WQCS00137_Renewal Application_20180221

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City of Southport
February 21, 2018
Mr. Steve Lewis
NCDENR — DWR PERC
1617 Mail Service Center
Raleigh, NC 27699-1617
Dear Mr. Lewis:
RECEIVE®/®ENRIDWR
FEB 2 6 2018
Water Resources
Permitting Section
I am writing to advise and confirm, with respect to the requirements of 15A NCAC 02T.106, that, in
addition to the City Manager of Southport, the City of Southport Public Services Director (currently
David H. Fox) is authorized to sign all water quality permit applications on behalf of the City.
Thank you for your kind attention to this information.
Sincerely yours,
Bruce Oakley
City Manager
1029 N. HOWE STREET • SOUTHPORT, NORTH CAROLINA 28461
www.cityofsouthport.com • PHONE: [phone] • FAX: [phone]

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City of Southport
February 21, 2018
Mr. Steve Lewis
Environmental Engineer
NCDENR — DWR PERCS
1617 Mail Service Center
Raleigh, NC 27699-1617
RE: Renewal Application Wastewater Collection System #WQCS00137
Dear Mr. Lewis:
Enclosed please find two copies each of the following attached information.
• Executed Form CSA 04-16
• Authorization to Sign Letter
• Organizational Chart
• March 1, 2013 Collection System Permit Copy
• City Wastewater Response Action Plan
• List of Lift Stations
• FY 2017-18 Approved Budget
• FY 2018-19 Capital Improvement Plan
• Sewer System Schematic Drawing
• Copy of City Grease Control Ordinance and Public Information Package
The City does not currently have any wastewater lines that meet the high priority line criteria
established in the state rules.
Should you have any further questions regarding this application, please contact me at 910-457-7935.
Sincerely,
David H. Fox
Public Services Director
cc: Mr. Bruce Oakley, City Manager
1029 N. HOWE STREET • SOUTHPORT, NORTH CAROLINA 28461
www.cityofsouthport.com • PHONE: [phone] • FAX: [phone]

State of North Carolina
I Department of Environmental Quality
DWR Division of Water Resources
- 15A NCAC 02T.0400 — SYSTEM -WIDE WASTERWATER COLLECTION SYSTEMS
Division of Water Resources INSTRUCTIONS FOR FORM CSA 04-16 & SUPPORTING DOCUMENTATION
Documents shall be prepared in accordance with 15A NCAC 02T .0100, 15A NCAC 02T .0400, and all relevant
Division Policies. Failure to submit all required items will necessitate additional processing and review time.
For more information, visit the System -wade Collection System Permitting website
General — When submitting an application to the Pretreatment, Emergency Response, & Collection Systems (PERCS)
Unit, please use the following instructions as a checklist in order to ensure all required items are submitted. Adherence to
these instructions and checking the provided boxes will help produce a quicker review time and reduce the amount of
requested additional information
The Applicant shall submit one original and one copy of the application and supporting documentation.
A. Cover Letter
❑ Submit a cover letter listing all items and attachments included in the permit application package
B. No Application Fee Required
➢ No application fee is necessary. The permittee will be billed ari annual fee upon issuance of the permit
➢ The appropriate annual fee for systemwide wastewater collection system permits may be found at:
➢ Annual Non -Discharge Fees
C. System -Wide Wastewater Collection System (FORM: CSA 04-16) Application:
Submit the completed and appropriately executed System -wide Wastewater Collection System (FORM: CSA 04-
16) application. Any unauthorized content changes to this form shall result in the application package being
returned. If necessary for clarity or due to space restrictions, attachments to the application may be made, as long
as the attachments are numbered to correspond to the section and item to which they refer.
❑ If the Applicant Type in Section I.3 is a Privately -Owned Public Utility, provide the Certificate of Public
Convenience and Necessity (CPCN) from the North Carolina Utilities Commission demonstrating the Applicant
is authorized to hold the utility franchise for the area to be served by the wastewater collection system, or
❑ Provide a letter from the North Carolina Utilities Commission's Water and Sewer Division Public Staff stating an
application for a franchise has been received and that the service area is contiguous to an existing franchised area
or that franchise approval is expected.
❑ If the Applicant Type in Section I.3 is a corporation or company, provide documentation if it is registered for
business with the North Carolina Secretary of State.
D. General Information:
➢ The Authorized signing official listed in Section I.4 should match with that of the Applicant certification page in
accordance with 15A NCAC 02T 0106(b) Per 15A NCAC 02T .0106(c), an alternate person may be designated
as the signing official if a delegation letter is provided from a person who meets the criteria in 15A NCAC 02T
.0106(b).
➢ NOTE - Public Works Director's are not authorized to sign this permit application according to the rule
unless they are delegated.
INSTRUCTIONS FOR APPLICATION CSA 04-16 & SUPPORTING DOCUMENTATION Page 1 of 5

Pump Stations for Collection System:
Pump Station Type
Number
Simplex Pump Stations (Serving Single Building)
Back -Up ORC Name- ` `l7�°'r1 . j'—XivZC-- "
Simplex Pump Stations (Serving Multiple Buildings)
(�
Duplex Pump Stations
y
3. Submit a list of all mayor (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 a 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 FOX
Certification Number
N/152
Back -Up ORC Name- ` `l7�°'r1 . j'—XivZC-- "
Certification Number.
/OC qq 37
Seethe "WOCS Contacts and ORC Repo ' for a current listing of the ORC(s) the Division has on file for WQCS permit
3 Approximate annual budget for collection system only $�/`��
4 Submit a copy of your current annual budget.
5. Approximate capital improvement budge for the collection system only: $ 0
6. Submit a copy of your current capital improvement plan.
7 Is this collection system currently a satellite system ❑ Yes or [9'No
8 Do any satellite systems discharge to this collection system ❑ Yes orMNo (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

I. APPLICANT INFORMATION -
1 Applicant's name (Municipality, Public Utility, etc): C rry OF sclo' n fbR T
CATV CF,.- S rjc%4t K.2 i
2 Facility Information. Name Collection System Permit No. WQCS00
3 Applicant type Municipal ❑ State ❑ Privately -Owned Public Utility
❑ County ❑ Other.
4 Signature authority's name per 15A NCAC 02T .0106(b) DA yl 1 f a �)(�'�- �E-•^ vlcr�5 /?R�
Title. Pclb Li G Sc -r ►rr c Or,
5. Applicant's mailing address i © Al Af. 110601E S
City Pe,t- State L Zip 219--Y6
6 Applicant's contact information
Phone number: ! Fax number: �� 91� % Email address e %{ ✓t� �'�,C ®sc�e �Pry� NC; OP -6
II. CONTACT/CONSULTANT INFORMATION:
1 Contact Name:
2. Title/Affiliation
3 Contact's mailing address:
4. City State Zip -
5 Contact's information
Phone number: (--) _- Fax number- (_) _- Email address
III. GENERAL REQUIREMENTS:
1. New Permit or Premit Renewal? ❑ New [4Renewal
2. County System is located in County y
3. Owner & Name of Wastewater Treatment Facility(ies) receiving wastewater from this collection system
Owner(s) & Name(s). _WEST 6 Pva&, U i e -k W co,
4 WWTF Permit Number(s) W QOO A3 691,3
5 What is the wastewater type? 16 % Domestic or ,o`. % Industrial (See 15A NCAC 02T 0103(20))
S:3 Y,g PcQ.
�j Is there a Pretreatment Program in effect? ❑ Yes or ® No
6. Wastewater flow- MGD (Current average flow of wastewater generated by collection system) -5" 3 q q fA
7 Combined permitted flow of all treatment plants: MGD —1'40
8. Explain how the wastewater flow was determined. ❑ 15A NCAC 02T .0114 or R'Representative Data
9. Population served by the collection system r2gs q
IV. COLLECTION SYSTEM INFORMATION:
1 Line Lengths for Collection System:
Sewer Line Description
Length
Gravity Sewer
(miles)
Force Main
(miles)
Vacuum Sewer
© (miles)
Pressure Sewer
„Z;j(miles)
APPLICATION CSA 04-16 Page 3 of 5

VI. ' COLLECTION SYSTEM COMPLIANCE:
1 Is a Response Action Plan currently in place �9 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 place9 JK Yes or ❑ No
4. If Yes, submit a copy of the pump station contingency plan or see table 6 below.
5 Is a comprehensive collection system map currently in place9 RYes 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 per►nit'renenals. Any compliance dates must be included within
the permit prior to issuance or the permit holder will be found in violation upon inspection.
Permit Condition
Current
Compliance9
If no, Indicate a
Compliance
Date
Typical
Compliance
Schedule
1(4) — Grease ordinance with legal authority to inspectienforce
.K' Yes ❑ No
12 —18 mo
I(5) — Grease inspection and enforcement program
P? Yes ❑ No
12 —18 mo
1(6) — Three to five year current Capital Improvement Plan.
WYes ❑ No
12 —18 mo
1(8) — Pump station contingency plan
4 -Yes ❑ No
3 mo.
I(9) — Pump station identification signs.
K Yes ❑ No
3 mo
I(11) — Functional and conspicuous audible and visual alarms.
Yes ❑ No
3 — 6 mo
11(5) — Spare pumps for any station where one pump cannot
handle peak flows alone (in a duplex station, the 2nd pump is
the spare if pump reliability is met).
,-Yes ❑ No
6 — 9 mo
11(7) — Accessible right-of-ways and easements.
Yes ❑ No
6 —12 mo
1I(9) — Response action plan with Items 9 (a — h).
,Yes ❑ No
3 mo
I11(3) — Comprehensive collection system map
KYes ❑ 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):
attest that this application for C / f i r J��u �'C& �
(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 accord with G eral tatut 1 3-215.6A n 143-215 6B, any person who knowingly makes any false statement,
representation, certificatio i any a lie io shall be it of a Class 2 misdemeanor which may include a fine not to exceed
$10,000 as well 'civil penal i s up to 5, 0 er vi ti a10-;V7(11X Offf
Signature Date
APPLICATION CSA 04-16 Page 5 of 5

