WQCS00135_Application_20240530

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COLLECTION SYSTEM PERMIT '< PL11C T1ON
Prepared by:
Troy Cassidy Technical Assistance Division
North Carolina Rural Water Association
p.o. box 540 Welcome NC 27374
[e-mail]
919-812-5119

Table of Contents
Page#1 Cover
Page#2 Tabel of Contents
Page#3 -6 DWR Collection Applications
Appendix A Aerials ,Maps, Lift Station
Appendix B Organizational Charts
Appendix C Action Plans
Appendix D Budget-CIP/R&R
Appendix E Fat, Oil, Grease (FOG)

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 orisinal and one copy of the application and supporting documentation.
The copy may be submitted in digital format.
A. Cover Letter
x 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:
X 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.
O 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
O 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 1.4 should match with that of the Applicant certification page in
accordance with 15A NCAC 02T .0106(b). Per 15A NCAC 02T .0106(c), an alternate person may be designated
as the signing official if a delegation letter is provided from a person who meets the criteria in 15A NCAC 02T
.0106(b).
➢ NOTE - Public Works Directors are not authorized to sign this permit application, according to the rule,
unless they are formally delegated.
INSTRUCTIONS FOR APPLICATION CSA 04-16&SUPPORTING DOCUMENTATION Page 1 of 5

E. Summary of Attachments Required:
x Instruction A: Cover Letter
x Instruction C: Application
❑ Instruction C: Ownership Documentation (i.e.CPCN) (If necessary)
❑ Instruction D: Delegation Letter(If necessary for signing official)
x Section IV.3Pump Station List
x Section IV.4High Priority Lines List
❑ Section V.4 Annual Budget for Collection System (Updated and Approved)
❑ Section V.6 Capital Improvement Plan (Updated and Approved)
❑ Section VI.2 Response Action Plan
❑ Section VI.4Contingency Plan
❑ Section VI.6Comprehensive 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):
2. Facility Information: Name:Town of Taylorsville Collection System Permit No.:WQCS00135
✓Applicant type: X-Municipal 0 State X Owned Public Utility
-❑County 0 Other:
3. Signature authority's name:Aaron Wike per 15A NCAC 02T.0106(b)
Title:Town Manager
4. Applicant's mailing address:67 Main Ave. Dr.
City:Taylorsville State:NC Zip: 28681
5. Applicant's contact information:
Phone number. 828-632-2218 Fax number: [phone] -
Email address:[e-mail]
II. CONTACT/CONSULTANT INFORMATION:
1. Contact Name:Troy Cassidy
2. Title/Affiliation: North Carolina Rural Water Association
3. Contact's mailing address:P.O.Box 540
4. City:Welcome State:NC Zip:27374
5. Contact's information:
Phone number ( 919)812-5119 Fax number:( )_- Email address:[e-mail]
III. GENERAL REQUIREMENTS:
1. New Permit or Premit Renewal? X Renewal
2. County System is located in: Alexander County
3. Owner&Name of Wastewater Treatment Facility(ies)receiving wastewater from this collection
system: Owner(s)&Name(s)Mayor George Holleman: Taylorsville Wastewater treatment Facility
4. WWTF Permit Number(s): NC0026271
5. What is the wastewater type? 97 %Domestic or 3%Industrial(See 15A NCAC 02T.0103(20))
Is there a Pretreatment Program in effect? X NI)
6. Wastewater flow: .250 MGD(Current average flow of wastewater generated by collection system)
7. Combined permitted flow of all treatment plants:.830 MGD
8. Explain how the wastewater flow was determined: 0 15A NCAC 02T.0114 or X Representative Data
9. Population served by the collection system: 2639
APPLICATION CSA 04-16 Page 3 of 5

IV. COLLECTION SYSTEM INFORMATION:
1. Line Lengths for Collection System:
Sewer Line Description Length
Gravity Sewer 25 (miles)
Force Main 23 (miles)
Vacuum Sewer 0 (miles)
Pressure Sewer 0 (miles)
2. Pump Stations for Collection System:
Pump Station Type Number
Simplex Pump Stations(Serving Single Building) 1
Simplex Pump Stations(Serving Multiple Buildings) 0
Duplex Pump Stations 27
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 See Appendix A
➢ Physical Location See Appendix A
➢ Alarm Type(i.e.audible,visual,telemetry,SCADA)All apply
➢ Pump Reliability(Can convey peak hourly wastewater flow with largest single pump out of service)YES
➢ Reliability Source(permanent/portable generator,portable pumps) 17 Permanent @ Main Stations/2 Portables for
smaller stations.
➢ Capacity of Station(Pump Station Capacity in GPM)See Appendix A
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 Appendix B
2. Indicate the current designated collection system operators for the collection system per 15A NCAC 08G.0201
Main ORC Name: Luke Robinette Certification Number: 1008511
Certification Number: 1013379
See the"WOOS 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: $391,0000.00
4. Submit a copy of your current annual budget.See Appendix
5. Approximate capital improvement budge for the collection system only: $30,000.00
6. Submit a copy of your current capital improvement plan.See Appendix
7. Is this collection system currently a satellite system No
APPLICATION CSA 04-16 Page 4 of 5

8. Do any satellite systems discharge to this collection system No (If yes complete table below)
Satellite System Contact Information(Name,Address,Phone Number)
Complete for Satellite Systems that have a flow or capacity greater than 200,000 GPD(Average daily flow)
9. List any agreements or ordinances currently in place to address flows from satellite systems:
VI. COLLECTION SYSTEM COMPLIANCE:
1. Is a Response Action Plan currently in place Yes
2. If Yes,submit a copy of the Response Action Plan or see table 6 below. See Appendix C
3. Is a pump station contingency plan currently in place? Yes
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
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 Typical
Permit Condition a Compliance Compliance
Compliance? Date Schedule
I(4)—Grease ordinance with legal authority to inspect/enforce Yes 12— 18 mo.
I(5)— Grease inspection and enforcement program Yes 12— 18 mo.
I(6)—Three to five year current Capital Improvement Plan. Yes 12— 18 mo.
I(8)—Pump station contingency plan Yes 3 mo.
I(9)—Pump station identification signs. Yes 3 mo.
I(11)—Functional and conspicuous audible and visual alarms. Yes 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 Yes 6—9 mo.
the spare if pump reliability is met).
II(7)—Accessible right-of-ways and easements. Yes 6— 12 mo.
II(9)—Response action plan with Items 9(a—h). Yes 3 mo.
III(3)—Comprehensive collection system map Yes 10%per year
For conditions not listed,compliance dates are not typically offered. List any permit conditions that may be difficult for the
applicant to meet(attach clarification if needed):
APPLICATION CSA 04-16 Page 5 of 5

