WQCS00157_Renewal (Application)_20201202

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TOWN OF SCOTLAND NECK
P.O. Box 537
November 24,2020 1310 MAIN STREET
SCOTLAND NECK, NC 27874
North Carolina Division of Water Quality r F lVED
Municipal Permitting Unit
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Attn: WQCS Renewals RDEC 01 2020
1617 Mail Service Center
Raleigh, NC 27699-1617 NCDEQ/DWR/NPDES
RE: System-wide Collection System Permit Renewal
Scotland Neck Collection System
Permit No.WQCS0015
To Whom It May Concern:
The Town of Scotland Neck has received your letter dated October 1, 2020,advising us to submit the Collections
System Permit Application Renewal no later than December 2,2020.
SUMMARY OF ATTACHMENTS REQUIRED
Instruction A: Cover Letter
Instruction C: Application
Instruction C: Ownership Documentation
Instruction D: Delegation Letter
Section IV.3: Pump Station List
Section IV.4: High Priority Lines
Section V.4: Annual Budget for Collection System
Section V.6: Capital Improvement Plan(Updated and approved)
Section VI.2: Response Plan
Section VI.4: Contingency Plan
Section VI.6: Comprehensive Collections System Map
Section VII: Note Any Potential Compliance Issues
If you have questions or concerns,please contact Nancy Dempsey,Town Clerk,at 252-826-3152 or
[e-mail] or Bobby Davis,ORC at 252-886-2387.
Sincerely,
Nancy Dempsey
Town Clerk
"This Institution is an equal opportunity provider and employer"
www.townofscotlandneck.com
Phone: [phone] • Fax: [phone] • email: [e-mail]

I. APPLICANT INFORMATION:
1. Applicant's name:: Town of Scotland Neck
2. Facility Information:Name: Town of Scotland Neck Collection System Permit No.:WQCS00157
3. Applicant type: X❑Municipal ❑State ❑Privately-Owned Public Utility
❑Other:
4. Signature authority's name:Nancy Dempsey
Title:Town Clerk
5. Applicant's mailing address: P. O.Box 537 1310 Main Street
City: Scotland Neck State: NC Zip:27874
6. Applicant's contact information:
Phone number: 252-826-3152 Fax number:252-826-2107 Email address: [e-mail]
II. CONTACT/CONSULTANT INFORMATION:
1. Contact Name: Bobby Ernest Davis
2. Title/Affiliation:Contract Operator
3. Contact's mailing address: 243 McFarland Road
4. City:Enfield State:NC Zip:27823
5. Contact's information:
Phone number:252)-886-2387 Fax number:( )T Email address: bdavis43(dembargmail.com
III. GENERAL REQUIREMENTS:
1. New Permit or Premit Renewal? ❑New ❑ X Renewal
2. County System is located in: Halifax County
3. Owner&Name of Wastewater Treatment Facility(ies)receiving wastewater from this collection system:
Owner(s)&Name(s):Town of Scotland Neck Wastewater Treatment Plant
4. WWTF Permit Number(s): NC0023337
5. What is the wastewater type? 100%Domestic %Industrial(See 15A NCAC 02T.0103(20))
Is there a Pretreatment Program in effect?❑Yes or X❑No
6. Wastewater flow:.450 MGD(Current average flow of wastewater generated by collection system)
7. Combined permitted flow of all treatment plants: .750 MGD
8. Explain how the wastewater flow was determined: ❑ 15A NCAC 02T.0114 or❑ X Representative Data
9. Population served by the collection system: 2059
IV. COLLECTION SYSTEM INFORMATION:
1. Line Lengths for Collection System:
Sewer Line Description Length
Gravity Sewer 16(miles)
Force Main 1.36(miles)
Vacuum Sewer (miles)
Pressure Sewer (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 5
3. Submit a list of all major(i.e.not simplex pump station serving a single family home)pump stations. Include the following
information:
> Pump Station Name
➢ Physical Location
➢ Alarm Type(i.e.audible,visual,telemetry,SCADA)
➢ Pump Reliability(Can convey peak hourly wastewater flow with largest single pump out of service)
> Reliability Source(permanent/portable generator,portable pumps)
➢ Capacity of Station(Pump Station Capacity in GPM)
4. Submit a list of all high priority lines according per 15A NCAC 02T.0402(2)known to exist in the collection system. Head
the list with"Attachment A for Condition V(4)"and include the system name.
➢ Use the same line identification regularly used by the applicant
> Indicate type of high priority line(i.e.aerial),material and general location
V. COLLECTION SYSTEM ADMINISTRATION:
1. Provide a brief description of the organizational structure that is responsible for management, operation and maintenance of
the collection system.
2. Indicate the current designated collection system operators for the collection system per 15A NCAC 08G.0201
Main ORC Name: Bobby Ernest Davis Certification Number:24968
Back-Up ORC Name: Eric Wayne Johnson Certification Number:_1008407
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: $469,763.00
4. Submit a copy of your current annual budget.
5. Approximate capital improvement budge for the collection system only: $ 50,221.00
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 El Yes or❑No(If yes complete table below)
Satellite System Contact Information(Name,Address,Phone Number)
Complete for Satellite Systems that have a flow or capacity greater than 200,000 GPD(Average daily flow)
9. List any agreements or ordinances currently in place to address flows from satellite systems:
APPLICATION CSA 04-16 Page 4 of 5

VI. COLLECTION SYSTEM COMPLIANCE:
1. Is a Response Action Plan currently in place X El 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 El 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 El 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 gYes El No 12—18 mo.
I(5)— Grease inspection and enforcement program ®Yes ❑No 12—18 mo.
I(6)—Three to five year current Capital Improvement Plan. ®Yes El No 12—18 mo.
1(8)—Pump station contingency plan ®Yes El No 3 mo.
I(9)—Pump station identification signs. ®Yes El No 3 mo.
I(11)—Functional and conspicuous audible and visual alarms. ®Yes ❑No 3—6 mo.
II(5)—Spare pumps for any station where one pump cannot
handle peak flows alone(in a duplex station,the 2'pump is g Yes El No 6—9 mo.
the spare if pump reliability is met).
II(7)—Accessible right-of-ways and easements. ® Yes ❑No 6—12 mo.
II(9)—Response action plan with Items 9(a—h). Yes ❑No 3 mo.
III(3)—Comprehensive collection system map 1E1 Yes ❑No 10%per year
For conditions not listed,compliance dates are not typically offered. List any permit conditions that may be difficult for the
applicant to meet(attach clarification if needed):
VII. APPLICANT'S CERTIFICATION per 15A NCAC 02T.0106(b):
I, Nancy Dempsey attest that this application for Town of Scotland Neck Collection System
(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: cu A . Date: \N c�.�- G ci
Nancy Dempsey
APPLICATION CSA 04-16 Page 5 of 5

Town of Scotland Neck
Attachment
TOWN OF SCOTLAND NECK Section No IV.4
SENSITIVE AREA CHECK LIST
#1. Line crossing ditch % mile out of city limit east of Scotland Neck
#2. Line crossing ditch of Jr. High School road at National Guard Armory drive
way other side of road.
#3. Line crossing ditch at southwestern corner on school on Jr. High School
Road
#4. Line crossing ditch on house Ave at old National Guard Armory west corner
of building other side of road.
#5. Line crossing ditch east side of Guardian Care
#6. Check main hole at ditch next to life station #4
#7. 4" line crossing ditch at 27434 Hwy 125 South RECEIVED
DEC 01 2020
NCDEQIDWRINPDES

Town of Scotland Neck
High Priority Sewer Lines Inspections
(Permit No WQCS00157)
Area#
No 6 Inspections of all high priority lines(aerial lines) positioned
NCSR 1804 ' t'r� k 's parallel to stream banks that are subject to eroding in such a
,
Next to Lift Station No 4 - �►t- Ott • manner that threaten the sewer line shall be inspected at least
Manhole in Ditch y once every six months
36"Degrees 7'7" N
77 Degrees 24' 56" W
Manhole
No 7
27434 Hwy125 South '� Inspections of all high priority (aerial lines) positioned
. p g lines
4 inch line crossing ditch � . ._ parallel to stream banks that are subject to eroding in such a
36 Degrees 7' 5" N manner that threaten the sewer line shall be inspected at least
77 Degrees 25' 25" W � *F • once every six months
A+b ""'•� ; +yam,,. �° Y W-.
e` ..
4 inch line

Town of Scotland Neck
High Priority Sewer Lines Inspections
(Permit No WQCS00157)
Area# Location Picture Inspection Comments Initial Date
No 1 Hwy 903 East •
1/2 Mile from City Limits 1,4 Inspections of all high priority lines(aerial lines) positioned
Line Crossing Ditch ,� ;i. � parallel to stream banks that are subject to eroding in such a
36 degrees 7' 29 N ,-. manner that threaten the sewer line shall be inspected at least
77 degrees 24' 15" W -,y�= ,, once every six months
10 inch Line
NO 2 Jr High School Road
Across from National Guard \ Inspections of all high priority lines(aerial lines) positioned
Line Crossing Ditch , , parallel to stream banks that are subject to eroding in such a
36 Degrees 7' 41 " N = x , Y manner that threaten the sewer line shall be inspected at least
77 Degrees 25' 30" W r- -'• -f k.' , "`" once every six months
r t,t ice.
8 inch line
No 3 Jr High School Road `.
Across from Jr High School Rd Inspections of all high priority lines(aerial lines) positioned
Line Across Ditch parallel to stream banks that are subject to eroding in such a
36 Degrees 7' 34" N - . *�'' manner that threaten the sewer line shall be inspected at least
77 Degrees 25' 40"W
N
8 inch line
L

