.

Lift Station Information Summary
Leach Street Pump Station— Brunswick, NC
Two (2) 60hp ABS submersible pumps, with a pumping rate of 90 gpm each, pumping
into an 8" PUC force main monitored by Dorsetts SCADA panel, with a standalone
generator. Supplied with a 4" inch quick connect fitting for by-pass during emergency
Y
conditions and a standalone Kohler 30kW Generator.
102 miles of collection system ranging from 2" to 36"sewer lines including gravity &force mains.
Sewer lines across Soules Swamp—Twelve inch (12")ductile iron pipe on concrete columns on east side
of S. Madison St and Eighteen inch (18") ductile iron pipe on the west of S. Madison St on concrete
columns, both lines cross stream.

PRIORITY LINE INSPECTION REPORT
OPERATOR:
ASSISTANT:
LOCATION DATE CONDITION
Madison st.
Talbot st.
W.Main st.
Optmist park
Stanley st.
Washington st.
Barbcrest st.
Smryna rd.
Olive dr.
N.Thompson st.
Tram rd.
Jefferson
Blue jean
Edgewood cir.
Alligator run
Nolan Park
Waffle house
Bob White ln.
Georgia Pacific
Alligator run 2

F-age: 2 . CITY Of ITEVILLE 7/8/2022
11:12AM
Statement of Revenue and Expenditures ,
Expend Account Description Prior Yr Expd Budgeted Curr Expd YTD Expd Cancel Balance %Expd
50-4200-2500 Cash-Short/(Over) $0.00 $250.00 $0.00 $0.00 $0.00 $250.00 0%
50-4200-2600 Advertising $365.99 $375.00 $0.00 $0.00 $0.00 $375.00 0%
50-4200-3100 Travel Expense $0.00
$3,000.00 $0.00 $0.00 $0.00 $3,000.00 0%
50-4200-3300 Departmental Supplies $4,135.03 $6,250.00 $0.00 $0.00 $0.00 $6,250.00 0%
50-4200-3310 Travel Expense $0.00
$0.00 $0.00 $0.00 $0.00 $0.00 0%
50-4200-5300 Dues, Subscriptions and Fees $7,235.13 $3,000.00 $1,434.50 $1,434.50 $0.00 $1,565.50 48%
50-4200-5400 Insurance&Bonds $5,865.91 $2,050.00 $3,142.72 $3,142.72 $0.00 -$1,092.72 153%
50-4200-5700 Miscellaneous Expense $869.44 $3,750.00 $0.00 $0.00
$0.00 $3,750.00 0%
50-4200-7300 Inventoried Assets $0.00 $1,250.00 $0.00 $0.00 $0.00 $1,250.00 0%
4200 Total $215,728.32 $275,968.00 $13,123.00 $13,123.00 $0.00 $262,845.00 5%
50-8200-0000 SEWER FUND: OPERATIONS $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 0%
50-8200-0200 Salaries&Wages $166,174.71 $266,772.00 $6,064.14 $6,064.14 $0.00 $260,707.86 2%
50-8200-0400 Professional Services $35,526.06 $38,000.00 $20.00 $20.00 $0.00 $37,980.00 0%
50-8200-0500 Payroll Taxes $12,728.96 $23,609.00 $461.66 $461.66 $0.00 $23,147.34 2%
50-8200-0600 Group Insurance $43,669.04 $61,237.00 $1,545.44 $1,545.44 $0.00 $59,691.56 3%
50-8200-0601 Group Insurance-Retiree $1,123.92 $521.00 $93.66 $93.66 °
$0.00 $427.34 18/o
50-8200-0700 Retirement $19,047.17 $33,275.00 $737.40 $737.40 $0.00 $32,537.60 2%
50-8200-0701 401K Retirement $7,469.49 $13,339.00 $303.21
$303.21 $0.00 $13,035.79 2%
50-8200-1000 Schools&Training $180.00 $1,500.00 $0.00 $0.00 $0.00 $1,500.00 0%
50-8200-1100 Telephone&Postage $200.00 $0.00 $0.00 $0.00 $0.00 $0.00 0%
50-8200-1300 Utilities $28,779.89 $59,100.00 $1,339.46 $1,339.46 $0.00 $57,760.54 2%