VII. APPLICANT'S CERTIFICATION per 15A NCAC 02T.0106(b):
I, A W•L r" attest that this application for 4' 7
rv� � c:.,,t n7c.�c.Sc, PP /p.an C y
(Signature Authority's Name&Title from Item I.4) (Facility name from Item I.1)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of this
application are not completed and that if all required supporting information and attachments are not included,this application package
will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement,
representation, or certification in any application shall be guilty of a Class 2 misdemeanor which may include a fine not to exceed
$10,000 as well as civil penalties up to$25,000 per violation.
Signature: � l" Date: 5/23/V 1
APPLICATION CSA 04-16 Page 6 of 5

Appendix A
High Priority Lines
Lift Station Information
System M a p

HIGH PRIORITY LINE (HPL) MASTER LIST
HPL Type
o m
Location Description (i.e. road
co c a El or stream crossing or
HPL ID# HPL Name/Identifier ;n o m o CD= intersection) or Beginning &
Remarks
�, U) a c c a c o c eo Ending Latitude/Longitude
Q 3 J 3 O) ca U) J U) W _i
1 Paul Payne Store Rd MH 578, 576 DI Force main
2 Chevy Dr MH 461, 795 DI Gravity
3 Hwy 64 Bells River Runs thru Bells River, next to DI Force main
Pressure Sustaining Valve
4 4th St Ne MH 40, 42 DI Gravity
5 3rd Ave SW MH 316, 308 DI Gravity
6 Old Wilkesboro Rd MH 91, 101 DI Gravity
7 Northwood Park MH 80 Gravity and FM side
by side DI
8 6th St SW MH 128, 127 DI Gravity
9 Hwy 90 E (1) MH 421, 431 DI Gravity
10 Day Care below June MH 428, 421 DI Gravity
Bug
11 Commercial Park MH 263 DI Gravity
12 Industrial Blvd MH 273, 272 DI Gravity
13 Aaron Court (1) MH 403, 754 DI Gravity
14 Group Home off Pop MH 701, Unidentified MH DI Gravity
Davis
15 Aaron Court(2) MH 700, Unidentified MH DI Gravity
16 Hwy 90 E (2) MH 421, 428A DI Gravity
17 Alexander Industrial Pk MH 1004, 1003 DI Gravity
18 Wendys MH 352, 274 Gravity
19 MH 792, 486 DI Gravity
Sheriffs Office
Page 15 of 17 HIGH PRIORITY LINE (HPL) MASTER LIST Date Last Updated: 1/26/2024

RIGHT-OF-WAY (ROW) MASTER LISTING
ROW ID# ROW Name/Identifier Location Description (i.e. road crossing or intersection) or Remarks
Beginning & Ending Latitude & Longitude
1 Paul Payne Starting Paul Payne Store Rd, East towards Shannon Park Total Length of ROW is 1.4 Miles, The whole ROW is not
Startina Paul Payne Store Rd, North towards Macy Court accessible thru one entrance
2 Commercial Park Starting Commercial Park, South behind Sheriffs office, Total Length of ROW is .5 Mile
Startina Commercial Park, Northwest Towards Millsaos St
3 Cemetery Starting at cemetery, North towards Hwy 90 and South Total Length of ROW is .45 Mile
towards 1st Ave cross 1st ave and themn towards Paul Payne
4 Alexander Central High School Starting at practice football field head North to Jay Dr and High Total Length of ROW is .35
School
5 School Drive Starting Behind Dollar General, West towards School Drive Total Length of ROW is .25 Mile
6 Wendys Starting Behind Wendys, North to 5th St Total Length of ROW is .25 Mile
Startina Behind Wendys, South towards CVCC
7 Highlands Starting at end of Shadow Wood, West towards Old Total Length of ROW is .25 Mile
Wilkesboro and East towards Radio Rd
8 Martin Luther Starting Martin Luther, South towards Hwy 64 Total Length of ROW is .2 Mile
9 Alexander Industrial Starting At Alexander Pump Station Head East to Paragon Total Length of ROW is .17 Mile
Films
10 Old Wilkesboro Rd Starting Old Wilksboro Rd, West towards Northwood Park Total Length of ROW is .15 Mile
11 Northwood Park Two entrances at intersection of Northwood park and Total Length of ROW is .15 Mile
Northood circle
12 Box Factory Entrance by Paul Payne Store Rd ROW runs along Box Total Length of ROW is 400'
Factory
13 6th St NW Behind The Antique Stores, 2 manholes and an Arerial Total Length of ROW is 200'
14 6th St SW Starting 6th St, East towards old hospital Total Length of ROW is 200'
15 Old Radio Rd End of Radio Rd, 2 manholes Total Length of ROW is 100'
Complete Length of All ROW is 4.28 Miles
Page 9 of 17 RIGHT-OF-WAY(ROW) MASTER LISTING Date Last Updated: 1/26/2024

ANNUAL GENERAL OBSERVATION AGO CERTIFICATION FORM
I, , Operator in Responsible Charge (ORC)
for the wastewater collection system, Permit Number
WQCS#####, do hereby certify that the city's entire wastewater collection system
has been observed throughout the course of the year (beginning date) through
(ending date), through various means as listed below:
1. Outfall and right-of-way maintenance;
2. High priority line inspections;
3. Incidental inspection of systems by both city and non-city personnel;
4. Line cleaning and inspection; etc.
Printed Name:
Signature:
1/26/2024