Public Services Department
Distribution System Facility Maintenance
Operator I I Supervisor
Grounds Maintenance Senior
Crew Leader Custodian
Custodian
Grounds Maintenance
Worker (3)
Public Services I
Director
I Administrative
Specialist
City of Southport
Organizational Chart
January 2077
Page 2 of 2
Fleet Services I i Load Management & I I Public Services
Supervisor I lAdministrative Specialistj I Supervisor
Fleet Services Collection System Senior Public
Technician Operator Services Technician
Public Services
Technician (3)

Mayor and
Board of Aldermen
city
Manager
City
Clerk
I
City of Southport
Organizational Chart
January 2017
Page 1 of 2
Codes
Finance
Fire
Parks& Recreation
Police Public Services
Administrator
Director
Chief
Director
Chief Director
See Page 2
Deputy City
Financial
Deputy Fire
Recreation Program
Receptiornst
Clerk
Specialist
Chief
Specialist
(6 limited __ service
Payroll and
Benefits Specialist
______.__ __.__________
City
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�Flr_,Volunteers (45) &-1
Facility
Police Detective Police
Planner
Technician
EMS Volunteers (35J
I Coordinator
Sergeant Lieutenant
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sm Informations
Specialist

A=*A
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Charles Wakild, P. E. Dee Freeman
Governor Director Secretary
September 13th, 2012
Robert E. Tucker, Public Services Director
City of Southport
201 E. Moore St
Southport, NC 28461
Subject: Permit No. WQCS00137
City of Southport
Southport Collection System
Brunswick County
Dear Mr. Tucker:
In accordance with your application received on August 6`11, 2012, as well as the additional
information received on September 5th, 2012, we are forwarding herewith Permit No.
WQCS00137, dated September 13th, 2012, to the City of Southport for the operation and
maintenance of the subject wastewater collection system.
This permit shall be effective from March 1St, 2013 until March 1St, 2018. This permit shall be
subject to the conditions and limitations specified herein. It is°your responsibility to thoroughly
review this permit. Please pay particular attention to the monitoring and reporting requirements
in this permit and any compliance schedules shown in bold.
For purposes of permitting; the collection system is considered to be any existing or newly
installed system extension up to the wastewater treatment facility property or point of connection
with a separately owned sewer system. The collection system is considered all gravity lines,
pump stations, force mains, low pressure sewer systems, STEP systems, vacuum systems, etc.
and associated piping, valves and appurtenances that help to collect, manage and transport
wastewater to a wastewater treatment plant under the Permittee's ownership or maintained and
operated by the Permittee through a perpetual legal agreement. Satellite systems are systems
tributary to the Permittee's collection system but those collection systems are not owned or
maintained by the Permittee. The system description provided- on Page 1 of this permit is meant
to provide a general idea about the size of the system and may not be all inclusive of the
collection system at the time of permit issuance or afterward.
A release of wastewater from the wastewater collection system is referred to herein as a Sanitary
Sewer Overflow (SSO). The evaluation of enforcement options after a SSO will be determined
considering the criteria listed in condition I(2)(a) and I(2)(b) of the permit and all other relevant
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
Location 512 N Salisbury St Raleigh, North Carolina 27604
Phone [phone] FAX [phone]
Internet www ncwaterouality ora
An Equal Opportunity 1 Affirmative Aeon Employer
Nor thCarohna
Nahm! lly

Robert E. Tucker, Public Services Director
September 13a`, 2012
Page 2 of 3
information available or requested of the Permittee. Compliance with all conditions of the
permit as well as all statutes and regulations pertaining to the collection system must be
maintained or appropriate enforcement actions may be taken as noted in Condition VI(2).
A reportable SSO is a SSO greater than 1,000 gallons to the ground or a SSO of any amount that
reaches surface water (including through ditches, storm drains, etc.) Below is the procedure to
use for reporting SSOs to the Division:
1. Report by telephone to a Division of Water Quality staff member (not facsimile or
voicemail) at your regional DWQ office during regular business hours (Monday to
Friday, 8AM to 5PM) as soon as possible, but in no case more than 24 hours after the
SSO is known or discovered. To report outside of regular business hours, call (800) 858-
0368.
2. Follow up the verbal report by sending a completed written report on the most current
Division approved form within five days.
To provide a uniform method for all systems covered under this permit and to provide useful and
consistent information pertaining to SSOs, a new spill reporting form has been developed
(October 2003). Form CS-SSO consists of two parts. Part I serves to provide to the Division the
required information that has always been necessary. Part II serves as an area to provide a
justification for the spill, as optional'under Condition 1(2) of your permit. Form CS-SSO can be
downloaded from hq://portal.nedenr.org/web/Wq/swp/ps/cs/ssoreport from the SSO Reporting
area.
An NOV, civil penalty, and/or a moratorium on the addition of waste to the system may be
issued if adequate justification for anSSO is NOT submitted to the regional office. In order to
submit a claim for justification of an SSO, you must use the Form CS-SSO with additional
documentation as necessary_ DWQ staff will review the -justification claim and determine if
enforcement action is appropriate. Please be advised that the information needed to justify a spill
is very comprehensive. Begin using this form immediately to report SSOs from the collection
system. Continue to use our old form for reporting bypasses at the wastewater treatment plant
until further notice. The time frame for submittal- of both Part I and Part 11, if pertinent, is five
days.
Failure to abide by the conditions in ,this permit may subject the Permittee to enforcement action.
If any parts, requirements, or limitations contained -in this permit are unacceptable, you have the
right to request an adjudicatory hearing upon written request within thirty days following the
receipt of this permit. This requestmust be in the, form of a written petition, conforming to
Chapter 150B of the North Carolina General Statutes, and -filed with the Office of Administrative
Hearings, 6714 Mail Service Center, Raleigh, NC 27699-6714. Unless such demands are made,
this permit shall be final and binding.
If you have questions regarding compliance contact your regional office or the Pretreatment,
Emergency Response and Collection Systems Unit of the North Carolina Division of Water

Robert E. Tucker, Public Services Director
September 13th, 2012
Page 3 of 3
Quality at [phone]. If you need additional information concerning this permit, please
contact the Pretreatment, Emergency Response and Collection Systems Unit at [phone].
Sincerely,
�:A
for Chuck Wakild, P.E., Director
Division of Water Quality
enclosure: Permit No. WQCS00137
cc: Brunswick County Health Department
Wilmington Regional Office, Surface Water Protection Section
Steve Reid, NPDES — Compliance & Expedited Permitting Unit (electronic)
Water Quality Central Files - WQCS00137
PERCS Files (electronic)

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
SYSTEM -WIDE WASTEWATER COLLECTION SYSTEM PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
City of Southport
Brunswick County
FOR THE
operation and maintenance of a wastewater collection system consisting of, at the time of permit
issuance, approximately 5.85 miles of gravity sewer, approximately 18.25 miles of pressure
sewer, approximately 26.1 miles of force main, 24 duplex pump stations, and all associated
piping, valves, and appurtenances required to make a complete and operational wastewater
collection system to serve the City of Southport and any deemed permitted satellite communities,
pursuant to the application received on August 6t', 2012, as well as the additional information
received on September 5tn, 2012, and in conformity with the documents referenced therein and
other supporting data subsequently filed and approved by the Department of Environment and
Natural Resources and considered a part of this permit.
This permit shall be effective from the March 1St, 2013 until March 1St, 2018 and shall be subject
to the following specified conditions and limitations:
I. PERFORMANCE STANDARDS
1. The sewage and wastewater collected by this system shall be treated in the West
Brunswick Regional Wastewater Treatment Facility (WQ0023693) prior to being
disposed into the high rate infiltration system. This collection system permit will be
referenced upon renewal or modification of your NPDES permit(s).
2. The wastewater collection system shall be effectively managed, maintained and operated
at all times so that there is no SSO to land or surface waters, nor any contamination of
groundwater. In the event that the wastewater collection system fails to perform
satisfactorily, including the creation of nuisance conditions, the Permittee shall take
immediate corrective actions, including actions that may be required by the Division of
Water Quality (Division), such as the construction of additional or replacement sewer
lines and/or equipment.

The Director may take enforcement action against the Permittee for SSOs that must be
reported to the Division as stipulated in Condition IV(2). This includes SSOs that were
caused by severe natural conditions or exceptional events unless the Permittee
demonstrates through properly signed, contemporaneous operating logs, or other relevant
evidence that:
a) The SSO was caused by severe natural conditions; there were no feasible
alternatives to the SSO, such as the use of auxiliary treatment facilities, retention
of untreated wastewater, reduction of inflow and infiltration, use of adequate
back-up equipment, or an increase in the capacity of the system. This provision is
not satisfied if, in the exercise of reasonable engineering judgment, the Permittee
should have installed auxiliary or additional collection system components,
wastewater retention or - eatment facilities, adequate back-up equipment or
should have reduced inflow and infiltration; or
b) The SSO was exceptional, unintentional, temporary and caused by factors beyond
the reasonable control of the Permittee; the SSO could not have been prevented
by the exercise of reasonable control, such as proper management, operation and
maintenance; adequate treatment facilities or collection system facilities or
components (e.g., adequately enlarging treatment or collection facilities to
accommodate growth or adequately controlling and preventing infiltration and
inflow); preventive maintenance; or installation of adequate back-up equipment;
The Permittee can submit a claim to the Division Regional Office that the SSO meets the
criteria of this condition. The Permittee has the option of submitting this claim along with
the spill report required by Condition N(2) (i.e., within five days) in order to be
considered for immunity from enforcement action. Form CS-SSO Part 11, or most current
Division approved form, shall be used for any claims. The Permittee has the burden of
proof that the above criteria have been met.
3. The Permittee shall establish by ordinance its legal authority to require new sewers be
properly constructed; to ensure proper inspection and testing of sewer mains and service
laterals; to address flows from satellite systems and to take enforcement action as
required by Condition I(4).
4. The Permittee shall develop and implement an educational fats, oils and grease program
that shall include at least bi-annual distribution of educational material targeted at both
residential and non-residential users. The Permittee shall also develop and implement an
enforceable fats, oils and grease program for non-residential users under which the
Permittee can take enforcement against users who have not properly installed, operated
and maintained grease traps or grease interceptors as directed or otherwise violated the
terms of the local ordinance pertaining to fats, oils and grease.
5. The Permittee shall adopt and implement a Capital Improvement Plan (CIP) to designate
funding for reinvestment into the wastewater collection system infrastructure. The CIP
should address the short-term needs and long-term "master plan" concepts. The CIP
should typically cover a three to five year period and include a goal statement,
description of the project area, description of the existing facilities, known deficiencies