50-8200-1600 Maint. &Repairs-Equipment $26,148.58
$30,000.00 $0.00 $0.00 $0.00 *MOM 0%
50-8200-1601 Maint.&Repairs-Lift Station $50,130.75
$50,160.00 $201.74 $201.74 $0.00 $49,958.26 0%
50-8200-2600 Advertising $0.00 $400.00 $0.00 $0.00 $0.00 $400.00 0%
50-8200-3100 Auto Supplies-Gas&Oil $13,722.87
$25,073.00 $0.00 $0.00 $0.00 $25,073.00 0%
50-8200-3300 Departmental Supplies $35,678.78 $48,000.00 $0.00 °
$0.00 $0.00 .S4lg��D(f:� 0/o
50-8200-3600 Uniforms $9,921.85 $8,000.00 $252.60 $252.60 $0.00 $7,747.40 3%
50-8200-5400 Insurance&Bonds $26,971.36 $19,489.00 $12,570.89 $12,570.89 $0.00 $6,918.11 65%

Page: 22 CITY Oi IITEVILLE
7/8/2022
11:12AM
Statement of Revenue and Expenditures
Expend Account Description Prior Yr Expd Budgeted Curr Expd YTD Expd Cancel Balance %Expd
50-8200-6100 Sewer System Construction $84,206.66 $200,000.00 $0.00 $0.00 $0.00 $00:0013.00 0%
50-8200-7400 Capital Outlay $11,025.82 $19,000.00 $0.00 $0.00 $0.00 $19,000.00 0%
50-8200-8900 Loan Payment-Principal $203,829.06 $262,113.00 $0.00 $0.00 $0.00 $262,113.00 0%
50-8200-9000 Loan Payment-Interest $9,226.17 $28,712.00 $0.00 $0.00 $0.00 $28,712.00 0%
8200 Total $785,761.14 $1,188,300.00 $23,590.20 $23,590.20 $0.00 $1,164,709.80 2%
50-8220-0000 SEWER FUND: WASTEWATER $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 0%
50-8220-0200 Salaries&Wages $145,641.83 $178,937.00 $6,525.92 $6,525.92 $0.00 $172,411.08 4%
50-8220-0400 Professional Fees $48,693.61
$8,000.00 $0.00 $0.00 $0.00 $8,000.00 0%
50-8220-0500 Payroll Tax Expense $10,725.79 $15,836.00 $484.50 $484.50 $0.00 $15,351.50 3%
50-8220-0600 Group Insurance $26,840.35 $37,502.00 $1,376.15 $1,376.15 $0.00 $36,125.85 4%
50-8220-0601 Group Insurance-Retired $8,107.38 $9,343.00 $676.29 $676.29 $0.00 $8,666.71 7%
50-8220-0700 Retirement $16,611.88 $22,319.00 $793.54 $793.54 $0.00 $21,525.46 4%
50-8220-0701 401K Retirement $6,534.50 $8,947.00 $326.30 $326.30 $0.00 $8,620.70 4%
50-8220-1000 Schools&Training $1,735.00 $1,370.00 $0.00 $0.00 $0.00 $1,370.00 0%
50-8220-1100 Telephone&Postage $6,974.26 $6,020.00 $0.00 $0.00 $0.00 $6,020.00 0%
50-8220-1300 Utilities/Lights/Power/Heat $134,586.63 $157,000.00 $14,787.65 $14,787.65 $0.00 $142,212.35 9%
50-8220-1400 Travel& Meetings $218.32
$401.00 $0.00 $0.00 $0.00 $401.00 0%
50-8220-1500 Maint./Repairs-Bldgs.&Grounds $244.76 $300.00 $0.00 $0.00 $0.00 $300.00 0%
50-8220-1600 Maint.&Repairs-Equipment $39,269.34 $39,150.00 $9.66 $9.66 $0.00 $39,140.34 0%
50-8220-2300 Lube,Grease&Oil $146.19 $501.00 $0.00 $0.00 $0.00 $501.00 0%
50-8220-2600 Advertising $70.34 $560.00 $0.00 $0.00 $0.00 $560.00 0%
50-8220-3100 Gas/Oil/Generator Fuel $16,713.55 $16,620.00 $0.00 $0.00 $0.00 $16,620.00 0%
50-8220-3300 Departmental Supplies $4,382.14 $4,400.00 $0.00 $0.00 $0.00 $4,400.00 0%
50-8220-3400 Chlorine, Chemmicals&Lab $47,815.73 $55,620.00 $0.00 $0.00
$0.00 $55,620.00 0%
50-8220-3600 Uniforms $6,994.84 $5,450.00 $222.89 $222.89 $0.00 $5,227.11 4%
50-8220-4502 Sludge Disposal $26,213.23