COLLECTION SYSTEM ANNUAL PERMIT REQUIRED MINIMUM RECURRING ACTIVITIES OPERATIONAL YEAR (Inclusive Dates):
Minimum Required Frequency
Activity >, >, (o ° ° m Remarks
�t r .0 'C I is c To
c =
c 3 2 w E Q E s ca m a
Distribution of FOG Educational Materials 1 1
Capital Improvement Plan (CIP) Update 2
Supervisory Review of Operational Logs 3
Testing Emergency and Standby Equipment 4
Pump Station Inspections 5 5
Right-of-Way(ROW) Inspections/Maintenance 6
Line Cleaning 7
Annual General Observation of System 8
High Priority Line (HPL) 9
Ins•ections/Maintenance
Footnotes:
1. Semi-annual and bi-annual both mean twice per year, with no specified time interval separating the two events. The required minimum frequency is specified in each
individual permit, either annually, or bi-annually. Refer to Part I, Paragraph 4, of your permit for the required minimum frequency.
2. The CIP is a living document that must constantly cover a five year period. It therefore, must be updated annually.
3. Permits do not specify a minimum frequency for supervisory review of operational logs and/or records. The frequency is left up to the individual permittee to decide,
but the Division strongly recommends weekly reviews, or monthly at a minimum.
4. Permits do not specify a minimum frequency for testing, inspecting, or maintaining generators, portable pumping systems, etc. The frequency is left up to the
individual permittee to decide, but the Division strongly recommends weekly testing, or monthly at a minimum.
5. Pump stations (PS)with audible &visual (AN)alarms only, must be inspected daily(365 days per year). PSs that have telemetry or Supervisory Control and Data
Acquisition (SCADA) systems, regardless of whether they also have A/V alarms, must be inspected weekly, at a minimum.
6. Permits do not specify a minimum frequency for ROW maintenance.The permit only requires that ALL ROWs be accessible to the permittee at ALL times in order
to allow them unimpeded access to respond to emergencies. The required minimum frequency is left up to the permittee to decide.
7. Permits do not specify a minimum frequency for line cleaning. The permit only requires that the permittee clean 10 percent of their system annually. Therefore, if a
permittee has 50 miles of sanitary sewer, then they must clean a minimum of 5 miles, or 26,400 linear feet per year. Divided by 52, for 52 weeks in a year, this would
require the permittee to clean 26,400 feet/52 weeks 508 feet/week.
8. The Annual General Observation (AGO)of the collection system requires the permittee to observe every collection system asset at least once per year. If the
permittee believes the entire system is observed throughout the course of each year, either by collection system employees, or by any others (non-employees), then all
the permittee needs to do to meet permit requirements is to annually sign and date the AGO Certification form located within this workbook. Otherwise, the permittee
needs to assess the system to identify those areas, which are so remote that they would not be observed at least once throughout the course of a year, make a master
listing of these areas, and then ensure each remote area or asset is checked at least once per year, and document the checks. You can use the Remote Areas Master
Listing and the Remote Areas Inspection Loa in this workbook. to meet these two conditions.
9. The permit requires that each HPL be inspected every six month period of time. Therefore, if it is checked on 01/01/12, then the permittee should not check it again
(unless necessary), until 06/01/2012, in order for the inspection to count toward this requirement. The goal is to get the permittee to inspect each HPL at least twice per
year with at least a 6 month time interval separating inspections. HPLs should NOT be checked one week, then the next week, then not again until the following year.
Page 17 of 17 COLLECTION SYSTEM ANNUAL PERMIT REQUIRED MINIMUM RECURRING ACTIVITIES 1/26/2024

HIGH PRIORITY LINE (HPL) INSPECTION & MAINTENANCE DATE LOG OPENED: DATE LOG CLOSED:
LOG
HPL ID#: HPL Name/Identifier: Location Description (i.e. road or stream crossing or intersection) or Beginning and Ending
Latitude/Longitude:
HPL Type: Assess the Following Conditions
c ch Supervisory Review Printed
co c d y Remarks
Date Operator(s) Printed Name(s) N . o oa E N c Name and Initials
d 8 C. O p
Q J U U) Q w` -,
HIGH PRIORITY LINE (HPL) INSPECTION AND
Page 20 of 21 MAINTENANCE LOG 1/26/2024

PUMP STATION (PS) MASTER LISTING
PS# PS Name/Identifier Location/Address Latitude Longitude Alarm Systems REMARKS
_ Audible Visible Telemetry SCADA
Alexander Industrial 292 White Plains Rd X X X X
1 Date of Last Pump Pump#1 Pump#2 Pump#3 Pump#4 Level Controls
Down Test Total Capacity(GPM) GPM GPM GPM GPM (floats, bubblers,
transducers)
95 95 Floats
PS# PS Name/Identifier Location/Address Latitude Longitude Alarm Systems REMARKS
Audible Visible Telemetry SCADA
Allens 780 NC hwy 16 South
X X X X
2 Date of Last Pump Pump#1 Pump#2 Pump#3 Pump#4 Level Controls
Down Test Total Capacity(GPM) GPM GPM GPM GPM (floats, bubblers,
transducers)
Floats
PS# PS Name/Identifier Location/Address Latitude Longitude Alarm Systems REMARKS
Audible Visible Telemetry SCADA
Armory 247 Waggin Trail .X X X X
3 Date of Last Pump Pump#1 Pump#2 Pump#3 Pump#4 Level Controls
Down Test Total Capacity(GPM) GPM GPM GPM GPM (floats, bubblers,
transducers)
52 39 Floats
PS# PS Name/Identifier Location/Address Latitude Longitude Alarm Systems REMARKS
Audible Visible Telemetry SCADA
Boston 610 Boston Road X X X X
4 Date of Last Pump Pump#1 Pump#2 Pump#3 Pump#4 Level Controls
Down Test Total Capacity(GPM) GPM GPM GPM GPM (floats, bubblers,
transducers)
96 96 Floats
PS# PS Name/Identifier Location/Address Latitude Longitude Alarm Systems REMARKS
Audible Visible Telemetry SCADA
Craftmaster 754 Sharpe Lane X X X X
5 Date of Last Pump Pump#1 Pump#2 Pump#3 Pump#4 Level Controls
Down Test Total Capacity(GPM) GPM GPM GPM GPM (floats, bubblers,
transducers)
69 69 Floats
PS# PS Name/Identifier Location/Address Latitude Longitude Alarm Systems REMARKS
Audible Visible Telemetry, SCADA
Ellendale 361 Ellendale Park Lane X X X X
6 Date of Last Pump Pump#1 Pump#2 Pump#3 Pump#4 Level Controls
Down Test Total Capacity(GPM) GPM GPM GPM GPM (floats, bubblers,
transducers)
261 244 Floats
Page 1 of 21 Pump Station (PS) Master Listing Date Last Updated: 1/26/2024

PS# PS Name/Identifier Location/Address Latitude Longitude Alarm Systems REMARKS
Audible Visible Telemetry SCADA
Fairgrounds 2442 NC Hwy 16 South X X X X
7 Date of Last Pump Pump#1 Pump#2 Pump#3 Pump#4 Level Controls
Down Test Total Capacity(GPM) GPM GPM GPM GPM (floats, bubblers,
transducers)
90 90 Floats
PS# PS Name/Identifier Location/Address Latitude Longitude Alarm Systems REMARKS
Audible Visible Telemetry SCADA
Fairway Oaks 121 Wedgewood Circle X _X X X
8 Date of Last Pump Pump#1 Pump#2 Pump#3 Pump#4 Level Controls
Down Test Total Capacity(GPM) GPM GPM GPM GPM (floats, bubblers,
transducers)
101 110 Floats
PS# PS Name/Identifier Location/Address Latitude Longitude Alarm Systems REMARKS
Audible Visible Telemetry SCADA
Gravel Hill 329 NC Hwy 16 N X X X X
9 Date of Last Pump Pump#1 Pump#2 Pump#3 Pump#4 Level Controls
Down Test Total Capacity(GPM) GPM GPM GPM GPM (floats, bubblers,
transducers)
69 19 Floats
PS# PS Name/Identifier Location/Address Latitude Longitude Alarm Systems REMARKS
Audible Visible Telemetry SCADA
Hiddenite 374 Sulpher Springs Rd X X X X
10 Date of Last Pump Pump#1 Pump#2 Pump#3 Pump#4 Level Controls
Down Test Total Capacity(GPM) GPM GPM GPM GPM (floats, bubblers,
transducers)
105 102 Floats
PS# PS Name/Identifier Location/Address Latitude Longitude Alarm Systems REMARKS
Audible Visible Telemetry SCADA
Isenhour 131 Isenhour Park Rd X X X X
11 Date of Last Pump Pump#1 Pump#2 , Pump#3 Pump#4 Level Controls
Down Test Total Capacity(GPM) GPM GPM GPM GPM (floats, bubblers,
transducers)
36 Floats
PS# PS Name/Identifier Location/Address Latitude Longitude Alarm Systems REMARKS
Audible Visible Telemetry SCADA
Jay Drive 272 West Jay Drive X X X X
12 Date of Last Pump Pump#1 Pump#2 Pump#3 Pump#4 Level Controls
Down Test Total Capacity(GPM) GPM GPM GPM GPM (floats, bubblers,
transducers)
366 335 Floats
Page 2 of 21 Pump Station (PS) Master Listing Date Last Updated: 1/26/2024