(over a reasonable period) and forecasted future needs. Cost analysis is integral to the
CIP.
6. Existing overflow piping from manholes and pump stations, excluding piping to
approved equalization structures, known or discovered after permit issuance shall be
immediately removed or permanently capped. Plugged emergency pumping connections
are allowable for portable pumping or rerouting without intentionally bypassing the
wastewater treatment facility.
7. The Permittee shall maintain a contingency plan for pump failure at each pump station.
If one of the pumps in a pump station containing multiple pumps fails, the process of
repairing or replacing the pump shall be initiated immediately and the new parts or pump
shall be installed as soon as possible. If the pump in a simplex pump station fails, it shall
be replaced immediately.
8. Each pump station shall be clearly and conspicuously posted with a pump station
identifier and an emergency contact telephone number at which an individual who can
initiate -or perform emergency service for the wastewater collection system 24 hours per
day, seven days per week can be contacted. This emergency contact telephone number
shall be coupled with instructions that the emergency contact should be called if the
visual alarm illuminates, if the audible alarm sounds, or if an emergency is apparent.
9. Pump station sites, equipment and components shall have restricted access, per 15A
NCAC 02T .305(h)(4).
10. Pump stations that do not employ an automatic polling feature (i.e. routine contact with
pump stations from a central location to check operational status of the communication
system) shall have both audible and visual high-water alarms. The alarms shall be
weather-proof and placed in a clear and conspicuous location. Permits issued for the
construction of pump stations that included high water alarms in the description must
maintain the alarms even if simple telemetry (i.e. notification of an alarm condition
initiated by the pump station control feature) is installed.
11. For all newly constructed, modified and rehabilitated pump stations, all equipment and
components located within the pump station shall be corrosion -resistant and components
in close proximity of the pump station shall be sealed within a corrosion -resistant coating
or encasement.
12. All construction and rehabilitation of the wastewater collection system (i.e., permitted or
deemed permitted) shall be scheduled to minimize the interruption of service by the
existing utilities. Construction and rehabilitation shall not result in the violation of
Condition (I)(2) of this permit.
H. OPERATION AND MAINTENANCE REQUIREMENTS
1. Upon classification of the collection system by the Water Pollution Control System
Operators Certification Commission (WPCSOCC), the Permittee shall designate and
employ a certified operator to be in responsible charge (ORC) and one or more certified

operator(s) to be back-up ORC(s) of the facilities in accordance with 15A NCAC 8G
.0201. The ORC shall visit the system within 24 hours of knowledge of a bypass, spill,
or overflow of wastewater from the system, unless visited by the Sack -Up ORC, and
shall comply with all other conditions of 15A NCAC 8G .0204.
2. The Permittee shall develop and adhere to a schedule for reviewing all inspection,
maintenance, operational and complaint logs. If the review process results in the
identification of any recurring problem in the wastewater collection system that cannot be
resolved in a short time period, the Permittee shall establish a plan for addressing the
problem(s).
3. The Permittee shall develop and adhere to a schedule for testing emergency and standby
equipment.
4. The Permittee shall develop and implement a routine pump station inspection and
maintenance program, which shall include, but not be limited to, the following
maintenance activities:
a. Cleaning and removing debris from the pump station structure, outside perimeter,
and wet well;
b. Inspecting and exercising all valves;
c. Inspecting and lubricating pumps and other mechanical equipment according to
the manufacturer's recommendations; and
d. Verifying the proper operation of the alarms, telemetry system and auxiliary
equipment.
5. For each pump station without pump reliability (i.e. simplex pump stations serving more
than a single building or pump stations not capable of pumping at a rate of 2.5 times the
average daily flow rate with the largest pump out of service), at least one fully
operational spare pump capable of pumping peak flow shall be maintained on hand.
6. The Permittee shall maintain on hand at least two percent of the number of pumps
installed, but no less than two pumps, that discharge to a pressure sewer and serve a
single building, unless the Permittee has the ability to purchase and install a replacement
pump within 24 hours of first knowledge of the simplex pump failure or within the
storage capacity provided in any sewer line extension permit.
7. Rights-of-way and/or easements shall be properly maintained to allow accessibility to the
wastewater collection system unless the Permittee can demonstrate the ability to gain
temporary access in an emergency situation where existing land -use conditions do not
allow the establishment and maintenance of permanent access. In this case, the Permittee
shall continue to observe the lines visually, utilize remote inspection methods (e.g.
CCTV) and use the opportunity of drier conditions to perform further inspections and
necessary maintenance.
8. The Permittee shall assess cleaning needs, and develop and implement a program for
appropriately cleaning, whether by hydraulic or mechanical methods, all sewer lines. At
least 10 percent of the wastewater collection system, selected at the discretion of the

ORC, shall be cleaned each year. Preventative cleaning is not required for sewer lines
less than five years old unless inspection otherwise reveals the need for cleaning or
cleaning is required by a sewer line extension permit.
9. Adequate measures shall be taken to contain and properly dispose of materials associated
with SSOs. The Permittee shall maintain a Response Action Plan that addresses the
following minimum items:
a. Contact phone numbers for 24-hour response, including weekends and holidays;
b. Response time;
c. Equipment list and spare parts inventory;
d. Access to cleaning equipment;
e. Access to construction crews, contractors and/or engineers;
f. Source(s) of emergency funds;
g. Site sanitation and clean up materials; and
h. Post-SSO assessment.
10. The Permittee, or their authorized representative, shall conduct an on-site evaluation for
all SSOs as soon as possible, but no more than two hours after first knowledge of the
_SSO.
11. In the event of a SSO or blockage within the wastewater collection system, the Permittee
shall restore the system operation, remove visible solids and paper, sanitize any ground
area and restore the surroundings.
III.RECORDS
1. Records shall be maintained to document compliance with Conditions 1(4),11(2) - H(4),
II(7) - II(8), IV(3) and V(1) -V(4). Records shall be kept on file for a minimum of three
years.
2. The Permittee shall maintain adequate records pertaining to SSOs, and complaints for a
minimum of three years. These records shall include, but are not limited to, the following
information:
a. Date of SSO or complaint;
b. Volume of wastewater released as a result of the SSO and/or nature of complaint;
c. Location of the SSO and/or complaint;
d. Estimated duration of the SSO;
e. Individual from the Division who was informed about the SSO and/or complaint,
when applicable;
f. Final destination of the SSO;
g. Corrective actions;
h. Known environmental/human health impacts resulting from the SSO; and
i. How the SSO was discovered.
3. The Permittee shall maintain an up-to-date, accurate, comprehensive map of its
wastewater collection system that also notes the locations where other wastewater

collection systems become tributary_ If a comprehensive map of the collection system
has not been established,,a rough sketch shall be drawn. The Permittee shall map
approximately 10 percent of its existing collection system each year for the next ten years
beginning at the original permit issuance date, or until complete, whichever is sooner.
The comprehensive map shall include, but is not limited to: pipe size, pipe material, pipe
location, flow direction, approximate pipe age, number of active service taps, and each
pump station identification, location and capacity.
4. The Permittee shall maintain records of_all of the modifications and,extensions to the
collection system permitted herein. The Permittee shall maintain a copy of the
construction record drawings and specifications for modifications/extensions to the
wastewater collection system for the life of the modification/extension. Information
concerning the extension shall be incorporated into the map of the wastewater collection
system within one year of the completion of construction. The system description
contained within this permit shall be updated to include this modification/extension
information upon permit renewal.
IV. MONITORING AND REPORTING REQUIREMENTS
1. Any monitoring (including, but not necessarily limited to, wastewater flow, groundwater,
surface water, soil or plant tissue analyses) deemed necessary by the Division to ensure
surface water and groundwater, protection will be established, and an acceptable sampling
and reporting schedule shall be followed.
2. The Permittee shall verbally report to a Division of Water Quality staff member at the
Wilmington Regional Office, at telephone number 910-796-7215 as soon as possible, but
in no case more than 24 hours following the occurrence or first knowledge of the
occurrence of either of the following:
a. Any SSO and/or spill over 1,000 gallons; or
b. 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 (800) 858-
0368 or [phone]. Persons reporting any of the above occurrences shall file a spill
report by completing Part I of Form CS-SSO, (or the most current Division approved
form), within five days following first knowledge of the occurrence. This report shall
outline the actions taken or proposed to ensure that the problem does not recur. Per
Condition I(2), Part II of Form CS-SSO (or the most current Division approved form) can
also be completed to show that the SSO was beyond control.
3. The Permittee shall meet the annual reporting and notification requirements provided in
North Carolina General Statute § 143-215.1 C.

V. INSPECTIONS
1. The Permittee or the Permittee's designee shall inspect the wastewater collection system
regularly to reduce the risk of malfunctions and deterioration, operator errors, and other
issues that may cause or lead to the release of wastes to the environment, threaten human
health or create nuisance conditions. The Permittee shall keep an inspection log or
summary including, at a minimum, the date and time of inspection, observations made,
and any maintenance, repairs, or corrective actions taken by the Permittee.
2. Pump stations without Supervisory Control and Data Acquisition (SCADA) systems or
telemetry shall be inspected everyday (i.e. 365 days per year). Pump stations equipped
with SCADA systems or telemetry shall be inspected at least once per week.
3. A general observation of the entire collection system shall be performed throughout the
course of every year.
4. Inspections of all high priority lines (i.e. aerial line, sub -waterway crossing, line
contacting surface waters, siphon, line positioned parallel to stream banks that are subject
to eroding -in such a manner that may threaten the sewer line, or line designated as high-
priority in a permit) shall be performed at least once per every six-month period of time.
A list of high-priority lines is presented as Attachment A and is hereby incorporated into
this permit condition. New high priority lines installed or identified after permit issuance
are incorporated by reference and subject to this permit condition until permit renewal
where they shall be referenced in writing in Attachment A. No high priority lines listed
as of September 13th, 2012.
VI. GENERAL CONDITIONS
1. This permit is not transferable. In the event that the Permittee desires to transfer
ownership of the wastewater collection system or there is a name change of the
Permittee, a formal permit modification request shall be submitted to the Division. The
request shall be accompanied by documentation from the parties involved, and other
supporting materials as may be appropriate. Such request will be considered on its merits
and may or may not be approved.
2. Failure to abide by the conditions and limitations contained in this permit may subject the
Permittee to an enforcement action by the Division in accordance with North Carolina
General Statute § 143-215.6A through § 143-215.6C, and a sewer moratorium may be
established.
3. The issuance of this permit does not exempt the Permittee from complying with any and
all statutes, rules, regulations, or ordinances that may be imposed by other government
agencies (i.e., local, state, and federal) having jurisdiction, including but not limited to
applicable river buffer rules in 15A NCAC 2B .0200, soil erosion and sedimentation
control requirements in 15A NCAC Chapter 4 and under the Division's General Permit
NCGO10000, and any requirements pertaining to wetlands under 15A NCAC 2B .0200
and 15A NCAC 02T .0100 and all applicable North Carolina Occupational Safety and
Health Act health and safety standards.