Town of Scotland Neck
High Priority Sewer Lines Inspections
(Permit No WQCS00157)
No 4 House Avenue
West Corner of National Guard
Line Crossing Ditch Inspections of all high priority lines(aerial lines) positioned
36 Degrees 7' 41" N parallel to stream banks that are subject to eroding in such a
77 Degrees 25' 38 "W manner that threaten the sewer line shall be inspected at least
once every six months
8 inch line
No 5 Signature Health Care , a<Y �
Line Crossing Ditch Inspections of all high priority lines(aerial lines) positioned
Beside Signature Heath Care .4;�, g :;- parallel to stream banks that are subject to eroding in such a
1 a
36 Degrees 7'42" N �.,.�, ,� manner that threaten the sewer line shall be inspected at least
77 Degrees 25' 37" W • ,,; once every six months
8 inch line

Town of Scotland Neck
Attachment
Section No VI.2
Sanitary
Sewer Oveillow
Response Plan
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tk
System Name: Town of Scotland Neck
Permit Number: WQCS00157
Address: P. O. Box 537 1310 Main Street
City/State/Zip: Scotland Neck, NC 27874
Phone Number: 252-826-3152
Fax: [phone]
Email: [e-mail]

CONTENTS
SECTION
I. Purpose
II. Objectives
III. Procedures
A. Receipt of Information Regarding a Sanitary Sewer Overflow
B. Dispatch of Sewer Maintenance Personnel to Site of Sewer
Overflow
C. Overflow Correction, Containment, and Clean Up
D. Overflow Report
E. Customer Satisfaction
IV. SSO Response Plan Maintenance
V. Appendices
Appendix A — Contacts
Appendix B — Spill/SSO Reporting Form

I. Purpose
This Sanitary Sewer Overflow Response Plan has been prepared in accordance
with Permit WQCS00150 Part II (9) Operation & Maintenance Requirements.
The purpose of this SSO Response Plan is to ensure proper SSO reporting and
minimize the adverse effects that may be caused by a Sanitary Sewer Overflow.
This plan was revised on October 20, 2020
This plan will be reviewed and/or updated annually to incorporate any changes in
contact information; system components; and/or personnel.
II. Objectives
The objectives of this plan are listed below:
➢ To protect the public health and the environment
➢ To meet regulatory and permit requirements
➢ To develop and implement procedures to mitigate the effects of an SSO
➢ To protect collection system and wastewater treatment personnel
➢ To ensure the longevity of the collection system and wastewater treatment
plant equipment
➢ To protect both public and private property
➢ To minimize regulatory enforcement and/or penalties, resulting from a
spill/SSO
To provide appropriate customer service

III. Procedures
A. Receipt of Information Regarding a Sanitary Sewer Overflow
Sanitary Sewer Overflow's may be recognized and reported by system personnel
or by others. The System is responsible to act, in a timely manner, to all reports of
a possible SSO. Reports may be received via telephone, email, or by other means.
1. Typically reports received from the public will be received at Town Hall.
Personnel collecting information regarding a possible SSO, please obtain the
following:
a. Time and date call was received
b. Specific location
c. Description of problem
d. Time possible overflow was noticed
e. Reporter's name and phone number
f. Observations of the reporter
g. Relevant information that will enable system personnel to quickly locate,
assess and stop the overflow
2. Appropriate system personnel will be notified when a possible spill is reported.
All reports of a SSO must be investigated by staff within two hours. System
personnel must confirm the spill before it will be considered an SSO. Only after
confirmation by system personnel will a spill be considered an SSO.
3. As soon as possible, but no later than 24 hours of the confirmation of a reportable
Sanitary Sewer Overflow, the NC DWR Raleigh Regional Office will be notified
according to the rules of NC Division of Water Resources. The rule is:
Sanitary Sewer Overflow (SSO) Reporting Requirements to the Division of
Water Resources
The Permittee shall verbally report to a Division of Water Resources staff
member at the appropriate Regional Office, as soon as possible, but in no case
more than 24 hours following first knowledge of the occurrence of either of the
following:
• Any SSO and/or spill over 1,000 gallons to the ground; or
• Any SSO and/or spill, regardless of volume, that reaches surface water
Voice mail messages or faxed information shall not be considered as the initial
verbal report. SSOs (and other types of spills) occurring outside normal
business hours may also be reported to the Division of Emergency Management
at telephone number [phone] or [phone].

4. Spills that are fully contained and removed quickly and are less than one thousand
gallons are not required to be reported to NC DWR. However, a full spill report form
will be filled out and kept on file.
B. Dispatch of Sewer Maintenance Personnel to Site of Sewer Overflow
Confirmation of a Spill / Sanitary Sewer Overflow will activate an immediate
response to isolate and correct the problem. Personnel and equipment shall be
available to respond to any and all SSO locations.
1. Dispatching Personnel Instructions
➢ When a spill/SSO is received by the system, Staff and equipment shall be
dispatched to isolate and correct the problem in a timely manner
➢ Staff will be dispatched by telephone or radio
➢ Dispatching personnel must verify that all notified staff have received the
message
2. Maintenance Personnel Instructions
➢ All dispatched staff should proceed immediately to the site of the spill/S SO.
Any delays and/or conflicts should be promptly reported to the manager
➢ Upon arrival at the site of the spill/SSO, staff will report any and all findings
to the appropriate supervisor. These findings should include damage to both
public and private property
3. Supervisor Instructions
➢ The Supervisor will dispatch additional personnel, supplies, and equipment
as needed or requested by dispatched staff
➢ The Supervisor will update the Public Works Director and/or Town Manager
on a continuing basis if the SSO and/or repairs are not easily abated and
fixed.
4. Initial Damage Assessment
➢ All dispatched staff must use discretionary action when responding to a
spill/S SO. Dispatched personnel must be aware that the System may be
responsible and/or liable for further damage to private property
➢ Dispatched personnel should not enter private property without authorization
from the Supervisor

➢ In order to thoroughly document the affected area, the dispatched staff will
take appropriate photos and/or video. Any photos and/or video will be
retained and filed with the spill/SSO report
5. Supervision and Inspection
> The Supervisor will ensure that theguidelines outlined in this SSO Response
P P
Plan are properly implemented
➢ The Supervisor is responsible for properly notifying NC DWR Raleigh
Regional Office within the amount of time specified within the reporting
requirement
> The Supervisor will coordinate with the Town Manager for the availability
of funds.
C. Spill/SSO Correction, Containment, and Clean-up
The objectives of the actions taken by system personnel are:
> To protect public health, the environment, and property from a spill/SSO
> To restore the surrounding area/property back to normal as quickly as
possible
> To establish an appropriate perimeter to contain the spill/SSO, using
equipment (traffic cones, barricades), existing infrastructure (fencing, etc.),
and/or natural boundaries (berm, ditch, stream, etc.)
> To notify the appropriate regulatory agencies within permitted timeframe
> To protect surface water from contamination
➢ To minimize regulatory enforcement and/or penalties, resulting from a
spill/SSO
1. Upon arrival at a spill/SSO, the dispatched system staff will perform the following:
> Determine the cause of the spill/SSO (collection line blockage, lift station
malfunction, line break, etc.).
➢ Report findings to Supervisor and identify or request additional personnel
and equipment to minimize the effects of the spill/SSO.
➢ Should it be determined the cause of the spill/SSO is not the responsibility
of the system, dispatched personnel will;
o Take appropriate action to protect public health, property (public and
private), and surface water bodies from immediate danger.

2. Containment of a spill/SSO will be of utmost priority and will include, but are not
limited to, the following measures:
➢ Determine the immediate destination of the spill/SSO (storm drain, water
body, ditch, etc.)
➢ Identify and request the necessary personnel and equipment to contain and
minimize the effects of the spill/SSO
➢ Take the appropriate, immediate action to contain the spill/SSO
3. Additional measures may be necessary to contain a prolonged spill/SSO. These
measures will be determined and implemented by the Supervisor.
4. Clean up of a spill/SSO will be prompt and thorough. The necessary measures will
be taken to eliminate any identifiable evidence of the spill/SSO.
➢ If possible, photos will be taken before and after clean up. Photos will be
filed with the spill/SSO report
➢ The affected area will be cleaned of any sewage and debris. All materials
collected will be properly disposed of
➢ The area will be secured to prevent public contact, until the affected area has
been thoroughly cleaned
> The spill/SSO site should be disinfected and deodorized, if appropriate
> If spill/SSO has affected a surface water body, the NC DWR Raleigh
Regional Office will be contacted for specific instructions.
g P
D. Overflow Reporting
A written report to the NC DWR Raleigh Regional Office is required within five
days. The Supervisor will complete the required reports and submit them to the
NC DWR Raleigh Regional Office. Additional reporting requirements to the
public may be required based upon volume discharged.

For accurate reporting purposes, system personnel should gather the following
information:
➢ Determine if the spill/SSO has affected any surface water bodies
➢ Estimate the start time of the of the spill/SSO:
o Date/time reported and confirmed by system personnel
o Visual observations
➢ Estimate the stop time of the spill/SSO:
o Date/time the blockage or equipment malfunction has been corrected
o Date/time system personnel arrived onsite, if spill/SSO stopped
before system personnel arrived
➢ Visual Observations
o Estimate the flow rate of the spill/SSO
o Estimate the volume of the spill/SSO
o Take photos for documentation
o Assess damage to public and private property (System personnel will
not enter private property to assess damage, unless authorized by the
Supervisor)
E. Customer Satisfaction
To ensure good public relations and customer satisfaction, the appropriate system
personnel will follow up with the reporting party. This follow up will include
either a personal visit or telephone call. The Supervisor will determine the
information to be disclosed to the reporting party.