PS# PS Name/Identifier Location/Address Latitude Longitude Alarm Systems REMARKS
Audible Visible Telemetry SCADA
Lewittees 1867 NC Hwy 90 E X X X X
13 Date of Last Pump Pump#1 Pump#2 Pump#3 Pump#4 Level Controls
Down Test Total Capacity(GPM) GPM GPM GPM GPM (floats, bubblers,
transducers)
209 244 Floats
PS# PS Name/Identifier Location/Address Latitude Longitude Alarm Systems REMARKS
Audible Visible Telemetry SCADA
Macedonia 121 Wedgewood Circle X X X X
14 Date of Last Pump Pump#1 Pump#2 Pump#3 Pump#4 Level Controls
Down Test Total Capacity(GPM) GPM GPM GPM GPM (floats, bubblers,
transducers)
309 232 Floats
PS# PS Name/Identifier Location/Address Latitude Longitude Alarm Systems REMARKS
Audible Visible Telemetry SCADA
McLelland 130 Lower Lane X X X X
15 Date of Last Pump Pump#1 Pump#2 Pump#3 Pump#4 Level Controls
Down Test Total Capacity(GPM) GPM GPM GPM GPM (floats, bubblers,
69 Floats
PS# PS Name/Identifier Location/Address Latitude Longitude Alarm Systems REMARKS
Audible Visible Telemetry SCADA
Millersville 80 Millersville Church Rd X X X X
16 Date of Last Pump Pump#1 Pump#2 Pump#3 Pump#4 Level Controls
Down Test Total Capacity(GPM) GPM GPM GPM GPM (floats, bubblers,
transducers)
317 317 Floats
PS# PS Name/Identifier Location/Address Latitude Longitude Alarm Systems REMARKS
Audible Visible Telemetry SCADA
Mitchell Gold 55 One Comfortable X X X X
Place
17 Level Controls
Date of Last Pump Pump#1 Pump#2 Pump#3 Pump#4
Down Test Total Capacity(GPM) GPM GPM GPM GPM (floats, bubblers,
transducers)
27 65 Floats
PS# PS Name/Identifier Location/Address Latitude Longitude Alarm Systems REMARKS
Audible Visible Telemetry SCADA
Mt. Pilot 260 Mt Pilot MHP Dr X X X X
18 Date of Last Pump Pump#1 Pump#2 Pump#3 Pump#4 Level Controls
Down Test Total Capacity(GPM) GPM GPM GPM GPM (floats, bubblers,
transducers)
18 18 Floats
Page 3 of 21 Pump Station (PS) Master Listing Date Last Updated: 1/26/2024

PS# PS Name/Identifier Location/Address Latitude Longitude Alarm Systems REMARKS
Audible Visible Telemetry SCADA
Northwood 393 Northwood Park X X X X
19 Date of Last Pump Pump#1 Pump#2 Pump#3 Pump#4 Level Controls
Down Test Total Capacity(GPM) GPM GPM GPM GPM (floats, bubblers,
transducers)
523 523 Floats
PS# PS Name/Identifier Location/Address Latitude Longitude Alarm Systems REMARKS
Audible Visible Telemetry SCADA
Paul Payne 1428 Paul Payne Store X X X X
Rd
20 Level Controls
Date of Last Pump Pump#1 Pump#2 Pump#3 Pump#4
Down Test Total Capacity(GPM) GPM GPM GPM GPM (floats, bubblers,
transducers)
78 91 Floats
PS# PS Name/Identifier Location/Address Latitude Longitude Alarm Systems REMARKS
Audible Visible Telemetry SCADA
Pier Point 11 Pier Point Lane X X X X
21 Date of Last Pump Pump#1 Pump#2 Pump#3 Pump#4 Level Controls
Down Test Total Capacity(GPM) GPM GPM GPM GPM (floats, bubblers,
transducers)
167 150 Floats
PS# PS Name/Identifier Location/Address Latitude Longitude Alarm Systems REMARKS
Audible Visible Telemetry SCADA
Prison 633 Old Landfill Rd X X X X
22 Date of Last Pump Pump#1 Pump#2 Pump#3 Pump#4 Level Controls
Down Test Total Capacity(GPM) GPM GPM GPM GPM (floats, bubblers,
transducers)
154 201 Floats, Transducer
PS# PS Name/Identifier Location/Address Latitude Longitude Alarm Systems REMARKS
Audible Visible Telemetry SCADA
Saunders 127 Saunders Rd X X X X
23 Date of Last Pump Pump#1 Pump#2 Pump#3 Pump#4 Level Controls
Down Test Total Capacity(GPM) GPM GPM GPM GPM (floats, bubblers,
transducers)
61 54 Floats
PS# PS Name/Identifier Location/Address Latitude Longitude Alarm Systems REMARKS
Audible Visible Telemetry SCADA
Schronce 1460 NC Hwy 16 South X X X X
24 Date of Last Pump Pump#1 Pump#2 Pump#3 Pump#4 Level Controls
Down Test Total Capacity(GPM) GPM GPM GPM GPM (floats, bubblers,
transducers)
48 52 Floats
Page 4 of 21 Pump Station (PS) Master Listing Date Last Updated: 1/26/2024