4. The issuance of this permit does not prohibit the Division from reopening and modifying
the permit, revoking and reissuing the permit or terminating the permit as allowed by the
laws, rules, and regulations contained in 15A NCAC 02T .0100 and North Carolina
General Statute §143-215.1 et. al., or as needed to address changes in federal regulations
with respect to the wastewater collection system.
5. The Permittee shall pay the annual fee within thirty (30) days after being billed by the
Division. Failure to pay the fee accordingly may cause the Division to initiate action to
revoke this permit as specified by 15A NCAC 02T .0110(4).
6. The Permittee shall request renewal of this permit at least six months prior to the
expiration of this permit. Upon receipt of the request, the Commission will review the
adequacy of the wastewater collection system described therein, and if warranted, will
extend the permit for a period of time and under such conditions and limitations, as the
Commission may deem appropriate.
7. The Permittee shall notify the Division's Pretreatment, Emergency Response and
Collection Systems Unit in writing at 1617 Mail Service Center, Raleigh, North Carolina
27699-1617 of any changes to the name and/or address of the responsible party (i.e.
mayor, city/town manager) of the wastewater collection system.
8. Any duly authorized officer, employee, or representative of the Division may, upon
presentation of credentials, enter and inspect any property, premises or place on or related
to the collection system at any reasonable time for the purpose of determining
compliance with this permit, may inspect or copy any records that must be maintained
under the terms and conditions of this permit, and may obtain samples of wastewater,
groundwater, surface water, soil, or plant tissue.
9. This permit shall become voidable unless the agreement between City of Southport and
West Brunswick WWTF for the collection and final treatment of wastewater is in full
force and effect.
Permit issued this the 13th of September, 2012
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Charles Waki.ld, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQCS00137

CITY OF SOUTHPORT
Wastewater / Response Action Plan
Make initial assessments / 30 Min. Action Time
Correct problem individually if you can, begin resource coordination to correct.
Contact Public Service Director: David H, Fox— 910-233-4565
If spill or bypass is occurring at a pump station, make sure controls are operating correctly and
station is pumping, if not go to personnel list and call out personal to assist you in correcting
the problem. If further assistances are required go to contractor list for further assistances /
such as large vac trucks and bypass pumping equipment.
If a spill or bypass is occurring at a manhole, look for a down stream manholes to see how much
of the sewer system is impacted. Call for additional personnel to bring out traffic control
equipment and jet truck for clearing blockages. Initiate containment efforts to control spill. At
all times observe area around you and work site for safety concerns for employees and
customers, traffic, and the environment.
Emergency Contact List City Personnel
Public Services Director: David H. Fox (910-233-4565)
Public Works Supervisor: Tom Stanley (910-233-4890)
Back -Up O.R.0 for Sewer Collection
Wastewater Collections O R.0 : David H, Fox (910-233-4565)
FOG Inspectors:/Pollution Control Maintance Mech: Mark Napier (910-520-2543)Mike
Spicer(910-269-1868)
Water Distribution O.R.C: Paul Woodall (910-269-3043)

Back -Flow O.R.C:
Building and Grounds Supervisor Harlan Pyles (910-457-7935)(910-269-3040)
Garage Supervisor: Billy Troyer (910-523-0018)
Electrical Systems Coordinator: Ellie Pittenger (910-269-3041)
McNiell Williamson: Pollution control mech. 2 (910 -269 -3042) -(Street Dept.)
Kevin Alley: (910 -540 -1084) -(Garage Mechanic)
Building Grounds Crew Leader: Mark Southerland: (910-279-5280)
Emergency Equipment Location
Back Hoe - Public Works
Air Compressor — Public Works
Light Tower — Public Works
Portable Lights — Public Works
Dewatering pumps — Public Works
Large bypass pumps — Public Works
Water main repair parts — Public Works
Sewer Main repair parts — Public Works
Pump Station repair parts — Public Works
Electrical Parts —Public Works
Portable Generator — Public Works
Lateral Camera — Public Works
Main line camera
Tote a Torch — Public Works
Welder — Garage
V

Cutting Torch — Garage
Smoke Blower —public Works
Dump Truck — Public Works
Tractor— Public Works
Jet Truck — Public Works
Combination Vac/Jet Truck
Pavement Roller — Public Works
14 FT John Boat Outboard —Treatment Plant
Line Locator— Electrical Closet Public Works
Bob Cat — Public Works
Safety Equipment Location
Trench Box —Public Works
Confine Space Entry Tripod — Public Works
Self Retracting Life Line — Public Works
Ventilators — Public Works
Gas detector — Public Works
Traffic Control Baton — Electrical Closet Public Works
Traffic Control 2 -way Radio — Electrical Closet Public Works
Traffic Barricades /Cones / Signs — Public Works
Emergency Contractor List
American Pipe Cleaners — 910-443-8338 or 910-686-0099
Vac Trucks, Jet Trucks, Sewer Main TV Inspections, Pump/ Haul Pump Station

S&B Maintance — 910-253-4689 Contact —Sam Carteret (Pump & Haul)
Porter — 910-521-0549 — Sewer Main Cleaning, Sewer Main Inspections Wet Well Cleaning
Pump & Haul
Waste Management — 910-799-2655 Large Septic Tank Trucks (Pump & Haul)
Godwin Pumps — (910-383-1106) Patrick Seay — (910-2377135) Chris Smith (910-237-7090)
BYPASS PUMPING
United Rental bypass pumps (Cody— 910-355-5566 ) (cell- 910-524-2296)
Emergency Contractor List
Walter Carmichael Construction — Office (910-457-6510) (Cell 910-278-8847)
State Utility Contractors — (704-289-6400) (704-261-1337) (704-622-9589)
Wayne's Backhoe Service — (910-579-7103)
Hickmen Construction —910-617-9351
Benjamin Heck ( Electrical) 910-477-0734
Emergency Pipe Line Supplier
Pipe Line Supply- (843-399-4443) (Jeff -843-294-0514 Home) (Cell -843-907-5933) (Tommy -
843-281-1137 Home — Cell -843-241-2858) (Kevin- 843-399-9513, Steve — 843-236-0654
Mainline Supply— (843-399-4443) (Contact -Steve Awalt- Home -843-236-0654, Cell -843-421-
2961) (Wilmington Store- 910-386-4221)
HD Supply Waterworks
(Office -910-791-4148, Moble -910-367-1026)
Miller Supply

(1-800-334-6954) (Office- 910-276-7820) (Cell -910-318-1243)
AFTER HOURS EMERGENCY PHONE NUMBERS
North Carolina One Call- 1-800-632-4949
Brunswick Electric —1-800-682-5309 (Martin Register -910-540-2668) (Nicky Nash- 910-2709)
(Tim Tipet-910-540-0378)
NC Division of Water Quality — (910-796-7215) (Fax -910-350-2004) (After HRS. 1-800-858-0368)
Brunswick County Contacts
County Engineer: Jeff Philips — (Office -910-253-2600, Cell — 910-612-1387)
UTILITY DEPT: (910-253-2655) (1-888-428-4426)
Water Conservation: (910-253-2830)
211 Water Plant: Jeremy Sexton: (910-454-0512)
UTILITY DIRECTOR: John Nichols :( 910-253-2655)
ASST. DIRECTOR: Don Dickson: (910-253-2655)
ENV. HEALTH DIR.: David Stanley (910-253-2252) (FAX: [phone])
STATE WATER CONTACTS
Public Water Supply Section -Raleigh (919-733-2321) (Jessica Miles/Bob Midgette
PWSS WILMINGTON: (910-796-7215)
PWSS WILMINGTON AFTER HRS.PAGER: (800-608-2183)
ASST. ENGINEER: DIANE WILLIAMS (910-796-7366)
ENGINEER: DEBRA BENOY (910-796-7441)
DWQ: Dean Hunkele Senior Environmental Specialist (910-796-7215 )
NC Division of Emergency Management @ (1-800-858-0368) After HR SOS Report

PS #
PS #
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PS #
PS Name/Identifier
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'age 1 of 1 Pump Station (PS) Master Listing Date Last Updated: 3/30/201:

ruMr STATION
(PS) MASTER
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PS #
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1 73
'age 1 of 1 Pump Station (PS) Master Listing Date Last Updated: 3/30/201;

PS #
PS Name/Identlflor
Date of Last Pump
Dowd Test
0 O 2
PS Name/Identifier
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REMARKS
Audible
Pump #3
GPMGPM
Visible
Pump #4
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Level Controls
(floats, bblers,
- -
Page 1 of 1 Pump Station (PS) Master Listing Date Last Updated: 3/30/201;

PUMP STATION
(PS) MASTER
LISTING
# PS Name/ldehtiflor Location/Address Latitude
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Longitude
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Page 1 of 1 Pump Station (PS) Master Listing Date Last Updated. 3/30/201;