$30,000.00 $0.00 $0.00 $0.00 $30,000.00 0%
50-8220-5300 Dues, Subscriptions, Fees $9,012.26 $14,000.00 $0.00 $0.00 $0.00 $14,000.00 0%
50-8220-5301 Lab Testing Fees $13,956.94 $14,000.00 $0.00 $0.00 $0.00 $14,000.00 0%

Page: 23 CITY 0, IITEVILLE
7/8/2022
Statement of Revenue and Expenditures 11:12 AM
Expend Account Description Prior Yr Expd Budgeted Curr Expd YTD Expd Cancel Balance %Expd
50-8220-5400 Insurance& Bonds $23,935.12 $32,651.00 $21,999.06 $21,999.06 $0.00 $10,651.94 67%
50-8220-7400 Capital Outlay $8,000.00 $9,000.00 $0.00 $0.00 $0.00 $9,000.00 0%
50-8220-8900 Loan Payment-Principal $319,387.75 $0.00 $0.00 $0.00 $0.00 $0.00 0%
50-8220-9000 Loan Payment-Interest $7,241.98 $0.00 $0.00 $0.00 $0.00 $0.00 0%
8220 Total $930,053.72 $667,927.00 $47,201.96 $47,201.96 $0.00 $620,725.04 7%
50-9000-0010 Transfer to General Fund $0.00 $62,500.00 $0.00 $0.00 $0.00 $62,500.00 0%
Sewer Fund Expend Total $1,938,706.07 $2,213,192.00 $85,486.52 $85,486.52 $0.00 $2,127,705.48 4%
50 Sewer Fund Prior Current YTD
Revenue: $2,219,114.29 $10,046.33 $10,046.33
Expended: $1,938,706.07 $85,486.52 $85,486.52
Net Income: $280,408.22 -$75,440.19 -$75,440.19
Revenue Account Description Prior Yr Rev Anticipated Curr Rev YTD Rev Cancel Excess/Deficit %Real
60-3590-0000 Commercial Storm Water Revenue $91,457.27 $122,000.00 $0.00 $0.00 $0.00 -$122,000.00 0%
60-3590-0100 Residential Storm Water Revenue $135,249.61 $173,000.00 $0.00 $0.00 $0.00 -$173,000.00 0%
Storm Water Fund Revenue Total $226,706.88 $295,000.00 $0.00 $0.00 $0.00 -$295,000.00 0%
Expend Account Description Prior Yr Expd Budgeted Curr Expd YTD Expd Cancel Balance %Expd
60-6000-0000 STORM WATER FUND: OPERATIONS $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 0%
60-6000-0200 Salaries&Wages $100,330.54 $124,370.00 $4,234.53 $4,234.53 $0.00 $120,135.47 3%
60-6000-0400 Professional Fees $17,663.11 $20,000.00 $0.00 $0.00 $0.00 $20,000.00 0%
60-6000-0500 Payroll Tax Expense $7,669.40 $11,007.00 $319.04 $319.04 $0.00 $10,687.96 3%
60-6000-0600 Group Insurance $24,529.79 $34,179.00 $1,076.58 $1,076.58 $0.00 $33,102.42 3%
60-6000-0700 Retirement $11,477.49 $15,513.00 $514.92 $514.92 $0.00 $14,998.08 3%
60-6000-0701 401K Retirement $4,514.93 $6,219.00 $211.74 $211.74 $0.00 $6,007.26 3%
60-6000-1000 Schools&Training $150.00 $1,000.00 $0.00 $0.00 $0.00 $1,000.00 0%
60-6000-1600 Maint. &Repairs-Equipment $4,739.95 $3,200.00 $0.00 $0.00 $0.00 $34200.00 0%

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CITY OF WHITEVILLE ASSET MANAGEMENT PLAN
7.0 CAPITAL IMPROVEMENT PLAN
7.1 Introduction
One benefit the City of Whiteville has realized from the AMP process is that the data obtained from the
asset inventory and assessment can be used to develop a sewer system Capital Improvement Program
(CIP). A summary of the City's known sewer capital needs for the next 10 years is provided in Tables 7.1
through 7.4. Because needs change each year, the CIP will need to be update annually.