IV. SORP Maintenance
This Sanitary Sewer Overflow Response Plan will reviewed annually.
Amendments may include:
➢ Changes in procedure
➢ Changes in contact personnel
➢ Changes due to regulatory requirements
V. Appendices
Appendix A— Contact Phone Numbers
Appendix B —Equipment List and Spare Parts Inventory

Appendix A
CONTACTS
Division of Emergency Management
800-858-0368
{
Contact / Affiliation Phone Email
Eddie Braxton (Mayor) i 252-578-0131 [e-mail]
Nancy Dempsey (Town Clerk) 252-908-4199 [e-mail]
Bobby Davis (Collections ORC 252-886-2387 [e-mail]
Eric Wayne Johnson (Collections BU I 252-578-2513 [e-mail]
Travis Browder (Collections BU
ORC) 252-578-9205
Parks Boyd (WWTP ORC) 252-813-0873 [e-mail]
I Warren Cross Public Works Supervisor 252-903-8950
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TOWN OF SCOTLAND NECK —,,,,c011,4,1�
7667
EMERGENCY CONTACT NUMBERS �,�,�
NAME TITLE LICENSES OFFICE CELL
Eddie Braxton Mayor 252-826-3152 252-578-0131
Nancy Dempsey Town Clerk 252-826-3152 252-908-4199
Parks Boyd Code Enforcement WWTP ORC WWTP Grade 111 252-826-5540 252-813-0873
Brian Pierce WWTP Back-up ORC WWTP Grade 11 252-826-5540 252-578-2182
Bobby Davis Distribution and Collections ORC Dist A, Collections 1V, Class C Water 252-886-2387
Eric Johnson Distribution &Collections/Electrical Supervisor Distribution Grade B &Collections 11 [e-mail] 252-578-2513
Edward Moody Public Works Supervisor 252-578-1041
Warren Cross Street Department Supervisor 252-903-8950
Joe Johnson Warehouse Manager Fax [phone] 252-826-5220
Travis Browder Wastewater Collections/Electrical Dept Collections Grade 1 252-578-9205
Greg Griffin Halifax County Water System 252-583-1451 252-904-7363
Halifax County 911 Center Non emergency call (All non -life-Threatening) 252-583-1991 252-583-1991
Nash General Hospital 252-443-8000
I Halifax Regional Medical 252-535-8425
IA
Kimberly Cribbs Public Water Supply Engineer Email—[e-mail] 919-791-4200 919-791-4293 mil
Vanessa Manuel DENR Wastewater Collections [e-mail] 919-791-4255 ial
Scotland Neck WWTP Wastewater Treatment Plant 252-826-5540
Dwight Lancaster NC Rural Water [e-mail] 919-812-2717

TOWN OF SCOTLAND NECK
LIFT STATION EMERGENCY RESPONSE ACTION PLAN
October 22,2020
The Town of Scotland Neck operates(5) lift stations in and around the area of Scotland
Neek. They are identified as
# 1 West 17th Street
#2 Grace and 12th Street
#3 Highway 903
#4 Edwards Fork Road
# 5 John Deere Lift Station
These lift stations are equipped with audible and visual alarms. When these alarms are
activated the public,police department, and town employees contact either the town
office at 252-826-3152 or after hours the Halifax 911 Center at 252-583-1991. The
operator at the 911 center who receives the call is instructed to immediately call the "on
call" person with the Town of Scotland Neck Water/Sewer Department. The Town of
Scotland Neck provides the "on call" list monthly. The list consists of home phone
numbers, cell phone numbers if applicable and pager numbers of the person on call each
week for the Water/Sewer Department. In the event the "on call" person cannot be
reached within in reasonable amount of time. Bobby Davis, Collections ORC will be
contacted at 252-886-2387, Eric Johnson Collections Back-up ORC (252-578-2513),
Travis Browder BU ORC(252-578-9205) or the Public Works Supervisor(Warren Cross
at 252-903-8950.
The Town of Scotland Neck inspects and tests the alarm system at each lift station every
day.
Questions concerning the response actions should be directed to Town Administrator.
Nancy Dempsey, P. 0. Box 537, Scotland Neck,N. C. 27874, Telephone no 252-826-
3152 E-mail [e-mail]
Nancy Dempsey, Town Administrator/Clerk, Town of Scotland Neck
Warren Cross, Public Works Supervisor, Town of Scotland Neck
Bobby Davis, Collections ORC, Town of Scotland Neck
Eric Johnson, Collections BU ORC, Town of Scotland Neck
Travis Browder Collection BU ORC, Town of Scotland Neck

Town of Scotland Neck Lift Stations
Generator Portable
Lift Station Location Telephone# Backup Generator Priority Manual Location
Lift Station #1 1624 West 17th Street No Yes 1 Public Works Office
Lift Station #2 1116 Grace & 12th Street No Yes 2 Public Works Office
Lift Station #3 34890 Hwy 903 No Yes 3 Public Works Office
Lift Station #4 Edwards Fork Road No Yes 4 Public Works Office
Lift Station#5 John Deere Lift Station No Yes 5 Public Works Office
Dialer Programmed F Stations without back up generation, Stations no 1, 1,2,3,4,5 will utilize
#1 3enerac 36 KW portable generator located at the storage shed on
#2 West 10th Street Rotate generator based on priority.
#3
#4
#5
Emergency Repair Contact Bobby Davis ORC
7/14/2020
252-886-2387
Watson Septic Service Eddie 252-904-1557 Eric Johnson BU-ORC
Engineering Services 1-919-662-7272 7/14/2020
Electrical Services & S Solutions Phillip 252-813-6727 252-578-2513
Ray Rightmeyer 252-532-0702 252-289-0589
Hendrix Barnhill 252-752-4122 Travis Browder BU-ORC
City of Rocky Mount Ed Joyner 252-467-4913 7/14/2020
Chuck Braswell & Sons 252-985-8029 252-578-9205
Nancy Dempsey
252-908-4199
Revised 7-14-20
Bobby Davis Mayor Eddie Braxton
252-578-0131
Warren Cross
252-903-8950

Appendix B
Equipment List and
Materials
Location and Materials
Public Works Bld.
1—3" Portable Pump
1—2" Portable Pumps
Suction/Discharge Hose
1 -Backhoe
Light Towers
Barricades
Sewer Jetter
Dump Trucks
Sewer Camera
Pipe
Pipe Fittings/Repair Clamps
LS Spare Pumps
LS Electrical Parts
Lime
Hay Bales
Sand/Gravel Pile
2- Portable Generators

Town of Scotland Neck
Attachment
General Ledger Budget Report
it ogics Town Of Scotland Neck
Fiscal Year 2021 -Budget Scenariol Section No V.4
Account Number Account Description Budget Original Actual Estimated Recommend
201912020 2019/2020 Jul 2019-Jun 2020
Fund 60 WATER/SEWER FUND
7130 SEWER DEPT.
60-7130-1210 SALARIES $58,564.90 $27,315.00 $13,765.58 $0.00 $125,268.00
60-7130-1220 SALARIES/OVERTIME/ $43.26 $000 $74.35 $0.00 $0.00
SEWER
60-7130-1810 SOCIAL SECURITY $4,480.61 $2,090.00 $1,054.42 $0.00 $9,563.00
CONTRIBUTIONS
60-7130-1820 RETIREMENT $5,312.99 $2,488.00 $608,90 $0.00 $12,715.00
CONTRIBUTIONS
60-7130-1830 HOSPITAL $14,420 00 $5,645.00 $0.00 $0.00 $16,560.00
INSURANCE CONTRIB.
60-7130-1860 WORKMEN $0.00 $000 $0.00 $0,00 $11,686.00
COMPENSATION
60-7130-1680 401K CONTRIBUTION $860.74 $412.00 $100.48 $0,00 $1.880.00
60-7130-1900 PROFESSIONAL $416,163.46 $502,000.00 $325,615.73 $0.00 $17,000 00
SERVICES/SEWER
60-7130-2000
GENERAL $2,500.00 $2,500.00 $6,037:'37 $0.00 $2:500.00
SUPPLIES/SEWER
60-7130-2120 UNIFORMS $0.00 $0.00 $444.62 $0.00 $600.00
60-7130-2500 VEHICLE SUPPLIES& $1,000.00 $1,000 00 $0,00 $0,00 $1,000.00
MATERIALS
60-7130-2550 FUEL PURCHASES $3,500.00 $3,500.00 $941,42 $0.00 $3,500.00
60-7130-2800 OFFICE SUPPLIES $1,600.00 $1,800.00 $791,68 $0.00 $1,800.00
60-7130-3210 TELEPHONE $1,800.00 $1,800.00 $40.07 $0.00 $1,860.00
60-7130-3250 POSTAGE $1,309 11 $850.00 $2,476.32 $0.00 $2,000.00
60-7130-3510 REPAIR/MAINT $4,684.52 $2,500.00 $11,088.38 $0.00 $5,000.00
BUILD/ROAD
60-7130-3520 REPAIRS& $60,440.41 $25,000.00 $117,697.97 $0,00 $75,000.00
MAINTENANCE/EQUIP.
60-7130-3530 REPAIRS& $5,500.00 $5,500.00 $1,587.60 $0.00 $4,000.00
MAINTENANCENEHIC
LES
60-7130-4400 SERVICE/MAINTENAN $1,000.00 $1,000.00 $1,588.51 $0.00 $1,200.00
CE CONTRACTS
60-7130-4511 INSURANCE&BONDS $8,155.13 $9,400.00 $13,539.69 $0.00 $10,000.00
60-7130-4910 DUES& $3,800.00 $3,800.00 $2,646.59 $0.00 $8,000.00
SUBSCRIPTIONS
60-7130-5400 Permil/license $0.00 $0,00 $0.00 $0,00 $1,300.00
60-7130-5900 DATA PROCESSING $5,244.87 $4,0 00.00 $6,701 80 $0.00 $5,500.00
ADMIN
60-7130-5920 Chemicals/Testing $0.00 $0.00 $8,145.20 $0.00 $60,000.00
60-7130-5950 RESERVE/IMPROVEM $0.00 $0.00 $0.00 $0.00 $25,000.00
ENTS
60-7130-7100 BOND PRINCIPAL $20,000.00 $20,000.00 $20,768.90 $0.00 $20,000.00
60-7130-7200 BOND INTEREST FHA $21,650.00 $21,650.00 $1,768.90 $0.00 $21,650.00 1
60-7130-7300 State Revolving Loan $25,221.00 $25,221.00 $0.00 $0.00 $25,221.00
Payment(Principal and
Interest
SEWER DEPT.Dept Total $669,471.00 $669,471.00 $537,484.48 $0.00 $469,763.00
Fund 60 WATER/SEWER FUND Total $0.00 $0.00 $83,105.80 $1,352,318.00 $1,352,318.00
Total Sewer Budget $469,763.00
Capital Outlay Reserve $25,000
State Revolving Loan Payments $25,221.00 Details of these repairs can be
found in the attached Capital Improvement Plan