PS # PS Name/identifier
6� Date of Last Pump
Down Test
PUMP STATION
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Total Capacity (GPM)
CPM
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GPM
Visible
Pump ##4
GPM
TelemDA
Level Controls
( qa s ubblers,
n
PS #
PS Name/Identifler
Location/Address
Latitude
Longitude
Alarm Systems
REMARKS
Audible
Visible
Telemetr
SCADA
W, W X5e 'sr.
°3.
C�c d!
lye/
/vIe)
Date of Last Pump
Down Test
Total Capacity (GPM)
Pump #1
GPM
d/�
Pump #2
GPM
Pump #3
GPM
Pump #4
GPM
Level Controls
floats, b bblers,
ra
ransduger
i'S #
PS NameAdentifler
CAMAS Coma
L.ocation/Address
Latitude
Longitude
Alarm stems
REMARKS
Audible
Visible
Telemetry SCADA
Date of Last Pump
Doyen Test
TotalPump
Capacity (GPM)
01
GPM
Pump- #2
GPM
Pump #3
GPM
Pump #4
OPM
Level Controls
(floats, bubblers,
transducers)
PS #
PS Name/Identifier
Location/Address
f� 0 w. w r7s,
Latitude
3
Longitude
W� l 3
Alarm Systems
3aS #
REMARKS
Audible
i'�.S
Visible
Y
Telemetr
A-0
SCADA
/"//-?
Date of Last Pump
Down Test
PS Name/identffler
oal C
Ttapacity (GPM)
Location/Address
Pump #1
GPM
Latitude
Pump #2
GPM
Longitude
Pump #3 Pump #4 Level Controls fio bb
GPM GPM lers,
r ansducefsl
Alarm Systems
REMAAKS
Audible
Visible
Telemetry SCADA
Date of Last Pump
Down Test
TotalPump
Capacity (GPM)
#1
GPM
Pump #2
CPM
Pump #3
GPM
Pump #I'4
GPM
Level Controls
(floats, bubblers,
fral]sdue sl
PS #
PS Name/Identifier
Location/Address
Latitude
Longitude
Alarm Systems
REMARKS
Audible
Visible
Telemetry SCADA
Date of Last Pump
Down Test
Total Capacity (G
apacitPM)
Pump #1
GPM
Pump #2
GPM
Pump #3
GPM
Pump #4
GPM
Level Controls
(floats, bubblers,
Page 1 of 1 Pump Station (PS) Master Listing Date Last Updated: 3/30/201;

PUMP STATION
PS # PS Name/identifier Locatfon/Address Latitude
r _ _
t � Date 'Of Last Pump TotalPump #1
Down Test rapacity {GPM) GPM
(PS) MASTER
Longitude
LISTING
AlarmSystems
Audible
Visible
TelemetrySOAD,q
Pump #2
GPM
Pump #3
GPM
Pump #'4
GPM
Level Controls
ATYSs bbubtllers,
PS #
%"'5E'
PS Name/Identifier
Location/Address
Latitude
.-
Longitude
Alarm Systems
Audible
/c kis
Visible
B"- 5
Telemetr
SCADA
cj
Date of Last Pump
Down Test
T
Total Capacity {GPM)
Pump #1
GPM
Pump #2
GPM
Pump #3
GPM
Pump #4
GPM
Level Controls
_floats bubblers,
PS #
PS Name/identifier
Location/Address
Latitude
LongfWde
r
Alarm Systems
Audible
Visible
Yt-6
TeleMttry J,SCADA
Date of Last Pump
Down Test
Total Capacity {GpM)
Pump #1
faPM
IYO
Pump #2
GPM
Pump #3
GPM
Pump #4
GPM
Level Controls
floats, ubblers,
�?
It
PS #
PS Name/identifier
Location/Address
Latitude
Longitude
Pump #2
GPM
Longitude
Gt;U {fir �.�"�
Alarm Systems
PS #
Audible
Visible
Telemetry
SCADA
252 A-4all"57-P24--FT
Pump #1
Total Capacity {GPM) GPM
Location/Address Latitude
C! �5 �a� � ea r+� alp° R) z " � � r� i3 `�
Date of Last Pump
Down Test
PS NamefidentCfler
�p
'T C"Y L�iS`a 0 � t�/ft°d•`d �5. �)
Pump #3 Pump #4 Level Controls
GPM GPM floats bubblers,
C
Alarm stems
Audible
C<'.�5
/Visible
I' ��'
Telemetry SCADA
Date of Last Pump
Down Test
Tl C
Total {GPM)
Pump 01
GPM
Pump #2
GPM
Pump #3
GPM
Pump #f4
GPS
Level Canirols
Eft is ubblers,
trans ucers)
PS #
PS Name/identifier
Location/Address
Latitude
/q
Longitude
Alarm S stems
Audible
Visible
Telemetr SCADA
Date of Last Pump
Down Test
TotalPump
Capacity (GPM)
#1
GPM
Pump #2
GPM
Pump #3
GPM
Pump #4
GPM
revel Controls
(floats, bubblers,
REMARKS
REMARKS
REmAAks
REMARKS
Page 1 of 1 Pump Station (PS) Master Listing Date Last Updated: 3/30/201:

H2S Readings
Pump Performance
STATION
MODEL Date
H2S PPM Design GPM ACT.GPD
DESIGN'GPD
WEST/WEST
MYER-4V30M4-23
130
8,190
187,200
BAY STREET
FAIRBANKS-D5432WD
494
69,653
711,360
MOORE ST.
GORMANRUPP-4
400
576,000
RIVER DRIVE
HYDROMATIC
150
216,000
THE LANDING
HYDROMATIC
108
6,998
155,520
DEEP POINT
FLYGT CP3127
172
1,486
247,680
TURTLEWOOD-M
MYERS WG L20-43
40
356
57,600
TURTLEWOOD-L
MYERS WGL20-43
40
8,160
57,600
PARK AVE.EXT.
GORMANRUPP-3
300
46,800
432,000
LEONARD ST.
GORMANRUPP-3
200
46,800
288,000
NINTH ST.
GORMANRUPP-3
300
39,240
432,000
FOREST OAKS
HYDROMATIC
105
151,200
INDIGO
HYDROMATIC
108
6,285
155,520
CENTRAL
ABS
600
252,000
864,000
SANDYLANE
FAIRBANKS
1300
1,872,000
SCHOOL
ZOELLER
100
144,000
CLARENDON AVE
ZOELLER
100
144,000
CAPE HARBOR DR. ZOELLER
100
144,000
COTTAGE POINT
MYERS4V30M4-23
88
126,720
RIVERMIST
Flygt 3171.181
230
331,200

$t-5
41�,g
Pump Performance
STATION
MODEL Date
Design GPM ACT.GPD DESIGN GPD
WEST/WEST
MYER-4V30M4-23
130
8,190
BAY STREET
FAIRBANKS-D5432WD
494
69,653
MOORE ST.
GORMANRUPP-4
400
RIVER DRIVE
HYDROMATIC
150
THE LANDING
HYDROMATIC
108
6,998
DEEP POINT
FLYGT CP3127
172
1,486
TURTLEWOOD-M
MYERS WGL20-43
40
356
TURTLEWOOD-L
MYERS WGL20-43
40
8,160
PARK AVE.EXT.
GORMANRUPP-3
300
46,800
LEONARD ST.
GORMANRUPP-3
200
46,800
NINTH ST.
GORMANRUPP-3
300
39,240
FOREST OAKS
HYDROMATIC
105
INDIGO
HYDROMATIC
108
6,285
CENTRAL
ABS
600
252,000
SANDYLANE
FAIRBANKS
1300
SCHOOL
ZOELLER
100
CLARENDON AVE
ZOELLER
100
CAPE HARBOR DR. ZOELLER
100
COTTAGE POINT
MYERS4V30M4-23
88
RIVERMIST
Flygt 3171.181
574
SS//itiom :4- 1 LUrS i 1, f1� 6 QLL j
Siva iro,kr _tj- l oDACL`1?Ar,
Siq—,roN=tk�3/ iclr�.tN;�'c /gfG. S�rzC-'f�
Sri j -Af # -!

CITY OF SOUTHPORT
WASTEWATER SMALL LIFTSTATIONS
LIFT .STATION
VOLTAGE
MODEL NO.
PUMPS
HP/AMP
COMMENTS:
1
CLARENDON AVE.
230
2
ZOELLER PUMPS
2
SCHOOL
230
2
ZOELLER PUMPS
3
509 W.11TH ST.
1
ZOELLER PUMPS
4
246 E. 11TH ST.
1
ZOELLER PUMPS
5235
E. 11TH ST.
1
ZOELLER PUMPS
6
232 E. 11TH ST
1
ZOELLER PUMPS
7
E. LEONARD ST.
1
ZOELLER PUMPS
8
E EIGHT & ATLANTIC
2
ZOELLER PUMPS
9
1613 FODALE ST
1
ZOELLER PUMPS
10
215 FODALE ST.
1
ZOELLER PUMPS
11
103 HERRING DR
1
ZOELLER PUMPS
12
100 HERRING DR.
1
ZOELLER PUMPS
13
515 MOORE ST
230
E-267
1
0.5/5.5
ZOELLER PUMPS
14
306 RIVER DR.
1
ZOELLER PUMPS
15
507 HOWE ST
1
ZOELLER PUMPS
16
E. LEO. & ATLANTIC
230
E-282
2
0.5
ZOELLER PUMPS
17
WEST STREET
230 E 268 D 2 0.5 / 5.5 ZOELLER PUMPS