In general, a capital improvement project creates a new asset that previously did not exist. It can also
provide an upgrade or improvement of an existing asset's capacity. Projects can result from
environmental,growth, or regulatory requirements, including the following:
• Installation of a new asset or improvements to an existing asset to meet federal and/or state
regulatory mandates (i.e.; increased/tightened NPDES limits)
• Installation of a new asset or improvements to an existing asset that increases the original
design capacity
• Upgrades that increase the capacity of an asset
• Construction designed to produce an improvement in the standard operation of an asset
beyond present capacity
Capital improvement projects are not exclusive to the creation of a new asset. This CIP largely identifies
capital projects that involve the rehabilitation or replacement of existing assets.
Rehabilitation/replacement planning provides the best opportunities for capital cost savings. By
rehabbing and/or replacing assets, Whiteville can avoid costs such as emergency contractor fees, staff
overtime, unplanned repairs, and SSO cleanup costs. Additional cost savings can be achieved through
the coordination of sewer projects with other construction projects, replacing longer segments, or
phasing improvements.
Rehabilitation/replacement expenditures are directed towards capital projects that do not increase an
existing sewer asset's design capacity, but restores or enhances its original design capacity and/or
function. Sewer improvements that require more than simply restoring a sewer asset to its original
capacity are classified as a replacement project. Such projects include the following:
• Improvements/upgrades that enhance an asset's performance, but do not increase its capacity
(i.e.; installation of a SCADA system)
• Improvements that replace and/or realign/relocate an existing asset, restoring it to a like "new"
condition (i.e.; replacement of deteriorated gravity sewers with new mains of same diameter
within the same trench and on same grade)
The City used multiple factors in determining rehabilitation/replacement decisions, aside from the
standard physical, failure,or breakage. Such factors include the following:
• Structural
• Capacity
• Level of service failures
• Obsolete
• Cost or economic impact
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ASSET MANAGEMENT PLAN CITY OF WHITEVILLE
7.2 Capital Improvement Projects
As detailed in the sewer system asset inventory, the City has numerous assets still in service that have
aged well beyond their useful life. Left unaddressed, these represent a significant, ongoing liability for
the City, both financially and operationally. Such liabilities are represented by recent gravity sewer
collapses along S. Canal St. and the Griffin Branch outfall. The City is to be commended for beginning to
aggressively address these assets. However, many of these assets have reached the point in their
service lives where they need to be replaced.
Tables 7.1 through 7.4 contain information on capital improvement projects needed for the sewer
system. All of the City's sewer capital projects include either 1) rehab/replace an asset operating well
beyond its useful life, or 2) scheduled replacement of an asset based on its useful life. Capital projects
can also include those that 1) create a new asset that previously did not exist, or 2) rehab/upgrade and
improve the capacity of an existing asset. These projects can result from natural asset deterioration,
improper preventive maintenance,growth in the system,or changed environmental needs.