Town of Scotland Neck
Attachment
Section No V.6
TOWN OF SCOTLAND NECK
10-YEAR CAPITAL IMPROVEMENT PLAN
FISCAL YEARS 2019/20 TO 2029/30
4 SCOTL4
1861
‘417
�A v CNW °
MAYOR
Eddie Braxton
MAYOR PRO TEM
Charlie Shields
COMMISSIONERS
James Gunnells
James Savage
Charles Suit
Raymond Watson
TOWN ADMINISTRATOR
Charles Baisey
Prepared and Updated by;
ENGINEERING SERVICES, P.A.
1202 Benson Rd.
Suite 200
P.O. Box 1849
Garner, NC 27529
[phone]
Date Pre d:
September 5,2019

CAPITAL IMPROVEMENT PLAN
TABLE OF CONTENTS
INTRODUCTION:GOAL STATEMENT 1
CHAPTER 1:THE SCOTLAND NECK AREA 2
DEMOGRAPHICS 2
Population 2
PHYSICAL FEATURES 3
Halifax County 3
Scotland Neck 5
CHAPTER 2:WATER&SEWER SYSTEM OVERVIEW 7
WATER SYSTEM 7
General Status 7
Existing Capacity 8
Present Condition 8
Previously Completed Assessments 9
Specific Limitations 10
SEWER SYSTEM 11
General Status 11
EXISTING CAPACITY 12
Present Condition 12
Previously Completed Assessments and Studies 13
Specific Limitations 14
Long-Term Potential Alternatives 14
CHAPTER 3: WATER/SEWER CAPITAL IMPROVEMENT PLAN 15

CAPITAL IMPROVEMENT PLAN
INDEX OF TABLES
TABLE 1-POPULATION PROJECTIONS 2
TABLE 2-WATER SYSTEM CONNECTIONS 7
TABLE 3-PIPE MATERIAL INVENTORY 7
TABLE 4-SEWER SYSTEM CONNECTIONS 11
TABLE 5-SEWER FLOWS 12
TABLE 6-WATER&SEWER SYSTEM CAPITAL IMPROVEMENT PLAN 17

CAPITAL IMPROVEMENT PLAN
INTRODUCTION: GOAL STATEMENT
The Introduction defines the objectives of the Town of Scotland Neck Capital Improvement Plan.
he goal of this Capital Improvement Plan is to assist the Town of Scotland Neck in
assessing, scheduling, financing, and implementing the capital needs of the water and
wastewater systems for the Town. By forecasting long-term capital needs and correcting
identified system deficiencies, the Town of Scotland Neck is committed to providing
quality water and wastewater service for all residents and businesses within the corporate
boundaries of Scotland Neck. Such services shall be delivered with the highest degree of
efficiency and professionalism by the Board of Commissioners and Town staff to all citizens of
the Town of Scotland Neck.
The Town of Scotland Neck will strive to achieve this goal through the development of a 10-year
Capital Improvement Plan, which will incorporate specific areas of improvement for the Town's
water and sewer systems. This Capital Improvement Plan seeks to achieve the following five
major objectives as a component of Scotland Neck's budget and financial planning process:
• Provide rational and intelligent planning for the repair, replacement, and/or acquisition
of capital items that are necessary in providing high quality services to the citizens of
Scotland Neck.
• Assist in fiscal planning by forecasting capital demands together with future revenues
and expenditures as part of the overall financial plan.
• Ensure better coordination, evaluation, and planning of projects to serve the
community and its needs.
• Serve as a decision-making guide, together with the annual budget and financial plan,
for the Mayor,Town Commissioners, and employees.
• Increase the probability of making rational and correct budgetary judgments through
the systematic and comprehensive analysis of capital needs. Improvements will be
identified, prioritized,and matched to the projected fiscal resources of the Town.
1

CAPITAL IMPROVEMENT PLAN
CHAPTER 1: THE SCOTLAND NECK AREA
Chapter 1 provides a demographic description of Scotiand Neck as well as a physical description of the Town and surrounding
area.
The Town of Scotland Neck, incorporated in 1867, is located in southeastern Halifax County. The
Town is bordered on the north and east by the Roanoke River and on the west by Deep Creek, a
tributary of the Tar River. Halifax County is considered an economically distressed county, with
what has historically been a predominately agricultural economy. With improvements to
transportation, communication, and energy distribution systems, the economic base has been shifting
toward industrial, retail, and tourism in recent years. This shift is already placing new demands on the
water and wastewater systems in Scotland Neck. Meeting such demands require that the Town address
deferred maintenance of the existing system, as well as expansion of facilities to provide new service to
growth areas.
Demographics
Population
According to the decennial US Census, the Town of Scotland Neck had a 2010 population of 2,059
residents. Since then,the Town has experienced a declining rate of growth, based on the latest Office of
State Budget and Management (OSBM) population estimates. According to OSBM-certified estimates,
Scotland Neck had a 2017 population of 1,996 residents. This downward trend is not specific to Scotland
Neck, as all other municipalities within Halifax County have experienced population losses since 2010.
The County has experienced negative growth as well, losing 2,593 residents since the 2010 census.
OSBM provides twenty-year population estimates. However, such estimates are only available at the
county level. Since it is reasonable to assume that growth within Scotland Neck will likely be comparable
to Halifax County over time, population projections for Scotland Neck are developed based on the county
growth rate. Table 1 provides known and projected 20—year population totals for both Halifax County
and Scotland Neck.
Table 1—Population Projections
YEAR HAUFAX COUNTY SCOTLAND NECK
2017 52,041 1,996
2020 51,026 1,958
2025 49,335 1,921
2030 47,641 1,885
2035 45,951 1,849
Based on U.S. Census data, 2,059 people, comprised of 502 families, lived in Scotland Neck in 2010. The
population density was 1,935 per square mile. There were 1,085 housing units at an average density of
274 per square mile. Of the 901 households in Scotland Neck, 18.2% have children under the age of 18
living with them,26.4%are married couples living together, 23.0%have a female head of household with
no husband present, and 44.3% are non-families. Of all households, 40.6% are made up of individuals
and 18.7%have someone living alone who is 65 years of age or older. The average household size is 2.22
people and the average family size is 3.00. The population is spread out in age,with 23.0%under the age
2

CAPITAL IMPROVEMENT PLAN
of 19, 5.5%from 20 to 24, 19.1%from 25 to 44, 19.2%from 45 to 64, and 23.3%who are 65 years of age
or older. The median age is 47.3 years. For every 100 females, there are 81.1 males. For every 100
females age 18 and over,there are 71.6 males.
For the 2000 US Census, Halifax County recorded a total population of 57,315 residents. The County's
2010 US Census recorded 54,691 residents, a net loss of 2,624 people representing a 4.5% population
decrease. This downward trend has continued since 2010. The American Fact Finder 2018 population
estimate for Halifax County was 50,574 residents. Population loss can be contributed to the continued
accelerated decline of agriculture and traditional manufacturing. The County has lost thousands of jobs
over the last 10 years. This has resulted in either residents moving out of the County to find employment
or young residents not returning home after school. Of the County's population,25.8%falls within the 0-
19 age group while 16.2% of the population is age 65 or older. The County's median age is 41.7 years
with the average female age at 43.7 and the average male age at 39.7. Whites comprise 40.0%, blacks
comprise 53.2 %, Native Americans comprise 3.8%, and Hispanics comprise 2.1% of the county
population. The County has a population density of 69 residents per square mile.
Physical Features
Halifax County
Physiography
Halifax County is located in northeastern North Carolina. This predominantly agricultural county covers
731 square miles. Following Fishing Creek, Edgecombe and Nash counties form the county's southern
border, Warren County the western border and Martin County the southeastern border. The Roanoke
River, flowing along the borders of Bertie and Northampton counties, forms the county's northern and
eastern boundaries. Scotland Neck is located in extreme southern Halifax County. The Town of Halifax,
located adjacent the Roanoke River, serves as the county seat. Other municipalities in Halifax County are
Enfield, Littleton, Roanoke Rapids,and Scotland Neck.
According to the Halifax County Soil Survey, Halifax County is situated within two physiographic regions:
the Southern Coastal Plain and to a lesser extent,the Piedmont. The
Coastal Plain physiographic province
is subdivided into two separate divisions—the Upper and Lower Coastal Plain. Soils within this province
are underlain byunconsolidated sand, silt, and
a d clay. The topography of the Upper Coastal Plain is
generally characterized by nearly level to gently sloping terrain. Nearly level terrain and a high water
table characterize the Lower Coastal Plain, where Scotland Neck is located. The Piedmont province is
located in western Halifax County, and features narrow ridges with steep slopes crisscrossed by
drainageways and floodplains. Underneath the Piedmont areas is a soft, weathered Carolina slate or
granite saprolite.
Halifax County slopes generally in a west-to-east direction. 1-95, which follows the Fall Line, divides the
County between higher and lower elevations. Elevations to the west of 1-95 range from 100-to-400 feet
above sea level. According to USGS topography maps,the county's highest elevations are found near the
Town of Littleton at the Halifax-Warren County. Located in this area is Medoc Mountain State Park.
Reaching an elevation of only 325 feet, Medoc Mountain is not really a mountain. It is the remains of an
eroded mountain range formed over 350 million years ago. Elevations east of 1-95 range from 50-to-150
feet. The lowest elevations are located within the vast Roanoke River floodplain. Elevations within the
Roanoke River Wetlands at Buzzard Point average 30 feet above sea level.
3