Water & Sewer
One Yr Prior Estimated Budget Yr Budget Yr Budget Yr
Account Number Description Adopted Actuals Actuals Requested Proposed Adopted
31-91-7130-0000
Full -Time Employees
$373,908.00
$293,477.88
$391,303.84
$392,600.00
$408,565.00
$408,565.00
Overtime
$27,035.00
$27,035.00
31-91-7130-0700
401K Retirement Supplement
$18,540.00
$14,522.85
$19,363.80
$19,700.00
$33,100.00
$33,100.00
31-91-7130-0900
F.I.C.A.
$28,367.00
$21,703.60
$28,938.13
$20,100.00
$33,400.00
$33,400.00
31-91-7130-1000
Retirement
$25,657.00
$21,219.95
$28,293.27
$27,500.00
$22,000.00
$22,000.00
31-91-7130-1100
Health/Life/Dental Insurance
$140,522.65
$74,555.12
$99,40683
$119,283.00
$119,383.00
$119,383.00
31-91-7130-1300
Unemployment Reserve
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
31-91-7130-1400
Workers Compensation Insurance
$12,000.00
$9,699.60
$12,932.80
$14,100.00
$14,100.00
$14,100.00
31-91-7130-1800
Professional Fees
$36,000.00
$22,898.77
$30,531.69
$36,800.00
$36,800.00
$36,800.00
31-91-7130-1802
Wastewater Master Plan Fees
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
31-91-7130-2100
Uniforms & Protective Gear
$4,800.00
$5,641.94
$7,522.59
$8,500.00
$8,500.00
$8,500.00
31-91-7130-2500
Vehicle Supplies
$8,200.00
$5,797.85
$7,730.47
$8,200.00
$8,200.00
$8,200.00
31-91-7130-2600
Departmental Supplies
$13,059.24
$14,391.88
$19,189.17
$31,000.00
$45,600.00
$451600.00
,y}��,Z 31-91-7130-2606_
Sewer Supplies/Coll System
$65,000.00
$64,004.74
$85,339.65
$85,000.00
$85,000.00
$85,000.00
31-91-7130-2700
Water Purchase
$698,096.00
$301,642.26
$402,189.68
$698,096.00
$698,096.00
$698,096.00
31-91-7130-3100
Travel & Training_ _
58,846.35
$9,569.29
$12,759.05
$5,400.00
$5,400.00
$5,400.00
31-91-7130-3200
Communications
$25,500.00
$17,029.20
$22,705.60
$29,400.00
$29,400.00
$29,400.00
31-91-7130-3300
Utilities
$43,200.00
$34,938.14
$46,584.19
$55,000.00
$55,000.00
$55,000.00
31-91-7130-3500
R/M Equipment
$2,500.00
$906.82
$1,209.09
$4,200.00
$4,200.00
$4,200.00
31-91-7130-3501
R/M Vehicles
$1,500.00
$1,405.26
$1,873.68
$1,800.00
$1,800.00
$1,800.00
31-91-7130-3505
Sewer System R&M/Pump Station
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
31-9,1-7130-3_506
Sewer System R&M/Coll System
$115,797.66
$99,148.49
$132,197.99
$149,519.00
$149,519.00
$149,519.00
31-91-7130-3900 Other ServicesT z
$6,200.00
$4,400.00
5,866.67
�6,
- 6;�(�D:
- X200.00
31-91-7130-3901
Sewer Capital Charge Brunswick Q
$750,000.00
$500,000.00
$666,666.67
$750,000.00
$750,000.00
$750,000.00
31-91-7130-4400
Contract Services
$463,800.00
$301,846.79
$402,462.39
$412,500.00
$412,500.00
$412,50000
31-91-7130-4500
Insurance & Bonding
$7,000.00
$8,619.10
$11,492.13
$10,000.00
$10,000.00
$10,000.00
31-91-7130-5000
Capital Purchases Under $5000
$0.00
$0.00
$0.00
$10,000.00
$0.00
$0.00
31-91-7130-5100
Capital Outlay - Equipment
$89,500.00
$68,329.62
$91,106.16
$127,000.00
$127,000.00
$127,000.00
-7130-5400 Capital Outlay -Vehicles
31-91-7130-5500 Capital Outlay- PSD
4.42 PM6/27/2017
II
$150,000.00
$64,154.65 $85,539.53 $52,000.00 $5.2,000.0_0
$95,794.01 $127,72535 $150,000.00 $0.00
41
K1

31-91-7130-5800
31-91-7130-5900
31-91-7130-7100
31-91-7130-9700
Capital Improvements
$377,356.00 $340,037.33 $453,383.11 $130,000.00
$98,000.00
$98,000.00
Capital Outlay - System
$0.00 $0.00 $0.00 $48,000.00
$48,000.00
$48,000.00
Bond Retirement
$119,963.00 $7,528.26 $10,037.68 $116,952.00
$116,952.00
$116,952.00
Contingency
$0.00
$41,250.00
$41,250.00
$3,619,312.90 $2,403,263.40 $3,204,351.20 $3,518,850.00 $3,447,000.00 $3,447,000.00
4:42 PM6/27/2017 42

Water & Sewer
31-91-7130-0000 Full -Time Employees
31-91-7130-0700 401K Retirement Supplement
31-91-7130-0900 F.I.C.A.
31-91-7130-1000 Retirement
31-91-7130-1100 Health/Life/Dental Insurance
31-91-7130-1300 Unemployment Reserve
31-91-7130-1400 Workers Compensation Insurance
31-91-7130-1800 Professional Fees
31-91-7130-1802 Wastewater Master Plan Fees
Full- time employee wages for 6 employee
50% shared with streets department
and 1/3 share of administration &finance
Employer 401K contribution
FICA payroll taxes
Local Government Employees Retirement
Employee health,dental,life,disability
insurance, retiree health insurance
State -mandated unemployment reserve
Workers compensation insurance
Sewer extension study($20,000.00), 1/3
share annual financial audit($16,800)
31-91-7130-2100 Uniforms & Protective Gear Safety shoes,Employee PPE,first aid,unifor
ms;reflective`',6-'lothjng(1000.00/ 7 person
31-91-7130-2500 Vehicle Supplies Fuel&tires for 5 vehicles, Backhoe,�ri✓
and compressor
31-91-7130-2600 Departmental Supplies General office supplies, janitorial supplies generator fuel
31-91-71.30-2606 Water Supplies/Coll System Water system maintenance supplies, Flagging
lights, and metal locators,Mud hog pumps
31-91-7130-2700 Water Purchase Water purchase County 174,000.00 gal. @
31-91-7130-3100 Travel & Training
31-91-7130-3200 Communications
31-91-7130-3300 Utilities
31-91-7130-3500 R/M Equipment
31-91-7130-3501 R/M Vehicles
31-91-7130-3505 Sewer System R&M/Pump Station
$2.85 per 1,000 gallons
Certification, continuing education, travel
meals & lodging, employee training
Land lines & cell phones, on call answering
service($ 13,200.00), utility billing postage
($10,800.00) pump station land line
service ($4400.00), Altitude valves (432.00
Repair & maintenance for Backhoe, gener
or's, compressor, Forest Oaks Gen(1800.00)
Repair & maintenance for 5 Vehicles
4.42 PM6/27/2017 43

31-91-71.30-3506 Sewer System R&M/Coll System
31-91-7130-3900 Other Services
31-91-7130-3901 Sewer Impact Fees
31-91-7130-4400 Contract Services
31-91-7130-4500 Insurance & Bonding
Repair/ maintenance of collection system
($30,000.00)Funding Eng Study Service Are
a,($25,000.00), Bay Street outfall ($35,000) w
4 - 4 inch EZ Valves ( $23,200.00) y
Central lift station control panel ($28,000.00)
Replacement SCADA Server ( $8,319.00)
NCDENR PWS permits,operators certificate
ons renewals,NCRWA DUES
Brunsco capital charge for wastewater
capacity ( $750,000 )
Wastewater Treatment ($313,100), water
Tank maintenance ($9,000 ) 1/2 share locat
ing,& 811 services($5000), sludge Hauling
($5000.00),chemical analysis ($4,000) 1/2
share billing &credit check services(4,500)
Hositing/licensing Fees ($13,000)copier
lease and printing ($900.00) software maintenance 10000
31-91-7130-5000
Capital Purchases Under $5000
2 - 1000 Gallon Fuel tanks ( $10,000 00 )
31-91-7130-5100
Capital Outlay - Equipment
Case backhoe, Copiers shared with Electric Fund
31-91-7130-5400
Capital Outlay - Vehicles
Replacement for truck #252 ( $28,000.00 )
Replacement for truck #202 ( $22,000:00
31-91-7130-5500
Capital Outlay - PSD
Land PSD ( $150,000 00 )
31-91-7130-5800
Capital Improvements
Gis{sewer grant and water qO L ��
7130-5900
3J-91----------------
Capital Outlay - System
Replace water main on West Owens to
Lord ST. 380 ft. 4 taps ($7000.00) Replace
water main on Atlantic from 8th to Brown
1800 ft. with 30 taps ( $41,000.00)
31-91-7130-7100 Bond Retirement
4 42 PM6/27/2017 44
� 6

2018/2019
PUBLIC WORKS
5 YEAR / BUDGET REQUEST
WATER &SEWER DEPARTMENT
A. MISSION
B. To operate and maintain the City's Water & Wastewater systems, to interact in a courteous
manner with customers at all times and be proactive toward City's needs.
C. To work with developers and other community on projects involving extensions of City's water
and wastewater systems.
Sewer Dept. Requests
1 BACKUP PUMPS FOR LANDING LIFT STATION $11,500.00 (2018/2019)
2. BACKUP PUMP FOR INDIGO LIFTSTATION $11,500.00 (2018/2019)
3. Funding for Manhole rehab Zoo vertical FT. @ $205.00 per. FT. West side $41,000.00
(2018/2019)
4. Funds for solid removal from sewer collection system (Dewatering Box) - $15000.00
(2018/2019)
5. Replace suction lift pipes at Gorman Rupp lift stations $40,000.00
6. Funds for installation of emergency bypass connections at 7 lift stations $45,500.00 (Carry Ove
from last yr.)
7. Funding for additional I&I repair work to the collection system - $30,000.00
8. Funding for Engineer study of sewer needs in our service area - $20,000.00 ( 2019/2020 )
9. Funding for rehab of West/West lift station - $35,000.00 ( 2019/2020 )
10 Funding for I&I inflow study of West side sewer system - $50,000.00 (2019/2020 )
11 Replace Manhole # 56-A $7000.00 (2019/2020)
12. Replace 8 Old Flush manholes in our sewer system $56,000.00 ( 2020/2021)