Please note that any asset that has aged beyond its estimated useful life is designated a capital need for
the FY 21/22 capital improvement year. Based on the high proportion of assets operating beyond their
useful life, it is recommended that the City conduct additional assessments of sewer assets identified as
critical to the system's overall performance (High-risk Assets). Some assessments, particularly manhole
inspections, were completed as part of the 2018-19 inventory and assessment. Additional video-
inspections of the collection system focusing on clay and concrete lines should be a high priority. Such
assessments are helpful in determining prioritization of need. For this purpose, the Capital
Improvement Plan is divided into an assessment list and a list of actual needed physical improvements.
It is recommended assessments be complete first. This will provide the City further, in-depth
knowledge of the asset condition and information on whether the asset can be rehabilitated to
extend useful life,rather than be replaced.
Total capital investment needs for the 10-year CIP period is $39,095,363. A specific listing of capital
projects is provided in the following tables. Table 7.1 details the total annual costs for the first five (5)
years of capital needs.
Table 7.1—Five(5)-year Capital Improvement Needs
2021/22. 2022/23 202.3/24 2024/25 2025/26 Total
$28,639,172 $4,532,263 $3,788,928 $2,010,000 $125,000 $39,095,363.00
With regard to the FY 2021/22 capital needs cost, this amount largely represents the cost of
rehabilitating/replacing the City's entire inventory of concrete/clay gravity sewers. These assets, as
detailed in Table 2.2, comprise 84% of the City's collection line inventory. As the asset inventory and
assessment has shown, these assets are operating well beyond their useful life expectancy (40 years).
To address such assets, the CIP can be used as a flexible planning tool to finance and schedule capital
projects. The City is not required to expend the listed amounts in a given fiscal year. If the City so
desires, expenditures can be scheduled over the 10-year planning period. Further, capital projects do
not necessarily need to be funded solely from revenues generated by rates and fees. Funding from state
and federal agencies, such as NCDWI, EPA, or USDA, can also supplement local funding, which the City
has pursued. To date, the City has secured $8,505,236 in federal/state funding to replace the Mollies
Branch outfall to Lift Station (LS) #1, replace LS #1 and #8, and replace a significant percentage of the
City's concrete outfall pipe inventory.
26 ENGINEERING SERVICES,PA

CITY OF WHITEVILLE ASSET MANAGEMENT PLAN
Public Work staff is knowledgeable of assets that require rehabilitated. The City has purchased and
installed asset management software that can provide task-calendar reminders, alerting staff when an
asset's condition begins to decline based on useful life recommendations. The CUPPS Check-up Reports
used to develop this AMP also provided recommendations (repair, replace, rehabilitate) on how to
address asset deficiencies. However, for any recommendations made, City and Public Works staff will
also rely on professional guidance provided by the City's consulting engineer.
Table 7.2 lists assessments that should be conducted on assets that have been identified as needing
replacement or significant repair. The costs shown in this table are not reflected in Table 7.1 or 7.3.
Table 7.2—Sewer System 10-year Capital Improvement Projects(Assessments)
Assessments
Capital Improvement Project Total Cost Type Project Type Year to Conduct
Assess clay gravity lines for replacement $50,000 Support of Preventive Maintenance 2020
Assess concrete gravity lines for $12,500 Support of Preventive Maintenance 2020
rehab/replacement
Assess LS#1&associated components for $3,000 Support of Preventive Maintenance 2020
rehab/replacement
Assess IS#2&associated components for $3,000 Support of Preventive Maintenance 2020
rehab/replacement
Assess LS#3&associated components for $3,000 Support of Preventive Maintenance 2020
rehab/replacement
Assess LS#4&associated components for $3,000 Support of Preventive Maintenance 2020
rehab/replacement
Assess LS#5&associated components for $3,000 Support of Preventive Maintenance 2020
rehab/replacement
Assess LS#6&associated components for $3,000 Support of Preventive Maintenance 2020
rehab/replacement
Assess LS#7&associated components for $3,000 Support of Preventive Maintenance 2020
rehab/replacement
Assess LS#8&associated components for $3,000 Support of Preventive Maintenance 2020
rehab/replacement
Assess Bolton LS#1&associated components for $3,000 Support of Preventive Maintenance 2020
rehab/replacement
Assess Bolton LS#2&associated components for $3,000 Support of Preventive Maintenance 2020
rehab/replacement
Assess chlorine contact equipment for $750 Support of Preventive Maintenance 2020
rehab/replacement
Assess aeration basins DO probes for replacement $500 Support of Preventive Maintenance 2020
Total $93,750.00
Tables 7.3 and 7.4 include all collection system/WWTP capital needs over the 10-year planning period
(FY 2021/22 to 2030/31). Projects are color-coded denoting high (II), medium (yellow), and low
(111111) risk assets. Most collection system projects are related to rehabilitation/replacement of assets
operating beyond their useful life. Conversely, most WWTP projects are related to replacement of
assets; such as pumps and motors, considered scheduled maintenance based on industry standard life
expectancies.