CAPITAL IMPROVEMENT PLAN
Hydrology
Halifax County falls within two river basins—the Tar-Pamlico and Roanoke. Much of Halifax County is
located in the Tar River basin. Fishing Creek serves as the main drainage basin for the County. The creek
forms the County's southern boundary with Edgecombe and Nash counties until it turns southward
before US Hwy 258. Streams and swamps in the western, central, and southern parts of Halifax County
drain into Fishing Creek. Little Fishing Creek and Rocky Swamp drain western areas of the County.
Beaverdam Swamp, Beech Swamp, and Marsh Swamp drain central portions of Halifax County. Deep
Creek serves as another significant drainage way, draining southern Halifax County.
Northern and eastern Halifax County is located within the Roanoke River basin. The wetlands, forests,
fisheries, and rare aquatic and wetland-dwelling species of the Roanoke River make the river ecologically
significant. The Roanoke River floodplain contains the largest intact, least disturbed bottomland
hardwood and cypress-tupelo ecosystems on the North American Atlantic Coast. The floodplain also
contains some of the best remaining forested wetland communities known to exist in the southeast.
Chockoyotte Creek and Quankey Creek drain the areas around Roanoke Rapids and Halifax. Eastern
areas of the County are drained by Conoconnara Swamp and Kehukee Swamp. Streams throughout
Halifax County are typical of Coastal Plain blackwater swamps: meandering and slow moving, stained by
tannins, with sandy bottoms. They feature extensive floodplains with bottomland hardwood forests
dominated by bald cypress and gum trees. Swamp streams experience naturally low-dissolved oxygen
and pH levels,and often stop flowing in the summer.
A plentiful supply of groundwater is available throughout Halifax County, though groundwater supplies
can be threatened by prolonged drought. Groundwater in most areas is located near the surface and is
easily tapped for municipal, agricultural, and residential use. Most groundwater is drawn from the Upper
Cape Fear aquifer. Some municipalities once used groundwater as a public water supply source. This
source also supplied residences and businesses in rural areas. However, the Halifax County regional
water system supplies most areas of the county as well as the Town of Scotland Neck. Hobgood is one of
the few remaining towns to use groundwater to supply its water system. Enfield draws water from
Fishing Creek while Roanoke Rapids utilizes the Roanoke River.
Climate
Halifax County experiences hot and humid conditions during the summer because of moist air from the
Gulf of Mexico. Relief from summertime heat is provided by frequent sea breezes passing over the area.
Temperatures average 772 in summer, with a daily maximum average temperature of 88°. Winter is
typically cool with some occasionally brief cold spells. In winter, temperatures average 42°F, with a daily
average minimum temperature of 312F. Rain occurs throughout the year and can be heavy, most often
during summer thunderstorms. Additional rainfall is provided by hurricanes passing through the area
every few years.Total annual precipitation averages 46 inches, with about 24 inches falling between April
and September. Snowfall can occur occasionally. Annual snowfall averages about 8 inches a year, with
16 inches being the most significant depth recorded. Year round, the average relative humidity at mid-
afternoon is 60%. Humidity levels tend to be highest at night, and the average dawn humidity level is
90%. The sun shines about 60% of the time during the summer and about 60% of the time in winter.
Prevailing winds originate out of the southwest, with the highest average windspeed occurring in early
spring at 10 mile per hour.
4

CAPITAL IMPROVEMENT PLAN
Scotland Neck
Physiography
The Town of Scotland Neck is situated within southern Halifax County. Land use within Scotland Neck
consists of a central business district along NC 125 and residential areas surrounding downtown. Lands
around the Town outside of developed areas consist primarily of swamps, farmland, and some forests.
The terrain surrounding Scotland Neck is indicative of the Coastal Plain province. The landscape features
nearly level to strongly sloping uplands and some broad, smooth interstream areas. A number of
drainage ways dissect the area, which feature short side slopes and narrow-to-wide floodplains.
Elevations in Scotland Neck range from 75 feet above sea level along area streams to 95 feet above sea
level in town.
Hydrology
The soil types found in Scotland Neck vary in seasonal water table depth. Depths range from less than a
foot to five feet below the surface. Groundwater levels reach the surface in many low-lying areas
adjacent to the Deep Creek tributary. The Town of Scotland Neck falls within two river basins, the Tar
and Roanoke. The Town is located largely in the Tar-Pamlico basin, but is physically located closer to the
Roanoke River,which is only a few miles to the north. Much of the runoff occurring within Scotland Neck
drains towards the southwest into Deep Creek Canal Creek. Runoff via Deep Creek eventually flows into
the Tar River north of Tarboro. A small area northeast and east Scotland Neck drains into Kehukee
Swamp,which flows into the Roanoke River.
Scotland Neck is located within subbasin 03-03-04 of the Tar-Pamlico basin, according to the Tar-Pamlico
Basinwide Management Plan (TPBMP). Major waterways around Scotland Neck are Deep Creek located
to the west, Indian Branch to the south, and an unnamed tributary on the northern edge of Town. This
latter stream has not been classified or rated by the Division of Water Quality. Deep Creek is classified as
C NSW waters above NC Hwy 97. The stream exhibits swamp-like characteristics such as low or zero flow
in summer months. This classification changes to WS-IV, NSW at a point 1.3 miles upstream of NC 97 to
the creek's confluence with Fishing Creek. Class C waters are suited to secondary recreation uses such as
fishing or wading. Class WS-IV waters are suitable for use as a public water supply source.
Deep Creek has also been designated as Nutrient Sensitive Waters (NSW) because of nutrient
enrichment. Such waters are sensitive to nutrients that point and non-point sources introduce. The
entire basin falls under DWQ's Tar-Pamlico NSW Strategy, which targets reductions in nitrogen and
phosphorus levels. The Tar-Pamlico Basin has had a history of water quality problems, including fish and
crab diseases, algal blooms, hypoxic conditions, loss of aquatic habitat, and water quality degradation.
However, substantial progress has occurred in improving water quality within the basin. According to the
TPBMP, Deep Creek (19.8 miles) is currently Supporting in the aquatic life category from its source to NC
97 because of a Moderate Stress bioclassification at site B-5 in 2002. There was no flow in Deep Creek
above Scotland Neck and the stream channel is braided. There are also indicators of stress in Deep
Creek. DWQ was to continue monitoring water quality in the creek to assess future upgrades to Scotland
Neck's WWTP.
Soils
Two major soil series are found within the Scotland Neck area, according to the Halifax County Soil
Survey. The series are the following: the Norfolk-Aycock-Wagram series and the Goldsboro-Rains series.
These series are interspersed throughout the entire Scotland Neck area. Bibb-Johnston is a minor soil
5

CAPITAL IMPROVEMENT PLAN
series found within the Scotland Neck area. This series is found along floodplains, such as along the
unnamed tributary north of Town.
Norfolk-Aycock-Wagram soils are nearly level to strongly sloping, well-drained soils that have loamy
subsoil. These soils are found on uplands, in broad, convex areas that are rounded along drainageways.
Areas of this series are sliced by many drainageways that feature short side slopes and narrow-to-wide
floodplains. Norfolk soils are well drained soils found on nearly level to sloping terrain. The surface layer
is brown loamy sand. The subsurface layer is a light yellowish brown sandy loam. The subsoil is sandy
loam, ranging from yellowish brown to brownish yellow. Aycock soils are well drained soils found on
nearly level to gently sloping terrain. The surface layer is grayish brown very fine sandy loam while the
subsurface layer is light yellowish very fine sandy loam. Wagram soils are well drained soils found on
nearly level to strongly sloping terrain. The surface and subsurface layers are comprised of loamy sand,
ranging from dark grayish brown to pale yellow. The subsoil is yellowish brown sandy clay loam and
sandy loam. Permeability is moderate, while available water capacity is medium. The seasonal water
table ranges from 4 to 6 feet or greater from winter to early spring.
Goldsboro-Rains soils are nearly level, moderately well drained and poorly drained soils that have a
loamy subsoil. These soils are found on broad, smooth interstream areas and in shallow depressions.
The nearly level Goldsboro soils are moderately well drained. The surface layer is a dark grayish brown
fine sandy loam, while the subsurface layer is light yellowish brown fine sandy loam. The subsoil is a
stratified mix of fine sandy loam and sandy clay loam of various coloration. The nearly level Rains soils
are poorly drained, featuring a surface layer of dark gray fine sandy loam. The subsurface layer is gray
fine sandy loam,while the subsoil is gray fine sandy loam and sandy clay loam. Permeability is moderate,
while available water capacity is medium. The seasonal water table ranges from 2 to 3 feet for Goldsboro
soil. For Rains soil,the seasonal water table is at or near the surface for much of the year.
Bibb-Johnston soils are nearly level, poorly drained and very poorly drained soils that have loamy and
sandy underlying material. These soils are exclusive to floodplains in narrow to moderately broad areas
along major streams. Bibb soils are nearly level and poorly drained. The surface layer is comprised of
dark grayish brown loam. The underlying material is a stratified mix on loam, loamy sand, and sandy
loam is various shades of gray and brown. Johnston soils are nearly level and very poorly drained. These
soils feature a surface layer of black mucky loam, then a layer of dark gray fine sandy loam. The
underlying material is light brownish gray loamy sand. Permeability is moderate, while available water
capacity is high. The seasonal water table ranges from a depth of 0.5 to 1.5 feet for Bibb soils and is at or
near the surface for Johnston soils. These soils are subject to lengthy frequent flooding.
6