Lift Station Generator KW
1. West/West = 20 KW Detroit diesel (spectrum) propane
2.
River DR. = 20 KW Detroit diesel (mtu)
propane
3.
Landing = 45 KW kohler
propane
4.
Deep PT. = 30 KW Detroit diesel (mtu)
diesel
5.
Bay ST. = 30 KW Detroit diesel (mtu)
propane
6.
Moore ST. = 60 KW Detroit diesel (spectrum)
propane
7.
Turtlewood M = 20 Detroit diesel (mtu)
propane
8.
Turtlewood L =100 detroit diesel (mtu)
propane
9.
Park AVE. = 609 KW Detroit diesel (spectrum)
propane
10.
Leonard = 20 KW Detroit diesel (mtu)
propane
11.
Central =150 KW Detroit diesel (mtu)
diesel
12.
Indigo = 30 KW Detroit diesel (spectrum)
propane
13.
Ninth = 45 KW Detroit diesel (spectrum)
propane
14.
Dutchmen = 80 KW (mtu)
propane
15.
Forest Oak = 20 KW Detroit diesel (mtu)
propane
16. Sandy Lane = 350 KW caterpillar diesel
17. CITY HALL=40KW CUMMINGS propane
18. FIRE DEPT =450KW CUM MINGS diesel
19. COTTAGE POINT = DETROIT DIESEL (MTU) propane
20. WATER TANK = 8 KW = POWER GUARD propane
21. PUBLIC WORKS = 50 KW HIGH POWER diesel
22. PORTABLE = OLYMPIAN 80 KW diesel
23. LIGHT TOWER= DOOSAN 12.6 KW diesel
24 WWTP = CATERPILLAR 225 KW diesel

PUMP STATION DATA
STATION
MODEL JHP
IVOLTAGE
JGPM
WEST ST.
4V30M4-23
-

PUMP STATION DATA
STATION
MODEL
VOLT. JHP
GPM
PHASE TDH(ft) DESIGN
ACT.GPD
WEST/WEST
MYER-4V30M4-23
2301
3
130
3
30
8,736
BAY STREET
FAIRBANKS-D5432WD
2301
20
494
3
42
84,177
MOORE ST.
GORMANRUPP-4
2301
15
400
3
50
30,720
RIVER DRIVE
HYDROMATIC
230
1.5
150
31
9,288
THE LANDING
HYDROMATIC
230
10
108
3
65
3,622
DEEP POINT
FLYGT CP3127
460
7.5
172
3
76
3,034
TURTLEWOOD-M
MYERS WGL20-43
460
2
40
3
105
571
TURTLEWOOD-L
MYERS WGL20-43
460
2
40
3
105
5,304
PARK AVE.EXT.
GORMANRUPP-3
230
15
300
3
50
79,920
LEONARD ST.
GORMANRUPP-3
230
5
200
3
50
66,840
NINTH ST.
GORMANRUPP-3
230
10
300
3
50
36,360
FOREST OAKS
HYDROMATIC
230
10
105
3
42
10,269
INDIGO
HYDROMATIC
230
10
108
3
65
4,795
CENTRAL
ABS
460
60
370
3
173
214,970
SANDYLANE
FAIRBANKS
460
100
1339
3
220
270,000
SCHOOL
ZOELLER
230
0.5
100
1
20
CLARENDON AVE
ZOELLER
230
0.5
100
1
20
CAPE HARBOR DR. ZOELLER
230
0.5
100
1
20
COTTAGE POINT
MYERS4V30M4-23
230
3
88
3
43
1,193
RIVERMIST
Flygt 3171.181
1 4801
35
574
31
173
25,244

H2S Readings
Pump Performance
Column2 IMODEL JHP IVOLTAGE lColumnl
4V30M4-23

Equipment Request
1. Replacement Media for existing odor control unit $5000.00 ( Every year)
2. High Pressure Nozzle Kit for 4000 PSI Harben Jet Truck $5300.00
3. 1000 Watt Light Tower with 6 KW Generator $8000.00
Water dept. Request
NEW POSITION
1- DISTRABUTION OPERATOR $ 34,840.00
1. Software/Hosting/Licensing FEES for AMI SYSTEM $ 13000.00 ( Each Year)
2. Replace 1 inch Water Main on East West with 2 inch PVC Street from Atlantic AVE to Rhett
Street 420 ft. and6 Taps $16,000.00 ( 2018)
3. Replace 1 inch galvanized with 2 inch PVC on Rhett Street from Moore to Bay Street 400 ft. and
7 Taps $12,000.00 ( 2018 )
4. Replace water main on West brown Street (6) From Howe Street to Clarendon 1150 FT. and 13
Taps $32,300.00 (2019 )
5. Replace Water Main on Atlantic AVE from 8th to Brown with 6 inch PVC 1800 ft. with 30 Taps
$75,000.00 - (2020)
Equipment Request
1. Funding for Back up Attitude Valves Water interconnect sites- $27,000.00

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City Of Southport
CITY OF SOUTHPORT
GREASE CONTROL ORDINANCE
This packet contains a general overview of the City of Southport's ordinance and
code pertaining to grease control. Also included is a Fact Sheet containing some
Best Management Practices (BMP's) for Fats, Oils, and Grease (F O G )
Our goal is to prevent sanitary sewer overflows (SSO's) caused by grease
accumulations in our sanitary sewer mains.
Any concerns or questions regarding this packet may be directed to the following
personnel between the hours of 7:00 a m. to 3:p.m. Monday through Friday
David Fox 910-233-4565 (Cel#) Public Services 910-457-7935
Johnny Faulk 910-200-8067 (Cel#) FAX# [phone]
"It is a privilege to assist and serve"
201 E MOORE STREET • SOUTHPORT, NORTH CAROLINA 28461
www.cityofsouthport com • PHONE [phone] • FAX. [phone]

�o
V '�1
�y9'�rERN
City Of Southport
RE- City of Southport Grease Control Ordinance
Dear
The City appreciated the opportunity to visit you and your establishment, to help
us in preventing accumulation of fats, oil, and grease in our sewer system After
our inspection of your establishment, we found that you were in Violation of the
City Grease Control Ordinance We met with the City Utility Committee and a 6
month window was agreed on to give cooking establishments time to correct their
violations A plumber needs to size your grease interceptor for minimum
hydraulic retention time of (24) minutes at actual peak flow or 12 minutes at the
calculated theoretical peak flow rate as predicted by the Uniform Plumbing Code
fixture criteria If an establishment feels that because of documented space
constraints an alternative to an out of building Grease Interceptor may be
needed, you or your licensed plumber need to contact the City of Southport
Public Services Director or his designee for approval All work must be inspected
by the City Building Inspector and Public Works FOG Inspector. Your prompt
response to this Violation is recommended to avoid further enforcement action
being taken by the City of Southport
If you have any questions regarding this letter, or the items that are being
addressed, please don't hesitate to contact the City of Southport at 910-457-
7935
201 E. MOORE STREET e SOUTHPORT, NORTH CAROLINA 28461
www cityofsouthport.com • PHONE [phone] • FAX [phone]

4-
♦ SO&P
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70
V y
y9RrFREo�`1
City Of Southport
February 1, 2012
RE- City of Southport Grease Control Ordinance
Dear
First and foremost, the City of Southport would like to extend its thanks for your
cooperation in "Phase I" of our F O.G program which consisted of updating files
and establishing contact with owners, operators and managers of some forty
(40) eating establishments in Southport.
As was discussed in my initial visit I am willing to work with each facility on an
individual basis to establish the best and most cost effective maintenance
schedule that would help you and the City of Southport reach its goal
As we move into "Phase II" of our F.O G. program we will be tweaking some
maintenance programs to better assist in grease removal at said facilities. In
most cases this will include more frequent cleanings of your grease trap, better
communication and record retention.
Having said all that, in the next few weeks I will be stopping by to discuss this
with you and to visually inspect your grease trap and records
I want to keep communications open... so please if you have any questions feel
free to call me at 910-200-8067, or David Fox 910-233-4565
We are here to serve you
Sincerely,
Johnny Faulk
Public Services F O.G Inspector
201 E MOORE STREET • SOUTHPORT, NORTH CAROLINA 28461
www cityofsouth port. com o PHONE [phone] • FAX [phone]

0
GREASE DOWN THE DRAIN
CAN BE COSTLY
hanksgiving, Christmas and Super Bowl Sunday may bring excellent
holiday food. But for Greg Hill, wastewater operations supervisor for
_Mount Pleasant Waterworks, these three holidays are some of his most
We get hit pretty hard," said Hill- "Households are preparing foods they
don't normally cook and much of the residue ends up down the drain."
That's where Hill's troubles begin -
When poured down a kitchen sink, grease from cooking oils to meat fats cools
and adheres to pipes like glue- That's bad enough for a homeowner, who ends up
with clogged drains and an expensive plumbing job.
But there's regional trouble as well. Much of the grease residue makes its way
through the wastewater collection system, where it clogs vital pump stahons-
Ultimately, the residue ends up at the wastewater plant, where it creates tons of
additional "screenings" and more sludge that drives up operating costs
Grease also enhances growth of undesirable bacteria. These bacteria reproduce
rapidly and impede the efficient biological process at the treatment plants -
Here's a checklist to avoid a hazardous holiday season and help keep MPW
costs and rates down -
Kitchen Culprits
Cooldng oils — especially
unsaturated frying fat — is the
number one cause of wastewater
backups in homes and food service
businesses -
Meat fats, such as bacon grease and
drippings from chicken, turkey and
beef, have the same impact on
wastewater systems as cookmg oil_
Turkey Fryer Oil - Fried turkey, a
tasty holiday favorite, uses gallons of
heavy oil in the process
ow t0 Discard Cooking
Oils, Grease
Homeowners should place grease in
a safe container and store it in the
refrigera for so it will soli i fv_
Discard the container m household
garbage -
For turkey fryer oil, WW
recommends letting the used oil
cool,
then
use a
funnel
pour th
back in
ongmal
container. Use a secure cap. Discard
with regular household garbage
NEVER put grease down the drain
And NEVER discard oil in wetlands,
marshes, creeks, lakes or other water
bodies -
Carelessness Equals Ccsts
Once grease settles and cools in
household pipes, the deposits
harden and build up over time,
creating serious blockage
These blockages also occur at
pumping stations that handle flow
from many locations, leading to
overflows
MPW spends about $25,000 a year
®s� 50lpp�
ryq
FRED
City of cSouthport