ENGINEERING SERVICES,PA 27

. J
CITY OF WHITEVILLE ASSET MANAGEMENT PLAN
Table 7.3—Collection System 10-year Capital Improvement Projects
Project Name 2021/22 2022/23 2023/24 2024/25 2025/26 2026/27 2027/28 2028/29 2029/30 2030/31
Phase 1 Mollies Branch Sewer $1,014,164
Improvements(E-SRP-W-17-0123) �� 1
Phase 2 Sewer Improvements $2,958,814
(C5370534-02) j.n~P�
6"Clay Gravity $1,013,400
8"Clay Gravity $18,171,812
10"Clay Gravity $622,800
12"Clay Gravity $860,882
15"Clay Gravity $338,700
18"Clay Gravity $337,800
6"Concrete Gravity $62,400
12"Concrete Gravity $911,400
15"Concrete Gravity $1,061,400
18"Concrete Gravity $960,600
LS#2—Electrical Controls $50,000
LS#4—Electrical Controls $50,000
LS#5—Electrical Controls $50,000
LS#6—Electrical Controls $50,000
LS#7—Electrical Controls $60,000
LS#5—Pump#2 $15,000
LS#2—Pump#1 $10,000
LS#2-Pump#2 $10,000
IS#4—Pump#2 $10,000
ENGINEERING SERVICES,PA 28

CITY OF WHITEVILLE ASSET MANAGEMENT PLAN
Project Name 2021/22 2022/23 2023/24 2024/2s 2025/26 2026/27 2027/28 2028/29 2029/30 2030/31
LS#6-Pump#2 $10,000
$10,000
LS#1 Replacement/Elevation $1,199,133
(CS370534-03) P.
LS#8 Replacement(CS370534 03) $939,132
Outfall Relocation(C5370534-03) $2,393,998 1
Phase 3 Sewer Improvements $3,163,928
(ARPA) i /t, ! / W
LS#3 Replacement(ARPA) $475,000
LS#2 Generator(ARPA) $150,000 I
Phase 4 Sewer Improvements $2,000,00
(CDBG-n
tS WI(Covey Run) -Pump#2 $10,000
Bolton#2 PS-Pump 141 $40,000
Bolton tt2 i'• $40,000
Pump ,:. $10,000
e Pt,n,n :12 $35,000
Afi Release M 3ilit_I, +?. $10,000
4C is ut)
$150,000
�«ROrttr F�- E!t .tr: .;�'. :r�,r���, $75,000
Bolton 4' Ps $75,000
LS#5 -Pump irI $15,000
1 $10,000 l
ENGINEERING SERVICES,PA 29

CITY OF WHITEVILLE ASSET MANAGEMENT PLAN
Table 7.4-WWTP 10-year Capital Improvement Projects
Project Name 2021/22 2022/23 2023/24 2024/25 2025/26 2026/27 2027/28 2028/29 2.029/30 2030/31
p Aeration Basin#1-Dissolved $6,000
Oxygen Probe
Aeration Basin#2.-Dissolved $6,000
Oxygen Probe
Chlorine Contact Chamber- $85,000
Disinfection Equipment
Chemical Feed System-Booster $3,750
Pump#1
Chemical Feed System-Booster $3,750
Pump#2
Chlorine Contact Chamber- $3,000
Ultrasonic Flow Meter
Grit Removal System-Grit $94,500
Screw/Conveyor
Grit Removal System-Pump $25,000
Sludge Holding Tank-Bubble 94,500
• Diffuser System
Sludge Digester-Bubble Diffuser $54,800
System
WWTP WAS PS/Distribution Box#2 $17,000
°-Submersible Sludge Pump#1
WWTP WAS PS/Distribution Box#2 $17,000