CAPITAL IMPROVEMENT PLAN
I CHAPTER 2:WATER&SEWER SYSTEM OVERVIEW
Chapter 2 provides a general description of existing water and sewer facilities as to system description,
present conditions, and known deficiencies.
The Town of Scotland Neck provides water and sewer service to both residents and businesses
within the Town's corporate boundaries. Scotland Neck once supplied water to the distribution
system utilizing a series of groundwater wells with water pressure and fire protection provided by
an elevated 500,000-gallon water storage tank. In 1998, groundwater wells were abandoned as a
source of supply. Water is now supplied to the system via an interconnection with the Halifax County
water system. The wastewater system is composed of a gravity collection system and a treatment
system.Sewer service is provided to all residents and businesses within Scotland Neck, with some service
provided outside the Town limits to approximately six private residents.The sewer system is also regional
in nature as Scotland Neck provides wastewater treatment for the Town of Hobgood. The Town
administers all billing, maintenance,and repair responsibilities for both systems.
Water System
General Status
The Town of Scotland Neck operates and maintains both a water supply and distribution system (PWSID
# 04-42-015). This system serves approximately 1,226 residential and commercial connections. Until
1998, the Town also owned and operated its own water supply and treatment systems, which were
discontinued in favor of regionalization. The Town's water system is currently supplied by the Halifax
County water system. Annual daily water for 2018 averaged 267,000 GPD, though water usage will
continue to decline in relation to the drop in the Town's population. Table 2 details the types and
number of connections.
Table 2—Water System Connections
CONNECTION TYPE #OF CONNECTIONS
RESIDENTIAL 1,117
COMMERCIAL 109
Like many rural communities, Scotland Neck's water system was constructed in the 1920's and in the
1930's under the Works Progress Administration (WPA). The original system included a well, elevated
storage tank, and distribution lines. Since that time, the system has expanded as the Town has grown.
Up until the late 1960's' distribution lines were constructed of cast iron, galvanized iron, or asbestos
cement. Overall, the distribution system contains 79,200 linear feet (LF) of water main. Table 3 details
the types and diameters of distribution lines.
Table 3—Pipe Material Inventory
SIZE RANGE %OF LINES LINEAR FEET
ASBESTOS CEMENT 12" 1% 792
GALVANIZED&CAST IRON 11/2"-8" 65% 51,463
PVC 6"-12" 34% 26,945
TOTAL 79,200
7

CAPITAL IMPROVEMENT PLAN
As stated, treated water is supplied to Scotland Neck's distribution system by Halifax County. This is
provided via a metered connection on NC Hwy 125/903 on the west side of Scotland Neck. Prior to
becoming part of a regional system, a series of wells supplied water to the Town's system. Two wells (#1
and#3) served as an emergency backup while wells#4 and#5 were used as the main supply wells. Wells
#4 and#5, prior to connecting with the County, could produce a combined maximum 288,000 gallons per
day. These wells are no longer in service, but can be used in the event of an emergency. The Town of
Hobgood purchased the wells in 2008. Hobgood rehabilitated the wells, putting them back into service
for the Town's water system. This has provided Scotland Neck with an emergency water supply
interconnection.
Public wells were constructed with the original system, utilizing groundwater as a supply source. These
wells were eventually abandoned after construction of two new wells (wells#4 and #5) on NC Hwy 125.
In October 1998, Halifax County began supplying finished water to the Town's distribution system. The
Roanoke River supplies the County's water system, with the intakes located near the NC 98 bridge
outside of Roanoke Rapids. Wells #4 and #5 were converted to an emergency supply source, and then
eventually inactivated. The wells draw water from the Upper Cape Fear aquifer and lie within a region
with an estimated recharge rate of 400,000-gpd/sq. mi. In 2006, the Town sold the wells to Hobgood.
The Town is under contract to purchase a minimum of 300,000 gpd from Halifax County.
Finished water supplied by Halifax County is directed to the Town's elevated storage tank prior to
distribution. The Town has one (1) 500,000-gallon elevated storage tank located on Roanoke Street,
between 11th and 12th Streets. Water pressure and fire protection are provided and maintained by the
storage tank. Nominal pressures across the system vary from a low of 52 psi to a high of 56 psi. Such
pressures are considered well within the normal operating range.
Existing Capacity
Based on the 2018 Local Water Supply Plan, daily water use averages 267,000 gpd. Like many small, rural
municipalities, Scotland Neck has experienced higher water usage, but with a declining user base and
plant closings, water use has decreased steadily since 2000. Average water usage, at that time, was an
estimated 305,000 gpd. In 2000, the single largest water user was FulFlex, Inc., which used an average
35,000 gpd. However, the company closed in 2001 and Kindred of Scotland Neck became the system's
largest water user at 8,000 gpd. In 2006, Airboss of America relocated to the former FulFlex plant and
became the Town's largest water user at 10,000 gpd. However, continued population decline has
resulted in a corresponding decline in daily water use. Halifax County is under contract to provide up to
875,000 gpd in capacity to the Town. If needed, the Town can purchase additional capacity from Halifax
County. Based on the current contract capacity, the Town's daily water use only accounts for 31% of
available supply.
Present Condition
While the system as a whole operates properly, deficiencies exist with distribution lines and system
components. The age, condition, and material composition of distribution lines and other system
components—hydrants, meters, and shutoff valves—are the primary areas of concern. Additionally, the
Town has also received Notices of Violation (NOV) from Public Water Supply for exceeding total
trihalomethanes maximum contaminant levels(MCL).
Like most towns, Scotland Neck's water system was built in stages over time,with the oldest parts of the
system being over 100-years old. While records of the Town's water system do exist, they are not
complete. However, existing information appears to indicate that the water system may predate 1916,
8

CAPITAL IMPRO \
and includes cast iron water lines and supply wells installed shortly after 1900. Regard.
portions of the system have greatly exceeded useful life expectancy. Given the age of the
reasonable to assume that they are suffering from significant deterioration, and should be rE.
the Town is financially able to afford. The Town's water system developed in the following order:
The oldest parts of the water system are located in the central-eastern section of
Thisportion of the system was built in 1916 using mainly cast iron mai,
along the railroad. Y
Water was originally supplied by a series of wells.
The next oldest section of the system was built in the 1930's and consists of cast iron main
extensions on the southern end of town.
The portions of the water system in the northwest and central-western section of Town
were built in the 1950's using cast iron.
• The newest portions of Scotland Neck's water system are in the central-western and
southern sections. These mains are mostly PVC and were installed in the 1980's.
A 2004 Rural Center-funded water system study identified a number of areas of Scotland Neck's water
system that appeared to have failing water mains.The following areas were identified:
v 13th Street and Roanoke Street—This area experiences low flow and pressure. This is most
likely due to deterioration of 6" cast iron water mains in this area.
• Railroad Avenue and 16th Street — Repeated problems have been experienced with a 2"
galvanized water main in this area, most likely occurring from corrosion.
• Bunting Drive, Allison Drive, East 12th Street, and Walston Court — The Town has been
experiencing problems with 6" water mains on these streets. None of the problematic lines
is looped, with all lines forming dead ends.
The Town has completed several water system improvement projects since the study's completion.
These improvements resolved issues identified in the above-list along 12th St., 13th St., 16th St., and
Railroad Ave. A CDBG-I-funded water project replaced over 10,000 LF of deteriorated CI and GI water
main between Elm St.and Chestnut St. in 2017.
Previously Completed Assessments
As previously stated, the Town of Scotland Neck used a $40,000 Capacity Building Grant from the North
Carolina Rural Economic Development Center to conduct a water system study. The purpose of the
water system study, and companion preliminary engineering report, was to identify system deficiencies,
recommend system improvements, estimate costs for proposed improvements, and provide funding
recommendations.
In order to continue to provide a safe and reliable water supply system, it was recommended that
Scotland Neck should implement a series of projects to replace and repair broken and/or deteriorating
portions of the water system. A two-phased approach was outlined with the first phase focusing on the
replacement of specific portions of the water distribution system in need of immediate repair. This phase
would include the following:
r Replace inoperable or obsolete fire hydrants to ensure adequate fire protection.
Replace 80+ year old 6" cast iron water mains the distribution system, which are
experiencing significant, internal corrosion has reduced line capacity, causing low flow and
pressure. 6" mains would be installed.
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CAPITAL IMPROVEMENT PLAN
Replace undersized water mains serving eastern Scotland Neck using 6" mains to improve
flow, pressure, and fire protection. The existing 1-1/2" and 2" diameter galvanized iron
water mains do not provide adequate flow or pressure and are under the state minimum
diameter for providing proper fire protection.
p Loop system dead ends, which occur in a number of residential areas of Scotland Neck. The
Town has experienced persistent problems and complaints related to 6" cast iron water
mains in such areas, related to low flow and pressure and poor water quality.
• It was also recommended by the study that the Town should consider initiating a systematic
replacement program. This program would replace all older portions of the distribution system.
This program would replace the oldest portions of the system first, beginning with lines and
related components installed between 1916 and 1950.
Specific Limitations
Given the daily available water capacity from Halifax County, no known, foreseeable system limitations
exist to the short-term operation of the Town's water system. However, attention needs to be paid to
future water capacity, which could experience limitations. Halifax County depends in part on
groundwater to supply its water system. Since the late 1990's,water levels in aquifers in eastern NC have
steadily declined. Scotland Neck and Halifax County border Martin County, part of the Central Coastal
Plain Capacity Use Area (CCPCUA). CCPCUA covers a 15-county area to the south of Scotland Neck.
Aquifer levels in this region have declined dramatically. The Environmental Management Commission
has designated this region a capacity use area, and implemented a groundwater-use permitting process.
CCPCUA rules became effective August 1, 2002. The capacity use designation requires permits for
groundwater users of more than 100,000 GPD and annual registration and reporting of withdrawals by
surface and groundwater users of more than 10,000 GPD. The Town of Scotland Neck should work with
Halifax County to monitor groundwater levels and take appropriate action if declines occur.
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CAPITAL IMPROVEMENT PLAN
Sewer System
General Status
The Town of Scotland Neck operates and maintains both a collection system and a wastewater treatment
plant (WWTP). Sewer service is provided to all residents and businesses within town limits, serving
approximately 1,221 connections. The sewer system is regional in nature as the Town provides
wastewater treatment for the Town of Hobgood. Table 4 details the types and number of connections.
Table 4-Sewer System Connections
CONNECTION TYPE #OF CONNECTIONS
RESIDENTIAL 1,112
COMMERCIAL 109
The system contains approximately 84,480 linear feet of 8", 10", 12", 15", and 16" gravity pipelines. Five
(5) pump stations are used to transport wastewater to the WWTP located to the southwest of Scotland
Neck. The system was originally installed in 1926 using vitrified clay piping (VCP) laid on grade in
prepared trenches. Until the last 45 years, expansions to the system utilized VCP with more recent
expansion using polyvinyl chloride (PVC) piping. Recent lines have been installed on a stone base while
VCP lines were laid on a sand base. Manholes were originally constructed of brick and mortar with
poured concrete inverts and bases. Newer manholes are made of pre-cast concrete sections. The cast-
iron covers and rings are grouted in place on top of the traditional manhole. The maximum depth of the
system is approximately 20' feet at lift station wet wells and 15' at manholes. The minimum depth of
manholes is approximately 4'with the average collection system depth approximately 6'-8'.
The overall condition of the collection system, since 2000, has been greatly improved. The Town has
undertaken several collection system improvement projects. All projects were designed to eliminate
sources of l&l. Multiple projects have been completed; with the most recent one completed in 2017.
The completion of all phases has resulted in a significant overall reduction in average daily flows at the
WWTP. These projects replaced or rehabilitated 30,226 LF of gravity sewer, 104 manholes, and 186
service laterals.
The WWTP is located in southwestern Scotland Neck and operates under NPDES permit #NC0023337.
The plant is located adjacent to an unnamed tributary of Deep Creek, which is referred to locally as the
TheCanal is a tributaryoftheTarRiver Canal and receives the facility's wastewater. e draining to the south
along the western perimeter of the Town limits. The original facility consisted of an Imhoff tank and
sludge beds. This facility was abandoned in favor of an oxidation ditch and clarifier constructed in 1968.
Additional improvements were completed in 1989, which included a second clarifier and oxidation ditch.
A number of major improvements have been completed since 2000.
The facility is permitted for a design flow of 0.675 MGD and consists of the following: mechanical bar
screen, trash and grit removal facilities; a flow measuring device; main pumping station; and two
oxidation ditches designed for a total of 36 hours detention, which is split two-thirds to the older
oxidation ditch and one third to the new oxidation ditch. Two clarifiers with surface skimmers are
provided in series with the oxidation ditches. The total clarifier volume provides four hours of detention
time at design flow. A common sludge pit and pumps accomplish 100% sludge return capability. Total
clarifier overflow is filtered through a pair of tertiary filters, each having to filter cells. Each tertiary filter
includes a clearwell and pumps to adequately backwash the filters. Filter backwash water is piped to the
oxidation ditch influent.
11