PS# PS Name/Identifier Location/Address Latitude Longitude Alarm Systems REMARKS
Audible Visible Telemetry SCADA
Shurtape 2442 NC Hwy 16 South X X X X
25 Date of Last Pump Pump#1 Pump#2 Pump#3 Pump#4 Level Controls
Down Test Total Capacity(GPM) GPM GPM GPM GPM (floats, bubblers,
transducers)
193 209 Floats
PS# PS Name/Identifier Location/Address Latitude Longitude Alarm Systems REMARKS
Audible Visible Telemetry SCADA
Statesville Pallet 93 Old Mountain Rd X X X X
26 Date of Last Pump Pump#1 Pump#2 Pump#3 Pump#4 Level Controls
Down Test Total Capacity(GPM) GPM GPM GPM GPM (floats, bubblers,
transducers)
100 87 Floats
PS# PS Name/Identifier Location/Address Latitude Longitude Alarm Systems REMARKS
Audible Visible Telemetry SCADA
Stony Point School 350 Stony Point School X X X X
Rd
27 Level Controls
Date of Last Pump Total Capacity(GPM) Pump#1 Pump#2 Pump#3 Pump#4 (floats, bubblers,
Down Test GPM GPM GPM GPM transducers)
87 87 Floats
PS# PS Name/Identifier Location/Address Latitude Longitude Alarm Systems REMARKS
Audible Visible Telemetry SCADA
Taylor King 286 County Home Rd X X X X
28 Date of Last Pump Pump#1 Pump#2 Pump#3 Pump#4 Level Controls
Down Test Total Capacity(GPM) GPM GPM GPM GPM (floats, bubblers,
transducers)
75 67 Floats _
Page 5 of 21 Pump Station (PS) Master Listing Date Last Updated: 1/26/2024

12 5 230 5 230/5 MYERS WG5 5H 23 2
22 10 460 3 460/3 KEEN BG 45 00 2
2 10 460 3 460/3 MYERS WGX100H 2
7.5 460 3 460/3 HYDRO- HPGFH750 2
MATIC M4-2
4 57 460 3 460/3 W I LO FA10.78Z 2
2 7.5 460 3 460/3 Barnes 3SCMPA 2
15 7.5 208 3 208/3 MYERS WG 25H 03 1
15 7.5 208 3 208/3 KEEN KHG7-2083 1
F-M=Fairbanks Morse
P-G-H=portable generator hookup
G-F=GrundFus

r
APPROX.
AGE OF VOLTAGE/ NO.OF
PUMP(S) HP VOLTAGE PHASE PHASE MAKE MODEL PUMPS
15 2.5 / GOULDS 2
23 7.5 200 3 200/3 MYERS 4VH703M4- 1
23 10 200 3 200/3 G-F SL1.30.A40 1
.100.EX.4.6
<1 24 460 3 460/3 F-M D5433WD 2
12 5 230 3 230/3 MYERS WG25 21 2 6 25 460 3 460/3 F-M D5433MV 2
10 40 240 3 240/3 F-M D5435MV 2
8 40 460 3 460/3 F-M 5435MV 2
24 5 240 3 240/3 MYERS WG 25H-23 2
24 7.5 240 3 240/3 MYERS WG 25H-23 2
10 15 230 3 230/3 F-M D5437MV 2
10 7.5 230 3 230/3 F-M D5432MV 2
10 5 230 3 230/3 MYERS WG5205H 23 2
8 100 480 3 480/3 F-M D5434MV 2
HYDRO- HPGHH500
8 5 240 1 240/1 2
MATIC M3-2
8 5 240 1 240/1 HYDRO- HPGHH500 2
MATIC M3-2
7 40 460 3 460/3 F-M D5435MV 2
<1 13 230 3 230/3 HOMA GRP118/3 2
7 7.5 / MYERS WGX75H 2
16 20 460 3 460/3 G-F 99781535 1
16 25 230 3 230/3 CHICAGO F02 SiBHEC 1
16 10 230 3 230/3 HYDRO- H4H1000M 2
MATIC 3-4
4 / 2

PUMPING FORCEMAIN
PUMP CAPACITY APPROX.LENGTH POWER
DESCRIPTION (GPMja LEN DIA AND DIAMETER RELIABILITY
2510
Non-Clog 30 30 @—' 268 4 268'/4" NONE
Submersible —
Non-Clog 80 80 @,2 1010 4 1010'/4" NONE
Submersible
Dry-Pit 450 450 @_' 2271 6 2271'/6" GENERATOR
Grinder 36 36 @ 972 2 972 /2 NONE
Non Clog 500 500 @—' 3158 6 3158'/6" GENERATOR
Submersible —
Non-Clog 125 125 @—' 6955 4 6955'/4" GENERATOR
Submersible Non-Clog 200 200 @—' 22800 6 22800'/6" GENERATOR
Submersible —
Grinder 50 50 @—' 1400 4 1400'/4" NONE
Grinder 45 — 45 @—' 3265 4 3265'/4" NONE
Non-Clog 345 345 @—' 3898 6 3898'/6" GENERATOR
Submersible Non-Clog 120 120 @_ 997 4 997'/4" P-G-H
Submersible —
Grinder 96 — 96 @_' 2865 3 2865'/3" P-G-H
Non-Clog 320 288 320 @288' 15481 8 15481'/8"
Submersible
Grinder 55 72 55 @72' 972 3 972'/3"
Grinder 52 61 52 @61' 821 3 821'/3"
Non Clog 250 250 @_' 4507 6 4507'/6" GENERATOR
Submersible —
Grinder 90 — 90 @_'', 3725 4 3725'/4" GENERATOR
77 @_' 2830 3 2830'/3" P-G-H
Grinder 77 _
Non Clog 1601 160 @—' 2582 4 2582'/4" P-G-H
Submersible I —
Non-Clog
Submersible 160 _ 160 @_ 2122 4 2122'/4" P-G-H
Grinder 91 91 @—' 1553 3 1553'/3" P-G-H

Grinder 56 _ 56 @_' 1798 3 1798'/3" GENERATOR
Non-Clog 95 95 @ 10104 4 10104'/4" GENERATOR
Submersible —
Grinder 55 _ 55 @_' 5360 3 5360'/3" GENERATOR
Grinder 80 _ 80 @_'' 1960 4 1960'/4" NONE
Non Clog 175 187 175 @187' 17945 6 17945'/6"
Submersible
Chopper 85 46 85 @46'
Grinder 80 _ 80 @_' 1543 4 1543'/4" P-G-H
Total

Ellendale
7 ``fir r V
co coc. N W
r
F_
›' '� I
--____I F_____ , --V/ ----T___-----
7
ll r____, \
i 1 )
H / , _ _ p
�
�' r
/ %� l� U
i\
i
_ I Hii
\\\ 'I
\ \
•
/ ....----
...6F
USM 64-90 HWY W

Appendix B
Organizational Chart Chain of Command

Town of Taylorsville
Organizational Chart
2023-2024
Citizens of the Town of
Taylorsville
Mayor&
Town Council
(
Town Attorney
/
Town Manager
(
Outside Agencies
Operations
`^-,�.: ..��.�.,.�. ,�•,.�-mom
Administration Public Utilities Manager Chief of Police
----( Budget D c Water ) ( Sewer ) ( Patrol
)
Planning&Development Parks ) ( Cemetery Investigations
Personnel ) ( Buildings Streets Support Services
Finance
Misc Governmental
(
Operations
3