-Submersible Sludge Pump#2
WWTP Scum PS-Scum Grinder $12,000
Pump
Aeration Basin#i -Dual Impeller $450,000
Aeration Motor(x2)
ENGINEERING SERVICES,PA 30

CITY OF WHITEVILLE ASSET MANAGEMENT PLAN
Project Name 2021/22 2022/23 2023/24 2024/25 2025/26 2026/27 2027/28 2.028/29 2029/30 2030/31
Aeration Basin#2—Dual Impeller $450,000
Aeration Motor(x2)
Disc Filter—Backwash Pump(x2) I $45,000
Disc Filter—Membrane Filter Disc $400,000
(x2)
WWTP Sludge Loading PS—Dry-Pit $20,000
Submersible Pump#2
WWTP Influent PS—Pump#1 $50,000
WWTP Influent PS—Pump#2 $50,000
WWTP Influent PS—Pump#3 $50,000
WWTP Influent PS—Piping/Valves $45,000 I
Clarifier#1—Center Drive Motor $50,000
Clarifier#2—Center Drive Motor , $50,000 I
Clarifier#3—Center Drive Motor $50,000
LS#8(Covey Run)—Electrical $50,000
Controls
Chemical Feed System—Sodium $14,000
Bisulfate Electrical Controls
Chemical Feed System—Sodium $14,000
Hypochlorite Electrical Controls
Grit Removal System—Electrical $8,500
Controls i I
Mechanical Bar Screen—Electrical I $172,500
Controls
Disc Filter—Electrical Controls $50,000 1
Sludge Holding Tank—Floating $29,000
Decanter System
I 1
ENGINEERING SERVICES,PA 31

CITY OF WHITEVILLE ASSET MANAGEMENT PLAN
Project Name 2021/22 2022/23 2023/24 2024/25 2025/26 2026/27 2027/28 2028/29 2029/30 2030/31
Sludge Holding Tank-Electrical $35,500
Controls
Sludge Digester-Electrical Controls $10,000
Sludge Digester-Floating Decanter $29,900
System
WWTP WAS PS/Distribution Box k? • $10,000
Electrical Controls
WWTP Sludge Loading PS Electrical I $10,000 I
Controls
WWTP Scum PS Electrical Controls $5,000
Sludge Loading Station- Electrical $10,000
Controls
Anaerobic Basin el-Electrica„ $14,000
Controls
Anaerobic Basin#2 - Electrical $14,000
Controls
Anaerobic Basin 173- Electrical $14,000
Controls
Anoxic Basin hl -Electrical Controls $20,000
, Anoxic Basin tt2 - Electrical Controls $20,000
Aeration Basin al -Motor& $88,000
Electrical Controls
Aeration Basin a2-Motor N. I • $88,000
Electrical Controls
1udc ". 1ding Tank - Blower al $92,500
)WCf a? $92,500
Sludge Digester-Blower al 1 $43,000
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CITY OF WHITEVILLE ASSET MANAGEMENT PLAN
t"roiec, Namt 2021/22 2022/23 2023/24 2024/25 2025/26 2026/27 2027/28 2028/29 2029/30 2030/31
Sluctee Digester -Bt.)1:. . r: i ( $43,000
Clarinet :r1 -Electrical Controls $7,500
Clarifier n? - Etectl"cal Ccntrar, $7,500
Clarlfint #3 - Contrc"?;
$7,500
ENGINEERING SERVICES,PA 33