CAPITAL IMPROVEMENT PLAN
Disinfection is a two-stage process. After passing through the tertiary filters, wastewater first passes
through a UV disinfection unit. Effluent receives further disinfection downstream of the UV system,
where chlorine is injected into the wastewater stream. Prior to discharge, wastewater undergoes a
dechlorination process to remove chlorine. Treated wastewater can either be discharged into the Canal
or a portion of it can be routed to the wastewater recycling system. This system spray applies treated
effluent on a 30-acre site adjacent to the WWTP. The system has a capacity of 48,000 GPD. Waste
sludge from the oxidation ditches and aerobic digester is recycled by land application.
Existing Capacity
The Town of Scotland Neck's WWTP has a permitted capacity of 675,000 GPD. The average daily flow in
2018 was 437,750 GPD. WWTP flows have been trending steadily downward over the past four years.
Prior to completion of several I&I removal projects, WWTP flows were excessive. Extraneous flows,
especially stormwater runoff after a heavy rain,could propel flows above the 1,000,000-gallon mark. The
Town, because of extensive sewer improvements, has successfully "increased" WWTP capacity by
reducing I & I. Only 64% of the WWTP's capacity is being used, providing sufficient capacity to meet
future needs. Table 5 details average flows for the Scotland Neck sewer system.
Table 5-Sewer Flows
MONTH 2015 AVG.DAILY FLOW* 2016 AVG.DAILY FLOW* 2017 AVG.DAILY FLOW* 2018 AVG.DAILY FLOW*
JANUARY 437,000 819,000 591,000 350,000
FEBRUARY 434,000 987,000 438,000 436,000
MARCH 805,000 878,000 316,000 614,000
APRIL 517,000 688,000 404,000 530,000
MAY 285,000 603,000 348,000 855,000
JUNE 206,000 286,000 297,000 409,000
JULY 185,000 248,000 257,000 259,000
AUGUST 183,000 218,000 288,000 323,000
SEPTEMBER 199,000 392,000 228,000 308,000
OCTOBER 376,000 497,000 233,000 209,000
NOVEMBER 365,000 264,000 189,000 370,000
DECEMBER 529,000 323,000 233,000 590,000
ANNUAL AVG. 376,000 516,917 318,500 437,750
*Gallons per day(GPD)
Present Condition
The sewer system is generally in "Good" operating condition. Inflow and infiltration (I&I) had been a
persistent problem for Scotland Neck's sewer system for many years. l&I stemmed from failing vitrified
clay (VCP) and reinforced concrete (RCP) lines and brick manholes. This infrastructure had experienced
considerable deterioration, resulting in fractures, offset joints, collapsed lines, root intrusions, and other
problems. These deficiencies created entry points for significant volumes of groundwater/storm runoff
to enter the system during and after heavy rains. Overflows and spills from the collection system were
been minimal. l&I's greatest impacts were evident downstream at the WWTP.
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CAPITAL IMPROVEMENT PLAN
The WWTP operated at less-than optimal conditions as a result of l&l. Rainfall in excess of 1-inch tripled
or quadrupled the WWTP's permitted capacity. Monthly average flows were often above permitted
capacity. Rain events caused flow spikes that served to impact the facility's hydraulic capacity, causing
short-circuiting. This in turn impaired the treatment process. The WWTP, as a result, had difficulty in
properly treating sewer and complying with NPDES requirements. The Town regularly received Notices
of Violation (NOV) for flow, pH, BOD5, fecal coliform, chlorine, Temp-C, and dissolved oxygen violations.
Because of chronic problems, the Town was placed under a sewer moratorium in 2004 and then an SOC
in 2007.
Multiple sewer improvement projects have been completed since 2006. A Phase 1 sewer project that
year replaced/rehabbed 21,000 LF of 8" and 10" gravity sewer and 68 manholes, made 20 point repairs,
and upgraded all of the system's educator and pump stations. At the WWTP, an automated bar screen,
flow meter, emergency generator, and a sewer reuse system were installed. A 2006 CDBG-funded
housing rehab project replaced 600 LF of 8" gravity sewer and three (3) manholes. In 2008 a new
disinfection system was installed at the WWTP. A Phase 2 sewer project was completed in 2011. This
project rehabbed/replaced 15,194 LF of 8", 10", and 12" gravity sewer, 48 manholes, and 87 sewer
services. These projects have served to reduce I&I and improve sewer treatment.
Previously Completed Assessments and Studies
For more than a decade Scotland Neck's sewer system was impacted by l&l. In the late 1990's the Town
undertook efforts to reduce I&I within the collection system by conducting investigational studies. A
Phase 1 I&I study was completed in 1999, which resulted in the Phase 1 sewer project. The Town
conducted a follow-up CWMTF-funded study, the Phase 2 I&I study, in 2007. This study targeted parts of
the collection system that were not repaired in the Phase 1 sewer project. This investigational study
conducted visual inspections and smoke testing, performed by the NC Rural Water Association,and video
line inspection, performed by Tarheel Pavement Cleaning Services. The study's results were as follows:
• Collection lines—Vitrified clay and reinforced concrete lines were in very poor condition and
experience significant deterioration. Consistent defects were offset joints, large separations at
the joints, sheared lateral connections, and continuous infiltration. Poor pipe and lateral
conditions also allowed a great deal of inflow during rain events. Continuous infiltration
identifiers were apparent and plentiful. Sections of line had collapsed in multiple locations,
preventing access for the video camera.
• Manholes—Brick manholes were full of holes, with some missing bricks. Some manholes joints
were compromised. Joints were missing mortar and the concrete and brick inside chimneys or
cone sections is broken, cracked, and chipped. Manhole conditions allowed increased inflow
during rain events or storms.
• Service laterals—Smoke testing revealed numerous broken and/or cracked service laterals at
multiple locations, which served as inflow sources during rain events. Problems were located
and identified anywhere from the street curb to the meter box to the building. A number of
broken or sheared service taps were located as a result of video inspection. A number of taps
were missing grout,with broken pieces of grout found throughout the collection system's piping.
Such taps, which were often hammer-type taps, were a frequent source of infiltration. Multiple
protruding taps were also identified, which can serve as collection points for grease, trash, and
other debris and cause blockages.
13