Appendix C
Response Action Plan
Emergency Contingency Plan

SPILL/ RESPONSE ACTION PLAN
TOWN OF TAYLORSVILLE
24 HOUR CONTACT NUMBERS
EMERGENCY SERVICES IF NEEDED- 911
COLLECTIONS SYSTEM ORC LUKE ROBINETTE: 828-455-3989
TOWN HALL: 828-632-2218 (after hours dispatch will put you through to
person on-call)
MOORESVILLE REGIONAL OFFICE: 704-663-1699 (TO REPORT SSO)
EQUIPMENT LIST AND SPARE PARTS
Spare pumps list is attached on separate paper, pumps located 63 June Bug Loop
Jetter trailer is located at county garage (276 Matheson Park Ave)
63 June Bug Loop for tractor, backhoe, trucks and combination truck
CLEANING EQUIPMENT
Call town hall 828-632-2218 for access to cleaning equipment
ACCESS TO CONSTRUCTION CREWS, CONTRACTORS AND/OR ENGINEERS
LOCKE LANE CONSTRUCTION JOHN LIVENGOOD: 828-3814260
CHAD SIGMON CONSTRUCTION: 828-405-4702
STRAW OR LIME FROM ROGERS MILLS: 828-632-3052
SAND FROM UNICON: 828-632-7025
WRECKER SERVICE CHAPMAN'S GARAGE: 704-585-2456
WASTEWATER PLANT SUPERVISOR IF NEEDED- 828-632-5280
SOUTHERN SOIL BUILDERS-ZACH KEYS: 336-957-7871
WEST CONSULTANTS ENGINEERS 828-433-5661
SOURCE OF EMERGENCY FUNDS
Call Town Hall to speak with town manager 828-632-2218

In the event of a spill the following action should be taken immediately:
1-Halt the source of the spill-
Ruptured line valve or damaged tank unit. Call for cleaning and/or repair crew
depending upon severity.
2-Contain the spill-
Use straw bales to form a barrier. In addition to straw bales, use shovels or
other earth-moving equipment available to form an earthen barrier if
necessary.
3-Clean up spill area-
Employ vacuum equipment or other devices to remove as much spill material
as possible. Complete clean up by scattering straw to soak up remaining
residuals. Remove straw and dispose of it in the landfill.
4-Final cleanup-
Flush roadways with water as necessary to clean. Allow to dry and incorporate
into the soil if the spill occurs on a non-paved tillable area. If the spill occurs
on private property final cleanup should be completed to the owners
satisfaction. Follow any cleanup recommendations from the regional office of
the NC division of water quality.
5-Management of cleanup efforts-
The project manager will take immediate charge and initiate clean up
activities. Additional labor may be requested from the plant or sewer crew.
The project manager will also communicate with the public on the scene,
answering questions and advising the community about the cleanup activity.
6- Reporting
Within 24 hours of a spill, the project manager will present a written report
detailing how the spill occurred and the corrective actions taken. Tests will be
performed on any receiving waters upstream and downstream of the spill to
include temperature, conductivity, BOD5, pH, and dissolved oxygen. An SSO
report will be filed with the state within 5 days.

Sign, Luke Robinette
Town of Taylorsville Collections System ORC

PUMP STATION FAILURE EMERGENCY RESPONSE PLAN
The purpose of this pump station emergency response plan is to ensure
that the Town of Taylorsville personnel follow established guidelines in
operating and maintaining the stations during emergency conditions. These
procedures were developed to help with some of the basic responses by
operators in emergency situations.
The Town of Taylorsville maintains 28 pump stations, 18 of which have
standby generators onsite.
AVAILABLE RESOURCES
• 2 portable generators
• 1 combo truck
• 1 pump truck
• 1 trailer jetter
• Backup pumps and parts for pump stations
SCADA
All 28 pump stations are equipped with SCADA that alert personnel to
problems
PRIORITY PS
Jay Dr, Northwoods, Macedonia, Prison, Paul Payne are pump
stations that require an extra level of care and concern. Each of these
stations have generators onsite and backup pumps in storage in the event
of a failure.
TYPES OF SITUATIONS
• HIGH FLOW (Storms/ heavy rain)
a Run both pumps in stations is not already doing so

a Make sure generator is in running condition if storm knocks
power out
o Have pump truck and equipment on standby if levels become to
high
• PUMP FAILURE
o Shut down and isolate affected pump
o Determine cause of failure
o Contact Lands electric to help in the process of pump
replacement
o Have pumptruck available in case levels become to high
9
• UTILITY POWER FAILURE
o Turn standby generator on if Automatic transfer switch hasn't
already done so
o Check for and tripped circuit breakers
o Look for evidence of power failure at or on power poles
(Transformers, Fuses, Broken lines/poles etc.)
o Call outage to Power company provider
• UTILITY AND GENERATOR POWER FAILURE
o *See Utility power failure
o Check for faults on the generator screen.
o Clear or fix existing faults
o Check fluid levels in generator
o Check automatic transfer switch, may have to switch power
manually
o Check for tripped circuit breakers
o Calls Lands Electric
o Bring portable generator from shop to site for emergency power

CONTACTS
Town Hall 828-632-2218
Lands Electric (David Land) 828-850-2700
Duke Energy Emergency Number 800-769-3766
Energy United Emergency Number 800-386-4833
Shell Brothers Distributors 828-632-3071
Signed, Luke Robinette
Town of Taylorsville Collection System ORC

Appendix D Budget
Repair & Rehabilitation
Capital Improvement Plan

RSlile
TOWN OF TAYLORSVILLE
e 79 WATER AND WASTEWATER SYSTEMS
G .7
( CAPITAL IMPROVEMENTS PLAN
'"s,. P~ FY 2022-23 THROUGH FY 2032-33
MDUNT04 G
PROJECT 2022 ESTIMATED
CAPITAL IMPROVEMENT PROJECTS START CONSTRUCTION
YEAR COST
COLLECTION SYSTEM PROJECTS
S1 Major Pump Station Rehabiliation:
a) Armory PS - Replace pumps, control panel, piping, valves, add valve vault,
add hood, generator quick connect 2023 $175,000
b) Gravel Hill PS - Replace pumps, control panel, piping, valves, add valve
vault, add hood, generator quick connect, and fence 2023 $175,000
c) Fairgrounds PS - Replace pumps, control panel, piping, valves, add valve
vault, add hood, generator quick connect 2023 $175,000
d) Jay Drive PS (serves highschool and nursing home)- Replace base
elbows, replace generator set, replace pumps and check valves, add
mechanical screen, replace controls rack, misc.; replace cast iron pipe
force main 2024 $600,000
e) Macedonia PS- Replace corroded equipment and improve corrosion
resistance (pumps, pipe, valves, control panel, guide rails, etc.) 2025 $450,000
f) McClelland PS- Replace corroded equipment and improve corrosion
resistance (pumps, pipe, valves, control panel, guide rails, etc.), add
generator quick connect, replace electrical rack 2026 $175,000
g) Northwood PS -Add mechanical screen 2026 $250,000
h) Paul Payne PS - Increase capacity-100% (replace/upsize pumps and
force main) 2022 $900,000
i) Fairway Oaks PS- Make resilient against flooding and storm damage
(elevate all electrical equipment) 2026 $100,000
j) Ellendale School PS (serves school)-Add mechanical screen 2027 $250,000
S2 Minor Pump Station Rehabilitation:
Replace corroded or otherwise failing equipment; improve reliability by 2028 $1,000,000
adding generator connections, all-weather electrical racks, pumper bypass
connections, and improved access roads; improve security by replacing or
adding fencing.As needed at the following pump stations: Boston Road,
Craftsmaster, Hiddenite, Isenhour Park, Lewittes, Mitchell-Gold, Mt. Pilot,
Pier Point, Saunders, Schronce, Statesville Pallet, Taylor King.
S3 Pipe and Manhole Rehabilitation in Northwood Park Sewershed 2023 $500,000
S4 Pipe and Manhole Rehabilitation in Paul Payne Sewershed 2024 $250,000
S5 Pipe and Manhole Rehabilitation in Gravel Hill Sewershed 2024 $150,000
S6 Pipe and Manhole Rehabilitation in Balance of Service Area 2030 $400,000
Total $5,550,000
WWTP IMPROVEMENTS PROJECTS
Headworks: Replace Influent Pumps, Replace Manual Screening Channel
WW1 Griner, Improve Drainage at Screenings Container 2022 $235,000
WW2 Replace RAS Pumps (4) 2023 $100,000
Town of Taylorsville Water and Wastewater Capital Improvements Plan
FY23 to FY33
Page 1 of 2

Town of Taylors ville
"The Brushy Mountain Gateway"
67 Main Avenue Drive
Taylorsville,North Carolina 28681
828.632.2218(Phone) • 828.632 7964(Fax,
www taylorsvillcn c.co m
A RESOLUTION TO CONSIDER AND ADOPT THE RECOMMENDED WATER AND
WASTEWATER SYSTEMS CAPITAL IMPROVEMENTS PLAN --
FISCAL YEAR 2022-23 THROUGH FISCAL YEAR 2032-33
WHEREAS, the Town of Taylorsville recognizes that a Capital Improvements Plan (CIP)
enables staff and the Council to plan for needed improvements; and
WHEREAS, the Capital Improvements Plan is a ten-year planning tool designed to help the
Town plan for the repair, replacement, and acquisition of capital items; to assist in financial
planning; to ensure better coordination and evaluation of projects; to provide necessary lead time
for project planning, permitting, and design; and to maintain or improve the Town's credit rating
and fiscal health; and
WIIEREAS, the Recommended Water and Wastewater Systems Capital Improvements Plan -
Fiscal Year 2022-23 through Fiscal Year 2032-33 will assist the Town in meeting its goal of
providing quality water and wastewater service to its citizens while maintaining reasonable fees
for the service; and
WHEREAS, the Recommended Water and Wastewater Systems Capital Improvements Plan -
FY 2022-23 through FY 2032-33 Capital Improvements Plan updates the last adopted CIP; and
WHEREAS, adjustments for anticipated projects can also be made each year during the annual
revision of the Town's budget.
THEREFORE, BE IT RESOLVED that the Town of Taylorsville Town Council has received the
Recommended Water and Wastewater Systems Capital Improvements Plan Fiscal Year 2022-
23 through Fiscal Year 2032-33 and adopts this Capital Improvements Plan.
Adopted' J$is the 4th day of April, 2022 at Taylorsville, Alexander County, North Carolina.
George B. iolIeman, ayor
C-D
C.) ••�
t ra •l• MO) ' T.;;)
Y. T.T. Prince, Town Clerk
The Tarn of Taylorville don nut discnmin to on the ban of race,color,nanonal ongm,
sex,religion,age or disability in employment or the pmrvton of semen.

PROJECT 2022 ESTIMATED
CAPITAL IMPROVEMENT PROJECTS START CONSTRUCTION
YEAR COST
Aeration Basins Blower Control Panel A/C and Misc. Electrical
WW3 2023 $100,000
Improvements (for example, surge protection devices)
WW4 Replace (7) Old Digester Blowers with (4) New Blowers; Adjust Pipe & 2024
Valves $260,000
WW5 Rehabilitate Clarifier#2 2023 $200,000
WW6 Rehabilitate Clarifier#1 2023 $200,000
WW7 Replace Standby Generator Set 2024 $270,000
WW8 Replace/Relocate Dechlorination Shelter 2025 $200,000
WW9 Replace V-notch Weirs at Chlorine Contact Chambers 2026 $35,000
WW10 Raise WAS Pump Station Walls, Add Overflow Pipe 2027 $135,000
WWII Septage Receiving Station 2028 $500,000
WW12 Piping & Valves to divert sludge tank decant to lower digesters 2029 $200,000
WW13 Storage Building 2023 $130,000
WW14 Old Digesters Improvements: fill bottoms, purchase portable submersible 2031
pump $550,000
WW15 Convert Chlorine Gas Disinfection to Ultraviolet Disinfection 2032 $500,000
Total $3,615,000
WATER PROJECTS
W 1 Second High Pressure Zone Tank (250,000 gal.) 2030 $750,000
W2 Replace 1"Waterline Off W. Jay Dr(2,000') 2027 $150,000
W3 Automatic Flusher Valves (2) 2023 $15,000
W4 Install New Gate Valves in Old System 2030 $500,000
W5 Replace Booster Pumps at Water Tanks 2031 $100,000
W6 Replace Cast Iron Water Mains (esp. in Hwy 90-Main Ave) 2032 $1,000,000
W7 Replace Water Meters Over 15 Years Old; Add Backflow Prevention 2025 $1,500,000
Total $4,015,000
Town of Taylorsville Water and Wastewater Capital Improvements Plan
FY23 to FY33
Page 2 of 2