CAPITAL IMPROVEMENT PLAN
• Cleanouts—Smoke testing located and identified numerous locations where
cleanouts were
broken or where caps were missing. These deficiencies served as major inflow sources for
stormwater runoff during significant rain events.
• Root intrusions—Video inspection of collection lines located several line segments experiencing
significant and multiple root intrusions, where tree roots were growing into the lines through
offset joints, cracked lines, and service laterals. Many locations were noted as active infiltration
sources, providing either a steady drip or continuous flow of groundwater. Root intrusions can
also create points where grease,trash, and other debris can collect and cause blockages. Grease
was observed matted on roots in some locations.
Specific Limitations
The primary specific limitation for the Scotland Neck sewer system is lack of WWTP capacity for potential
growth or economic development. Current sewer flows, based on data from the last three (3) years,
represent about 64% of available permitted capacity. This leaves the Town 16% capacity (5%) to
accommodate any future growth. However, if sewer flow increases to 80%, NCDENR will require the
Town to begin planning efforts to increase sewer capacity. The potential for this to occur is relatively low
as the Town's population growth over the last decade has either been stagnant or declining.
Lone-Term Potential Alternatives
No long-term potential alternatives exist regarding the ability for the Scotland Neck's sewer system to
regionalization. The Town is a regional sewer system. As such, no alternatives exist for regionalizing the
system any further than the current situation. The Town is not conveniently located to another
municipality to where it can send its sewer for treatment. Nor does the Town currently have the financial
capacity to pursue this option. A potential alternative the Town could consider is regionalizing
management of the sewer system with Halifax County.
14

CAPITAL IMPROVEMENT PLAN
CHAPTER 3: WATER/SEWER CAPITAL IMPROVEMENT PLAN
Chapter 3 provides a general description of projected water and sewer infrastructure capital needs over
the next 10 years.
ajor water and sewer capital needs are defined as those expenditures cumulatively exceeding
M520,000 over the 10-year planning period. This is based on recommendations made by the
North Carolina Rural Center for communities with a population of less than 5,000. The
following water/sewer system capital needs have been identified by the Town of Scotland
Neck:
• Sludge Transfer Pump Station Repairs—Rehabilitate the pump station, including replacement of
existing pumps and electrical upgrades
• Sludge Thickener (Clarifier #2 Conversion) — Retrofit and convert the existing, smaller clarifier
(#2) into a sludge thickener to improve effluent quality
• New Clarifier #2 — Construct new 36 dia. clarifier to improve effluent clarification and provide
system redundancy
• Tertiary Filter Media Replacement—Replace the sand media in train#2 in the tertiary filter
• N. Church St.Water System Improvements—System improvements will be made along Church
St. north of W. 12th St./NC Hwy125 to the end of the street. Improvements will include
replacement of cast iron and galvanized iron mains with DIP/PVC mains, installation of fire
hydrants, and other related items. New PVC mains, other than service connections, wilt be a
minimum 6" in diameter for proper flow and pressure. An automatic flushing system will be
installed on the last hydrant to facility regular system flushing.
• Fire Hydrant Replacement Program — The older fire hydrants, prior to 1980, need to be
systematically replaced throughout the water system. These hydrants do not meet current
operation and insurance standards. Many have deteriorated and do not function properly,
creating a potential public safety and fire hazard. In addition, many of these same hydrants do
not have individual shut off valves, causing entire blocks of the water system to be shut down to
perform repairs. Approximately 100 hydrants need to be systematically replaced at the rate of
10 hydrants every two years.
• Lift Station Pump Replacements—Systematically replace all lift station pumps(2 each)that have
exceed the useful life expectancy of 10 years
• Lift Station Electrical Upgrades—Systematically upgrade all lift station electrical control systems
that have exceed the useful life expectancy of 10 years
• S. Church St. Water System Improvements—System improvements will be made along Church
St. south of 12th St./NC Hwy125 to W. 5th St.. Improvements will include replacement of cast iron
and galvanized iron mains with DIP/PVC mains, installation of fire hydrants, and other related
items. New PVC mains, other than service connections, will be a minimum 6" in diameter for
proper flow and pressure.
• Roanoke St. Water System Improvements—System improvements will be made along Roanoke
St.from E. 5th St.to E. 16th St. Improvements will include replacement of cast iron and galvanized
iron mains with DIP/PVC mains, installation of fire hydrants, and other related items. New PVC
15

CAPITAL IMPROVEMENT PLAN
mains, other than service connections, will be a minimum 6" in diameter for proper flow and
pressure.
• Install Emergency Generators at Lift Stations — Install emergency back-up generators and
associated connections at all lift stations.
• Digester Jet Pump Mixer Replacements— Replace the existing jet pump mixers in the digester
as part of normal operation and maintenance
• Phase 3 Water System Improvements—System improvements will include replacement of cast
iron and galvanized iron mains with PVC mains, installation of fire hydrants, and other related
items. New PVC mains, other than service connections, will be a minimum 6" in diameter for
proper flow and pressure. Improvements will be made in the following areas: 5th St., 6th St 7th
St., gth St.,9th St., and Main St.
• Phase 4 Water System Improvements—System improvements will include replacement of cast
iron and galvanized iron mains with PVC mains, installation of fire hydrants, and other related
items. New PVC mains, other than service connections, will be a minimum 6" in diameter for
proper flow and pressure. Improvements will be made in the following areas: 10th St., 11th St.,
12th St.,and 13th St.
• Water Tank Refurbishment—The 500,000-gallon water storage tank located on Roanoke Street
between 11th and 12th will need to be cleaned, repaired, and repainted within 10 years. Due to
moisture and air exposure, many areas of the tank will corrode and rust over time. The tank will
require repainting inside and outside after it has been cleaned and repaired.
16

CAPITAL IMPROVEMENT PLAN
Table 6-Water&Sewer System Capital Improvement Plan
Capital Improvement Project 2019/20 2020/21 2021/22 2022/23 2023/24 2024/25 2025/26 2026/27 2027/28 2028/29
1. Sludge Transfer Pump Station Repairs $120,000
2. Sludge Thickener(Clarifier#2 Conversion) $120,000
3. New Clarifier#2 $275,000
4. Tertiary Filter Media Replacement $20,000
5. N. Church St.Water Improvements $600,000
6. Fire Hydrant Replacements $10,000 $10,000 $10,000 $10,000 $10,000
7. Lift Station Pump Replacements $12,000 $12,000 $12,000 $12,000 $12,000
8. Lift Station Electrical Upgrades $15,000 $15,000 $15,000 $15,000 $15,000
9. S. Church St.Water Improvements $426,656
10.Roanoke St.Water Improvements $706,649
11.Lift Station Emergency Generator
Installations $25,000 $25,000 $25,000
12.Digester Jet Pump Mixer Replacements $10,000 $10,000
13.Phase 3 Water System Improvements $645,270
14.Phase 4 Water System Improvements $844,245
15.Water Storage Tank-Refurbishment $150,000
Total Water&Sewer System $535,000 $637,000 $1,168,305 $37,000 $0 $1,551,515 $10,000 $37,000 $25,000 $187,000
17

,.......
V© rici] 0.1L- @C'rtil Elild a (1-- ,,,
Town oft Scotland Neck
Lift Station Attachment
Section No IV.3
Daily Inspection Log
.•
724 West17th St k': 4. % ,- �� 1116 Grace& 12th St
Audible&'Visual Alarms V Audible&Visual Alarms
Can cony flow with one pump out of service , Can convey flow with one pump out of service `;,.
t
. Portable nerator
(-1 Portable Generate'' «,• ` ,,,
� �:
450 GPM
' 450 GPM �
4. -711.1 :1.' i ,,,41,,,,
Aki#,3 Y;+t3 ria k r i
,.
i'• .l lift Stati •
on'VNo- At - : Lift Station No 2
34890 Hwy 903 IND. ".. ,#
Audible&Visual Al. .;
Can convey flow rit
i •I•lcI . - . f service
�� STATION . Pbrtab a Generator
Portable Genera_-,
NO 3 ". 450 GPM
450 GPM ,.....,_a__ '
.._ E x ` �— z �� : -
Lift ''" on No 3 Lift Station No 4
John Deere Hwy 25; COrTL
S
Audible&Visual Alarms ��
,,, :T:
1867> win one pu p O a
4S0q, ', ✓`+
1
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9116 O‘)
Lift Station No 5
- 1 C A

Town of Scotland Neck Lift Stations
. r1;,,i
Generator Portable
Lift Station Location Telephone# Backup Generator Priority Manual Location
Lift Station#1 1624 West 17th Street No Yes 1 Public Works Office
Lift Station#2 1116 Grace & 12th Street No Yes 2 Public Works Office
Lift Station#3 34890 Hwy 903 No Yes 3 Public Works Office
Lift Station#4 Edwards Fork Road No Yes 4 Public Works Office
Lift Station#5 John Deere Lift Station No Yes 5 Public Works Office
Dialer Programmed F Stations without back up generation, Stations no 1, 1,2,3,4,5 will utilize
#1 3enerac 36 KW portable generator located at the storage shed on
#2 West 10th Street Rotate generator based on priority.
#3
#4
#5
Emergency Repair Contact Bobby Davis ORC
7/14/2020
252-886-2387
Watson Septic Service Eddie 252-904-1557 Eric Johnson BU-ORC
Engineering Services 1-919-662-7272 7/14/2020
Electrical Services & S Solutions Phillip 252-813-6727 252-578-2513
Ray Rightmeyer 252-532-0702 252-289-0589
Hendrix Barnhill 252-752-4122 Travis Browder BU-ORC
City of Rocky Mount Ed Joyner 252-467-4913 7/14/2020
Chuck Braswell & Sons 252-985-8029 252-578-9205
Nancy Dempsey
252-908-4199
Revised 7-14-20
Bobby Davis Mayor Eddie Braxton
252-578-0131
Warren Cross
252-903-8950