f
Enterprise Fund - Sewer Expenditures
2022/23 2023/24 Percent
Budget Budget Change
Operations
General
30.8100.2620 Advertising 1,000
30.8100.9800 Alexander County-Millersville Sewer Agreement 10,500
30.8100.1640 Certifications 300
30.8100.0413 Contracted Services,Engineering 4,000 4,000 0.0%
30.8100.7407 Contracted Services,Mission Communication 10,000 12,000
30.8100.3302 Department Supplies 40,000 50,000 25.0%
30.8100.1604 Leak Repairs 5,000 15,000 200.0%
30.8100.1602 Maint.&Repair-Equipment 20,000 15,000 -25.0%
30.8100.1613 Maint.&Repair-ROW 2,500
30.8100.7406 Sewer Line Cleaning(10%Required by State) 35,000 35,000 0.0%
30.8100.1620 System Maintenance 60,000 40,000 -33.3%
30.8100.1625 System Permits 3,000
30.8100.4503 Tap Installation 2,000 2,000 0.0%
30.8100.1001 Training 1,100 1,000 -9.1%
30.8100.1402 Travel 250 250 0.0%
Sub Total 177,350 191,550 8.0•/.
Lill Stations
30.8100.4521 Lift Station Chemicals 15,000 16,500 10.0%
30.8100.1605 Maint&Repair-Lift Stations 60,000 60,000 0.0%
30.8100.1621 Maint&Repair-Lift Station Pumps 50,000
30.8100.1305 Utilities-Lift Station Power 61,000 61,000 0.0%
30.8100.1306 Utilities-Lift Station Water 7,000
30.8100.1622 Maint&Repair-Generators 5,000
Sub Total $136,000 $199,500 46.7°/.
Wastewater Treatment Plant
30.8100.4501 Contracted Services,Laboratory 30,000 22,000 -26.7%
30.8100.4510 Contracted Services,ORC 34,000 34,000 0.0%
30.8100.7408 Diffuser Basin Contract EDI Blowers 13,000 13,000 0.0%
30.8100.1325 Dumpster Services 3,100
30.8100.1624 Maint&Repair-WWTP 40,000
30.8100.1623 Maint&Repair-WWTP Pumps 20,000
30.8100.4505 Sludge Removal 45,000 30,000 -33.3%
30.8100.1310 Utilities-WWTP Power 62,000 40,000 -35.5%
30.8100.4520 WWTP Chemicals 44,000 25,000 -43.2%
30.8100.4530 WWTP Supplies 10,000 10,000 0.0%
Sub Total $238,000 8237,100 -0.4% Balance Payoff Interest
Debt Service Owed Year Free
30.8100.9914 CS370700-03(NC DEQ-Various Sewer Coll) 17,300 17,300 0.0% $ 172,270.15 2033 No
30.8100.9998 CS370700-04(NC DEQ-Millersville Sewer) 42,600 42,600 0.0% $ 510,131.40 2035 Yes
30.8100.9918 C5370700-05(2015 Collections proj) 26,800 26,800 0.0% $ 401,780.80 2038 Yes
30.8100.9300 C5370700-06(2018 Sewer Coll) 74,900 74,900 0.0% $1,123,290.40 2038 Yes
30.8100.9920 CS370700-07(Solar Proj) 12,500 12,500 0.0% $ 211,531.60 2040 Yes
30.8100.9910 E-SRF-T-09-0242(NC DEQ-ARRA Sewer) 25,300 25,300 0.0% $ 176,680.17 2030 Yes
30.8100.9100 E-SRP-W-17-0060 (2018 WWTP Imp Pro) 22,500 17,125 -23.9% $ 291,078.25 2040 Yes
30.8100.9997 Future Projects 128,011 77,172 -39.7%
30.8100.9925 Vac Truck Payment 0 50,000
30.8100.9999 Interest 4,400 4,400 0.0%
Sub Total $354,311 $348,097 -1.8%
30.8100.7401 Capital Outlay 35,000 30,000 -14.3%
Sub Total $35,000 $30,000 -14.3%
Contingency
30.8100.0002 Contingency 0 0 0.0%
Sub Total $0 $0 0.0%
Total Expenditures $940,661 $1,006,247 7.0%
31

Appendix E
Fat Oil Grease
(FOG) Information

Water Bill -FOG Information
it ii i i. i 111 r
i,.
51a11.!'I u kt p:synhle-11>- , t,
.7"zoylnr,ville
/.?'�i-in:'S 1>)�.' T lri�a' IIY:1_t•K1 11 I A"1-.ti.1>Ii ti.ANi> i ki:.A1l't>t'T t>i"VC1TIR t K
r., .r�.'ill<•. =�('=hf.1{1 1'12 .V..f•IT `VJI'.k Isl.<x'.KAeaf ti[N(>I)R C't)M Ml'NYt
Mice l-lnxst,.x:l:rl- 'i:/)11 A 109`.• PILNAI:I'Y NA'I I.1.If.F:ADI)EI)Tt)V(.)()k
\3<>n6:.s thn,PraS.,yI,NtiVI'PAID ISN''1'llh:DI lib:.1)A'1'Tr:.'1"ICISRI:
t:"!r>.e<i iioti.i;+yam 1S NC)t:HAS'IF:I'It:k It gill i i 1)l11 I)AII VA I.E...
10i)k ING A WE1?1•SE:.NI)_
We accept(-ash,(:.:heck,
M v C)rcier,Visa and S NV IC'E W SILL,I; .'FISItMINA"Cif.3 30 Y>AY
Mas tarcard A.I I_IIZ'I'IiE.J? '{lf�.,. - • ire} ,f!i. 'j'1$N(YC
13ills nl:.y h:paid at AALANICB �T,„�, ,y
Men.< [z>
FOG Handout
.011116.
40.7112e."
7ri. 1
What is FOG? Managing Fats,Oils tk Grease
FOG refers to rats.Oils,and Grease b0.' r,C)N'T! ,l>f
tram food preparation and kitchen clean Pour cooking oil into X Discharge FOG down
up.Significant sources o/FOG include: covered container and drains,sinks,or
Meat Fats dispose with garbage storm grates
Cooking oil ./ Scrape food scraps into the X Scrape food scraps into
Food scraps garbage or compost bin the sink
Sauces.salad dressings and and wipe dishes free of FOG X Run water over `N
mayonnaise , Clean grease spills with greasy dishes
Lard.shortening and butter absorbent material and
Dairy products then dispose edit In
the garbage
Why bass FC>G
Causer PrabI rrts? Grease Myths
FOG may look like liquid when drained I.,.s okay[o lax FOC,go down tit,drain et
but it solidifies when discharged into
the sanitary sewer and sticks to pipe X I r n hot w .The reeve still evenarney cone and
walls.This may result in: solid*M the sewer pipe.
• Clogged drains Higher server X I..............................Ti..'garbage disposal only
and/or toilets charges grinds up larger hems before diuharging II..n.to the sewer
Sewage back-ups Odors system.The garbage disposal does not eliminate the FOC from
into your home Potential public thefe earns.Compost food scraps es Opp/Whole"
Discharge of raw health risks X I vhssii.t eluven wefts Jish >i....Ma::t dish soaps
sewage to the break up grease,but the soap will eventuoel•lose its
envoronenent effectiveness,sousing the grease to soi.dify in the sewer system.
Expensive cleanup
and replacement of
damaged property
Y
h ag
4,