`A FACT SHEET FOR
0101s,
�'. -4r-
and
Residual fats, oils, and grease (FOG) are by-products that food service
establishments must constantly manage Typically, FOG enter a facility's
plumbing system from ware washing, floor cleaning, and equipment
sanitation Sanitary sewer systems are neither designed nor equipped to
handle the FOG that accumulates on the interior of the municipal sewer
collection system pipes Over 30% of North Carolina's 1999 sanitary
sewer overflows were the result of pipe blockages from FOG accumulation
from residennal, institutional and commeraal sources The best way to
manage FOG is to keep the material out of the plumbing systems The
following are suggestions for proper FOG management
Dry Clean -Up
Pracace dry cleanup Remove food waste with "dry" methods such
as scraping, wiping, or sweeping before using "wet" methods that
use water Wet methods typically wash the water and waste
materials into the drains where it eventually collects on the interior
walls of the drainage pipes Do not pour grease, fats or oils from
cooang own the drain and do not use the sinks to dispose of
food scraps Likewise it is important to educate kitchen staff not
to remove drain screens as this may allow aper or plastic cups,
straws, and other utensils to enter the plumbing system during
clean up The success of dry clean up is dependent upon the
behavior o the employee and availability of the tools for removal
of food waste before washing To practice dry clean up
m Use rubber scrapers to remove fats, oils and grease from
cookware, utensils, chafing dishes, and serving ware
® Use food grade paper to soak up oil and grease under fryer
baskets
a Use paper towels to wipe down work areas Cloth towels will
accumulate grease chat will eventually end tip in your drains
from rowel mashing/rinsing
Spill Prevention
3
0
Grease, GOW9
Preventing spills reduces the amounts of waste on food preparation
and serving areas that will require clean up A dry workplace is
safer for employees in avoiding slip, trips, and falls For spill
prevention
W Empty containers before they are full to avoid spills
N Use a cover to transport interceptor contents to rendering
barrel
a Provide employees with the proper tools (ladles, ample
containers, etc) to transport materials without spilling
Maintenance
Maintenance is key to avoiding FOG blockages For whatever
method or technology is used to collect, filter and store FOG,
ensure that equipment is regularly maintained All staff should
be aware of and tra-ined to perform correct cleaning procedures,
particularly for under -sink interceptors that are prone to break
down due to improper maintenance A daily and weekly
maintenance schedule_isJ highlrecommended
Contract with a management company to professionally clean
large hood filters Sinal] hoods can be hand -cleaned with spray
detergents and wiped down with cloths for cleaning Hood
filters can be effectively cleaned by routinely spraying with
hot water with little or no detergents over the mop sink that
should be connected to a grease trap After hot water nese
(separately trapped), filter panels can go into the dishwasher
For hoods to operate properly in the removal of grease -laden
vapors, the ventilation system will also need to be balanced
with sufficient make-up air
NORTH CAROLINA DEPARTMh2rr OF
EIrVatONMENT AND NATURAL RESOURCES NORTH CAROLINA
DMSION OF LU
POLTION P7tEVENTION AND ARA RTIUM
PREMEATNfIENT CONSO"� • ,
ENVIRONMEwTAL ASsIsTANCE AND NCDENR
�Z DrvisiON OF ENVIRONMENTAL HEALTIi D-vsmotEMrWv MJHeahh
z

m Aim/filter fryer grease daily and change oil when necessary
Use a test kit provided by your grocery distributor rather than
simply a "guess" to determinewhen to change oil T1 -us extends
the life of both the fryer and the oil Build-up of carbon
deposits on the bottom of the flyer act as an insulator that
forces the fryer to heat longer, thus causing the oil to break
down sooner
® Collect fryer oil in an oil rendering tank for disposal or
transport it to a bulk oil rendering tank instead of discharging
it into a grease interceptor or waste drain
n Cleaning intervals depend upon the type of food
establishment involved Some facilities require monthly or
once every two months cleaning Establishments that operate
a large number of fryers or handle a large amount of fried
foods such as chicken, along with ethnic food establishments
may need at least monthly cleanings Full -cleaning of grease
traps (removing all liquids and solids and scraping the walls)
is a worthwhile investment Remember, sugars, starches and
other organics accumulate from the bottom up If sediment
is allowed to accumulate in the trap, it will need to be pumped
more frequently
m Develop a rotation system if multiple fryers are in use
Designate a single fryer for products that are particularly high
in deposits, and change that one more often
(t ' Oil & Grease Collection/Recycling & Food Donations
V� FOG are commodities drat if handled properly can be treated as a
valuable resource
m Begin thinking of oil and.grease„as-a valuable commodity
Some rendering companies will offer services free -of -charge
and others will give a rebate on the materials collected Note
that these companies must be properly permitted by the
Division of Waste Management, Solid Waste Section at
919 733 0692, in order to remove FOG from a facility A list
of grease collectors can be found in the Directory of Markets for
Recyclable Materials at www p2pUs org/DMRM or by calling
DPPEA at 1 800 763 0136
Use 25 -gallon rendering barrels with covers for onsite
collection of oil and grease ocher than from fryers Educate
kitchen staff on the importance of keeping outside barrels
covered at all times During storms, uncovered or partially
covered barrels allow storm water to enter the barrel resulting
in oil running onto the ground and possibly Into storm drains,
and can "contaminate" an otherwise useful by-product
Use a 3 -compartment sink for ware washing Begin with a hot
pre -wash, lien a scouring sink with detergent, then a nnse sink
® Make sure all drain screens are Installed
® Prior to washing and rinsing use a hot water ONLY (no
detergent) prermse that is separately trapped to remove non -
emulsified oils and greases from ware washing Wash and nnse
steps should also be trapped
Empty grill top scrap baskets or scrap boxes and hoods into
the rendering barrel
Easy does it! Instruct staff to be conservative about their use
of fats, oils and grease in food preparation and serving
» Ensure that edible food is not flushed down your drains
Edible food waste may be donated to a local food bank
Inedible food waste can be collected by a local garbage feeder
who will use food discards for feeding livestock Fo—oT
donation is a win-win situation It helps restaurants reduce
disposal costs and it puts the food in the hands of those who
can use a Check the Directory of Markets for Recyclable Materials
for a list of food waste collectors
Grease Traps
IN For grease traps to be effective, the units must be properly
sized, constructed, and installed in a location to provide an
adequate retention time for settling and accumulation of die
FOG If the units are too close to die FOG discharge and do
nor have enough volume to allow amassing of die FOG, die
emulsified oils will pass through the unit without being
captured For information on properly locating, constructing,
and sizing grease traps, contact your local county and city
representatives and examine EPA guidance documents
® Ensure all grease -bearing drains discharge to the grease trap
These include mop sinks, woks, wash sinks, prep sinks, utility
sinks, pulpers, dishwashers, prennse sinks, can washes, and
floor drains in food preparation areas such as those near a
fryer or tilt/steam kettle No toilet wastes should be plumbed
to the grease trap
® If these suggested best management practices do not
adequately reduce FOG levels, the operator may consider
installing a second grease trap with flow-through venting This
system should help reduce grease effluent subsianoally
Consurner Tip
Buyer bewarel When choosing a method of managing your oil
and grease, ensure that it does what the vendor says it will do
Some technologies or "miracle cures" don't eliminate the problem
but result in grease accumulations further down the sewer line
"Out of sight" is not "our of mind-" Check the vendor's references
The GirvAma G&bpoa is the mascot for DPPEAs Oil and Grease Management Program
He serves as a reminder to keep grease out of sinks and drains before it becomes a nuisance
4
This ,s a publication by the NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES DIVISION OF POLLUTION PREVENTION
AND ENVIRONMENTAL ASSISTANCE 1639 MAIL SERVICE CENTEP RALEIGH NC 27699-1639
Information contained ,n this publication ,s believed to accurate and reliable However the application of this information ,s at the readers risk
services or vendors in this publication does not constituteMention of products
an endorsement by the State of North Carolina Informavon contained in this publication may be riled freely
DPPFA-FY00-08 2 000 copies of this public document were printed on recycled paper at a cost of $7? 40, or $0 036 per copy
i

CITY ORDINANCE
In an effort to prevent sanitary sewer overflows (SSOs) from grease accumulations in its sanitary sewer
mains, the City of Southport will consider to adopt this DRAFT of the Fats, Oils, and Greases Control
Ordinance Any nonresidential facility connected to the City sanitary sewer collection and treatment
system involved in the preparation or serving of foods will be subject to the conditions of the ordinance
CITY OF SOUTHPORT FATS, OILS, AND GREASES CONTROL ORDINANCE
A_ Scope and Purpose
To aid in the prevention of sanitary sewer blockages and obstructions from contributions and
accumulation of fats, oils, and greases into said sewers system from industrial or commercial
establishments, particular food preparation and serving facilities.
D. Definitions
I. Fat, Oils, and Greases. Organic polar compounds derived from animal and/or plants sources that
contain multiple carbon chain triglyceride molecules. These substances are detectable and measurable
using analytical test procedures established in 40 CFR 136, as may be amended from time to time. All are
sometimes referred to herein as `Grease" or "Greases"
2. Grease Trap or Interceptor. A device for separating and retaining waterborne Greases and Grease
complexes prior to the wastewater exiting the trap and entering the sanitary sewer collection and
treatment system. These devices also serve to collect settable solids generated by and from food
preparation activities, prior to the water exiting the trap and entering the sanitary sewer collection and
treatment system. Grease Traps and Interceptors are sometimes referred to herein as "Grease
Interceptors".
3. Cooking Establishments. Those establishments primarily engaged in activities of preparing, serving,
or otherwise making available for consumption foodstuffs and that use one or more of the following
preparation activities: cooking by frying (all methods), baking (all methods), grilling, saut6ing, rotisserie
cooking, broiling (all methods), boiling, blanching, roasting, toasting or poaching_ Also included are
infrared heating, searing, barbecuing, and any other food preparation activity that produces a hot non -
drinkable food product in or on a receptacle that requires washing_
4. Non -Cooking Establishments. Those establishments primarily engaged in the preparation of
precooked foodstuffs that do not include any form of cooking. These include cold dairy and frozen
foodstuffs preparation and serving establishments_
5. Minimum Design Capability. The design features of a Grease Interceptor and its ability or volume
required ni effectively intercept and retain Greases from grease -laden wastewaters discharged to the
public sanitary sewer.
6. User Any person, including those located outside the jurisdiction limits of the City, who contributes,
causes or permits the contribution or discharge of wastewater into the POTW including persons who
contribute such wastewater from mobile sources such as those who discharge hauled wastewater

C. Grease Interceptor Maintenance, Record Keeping, and Grease Removal
1 _ Grease Interceptors shall be installed by users as required by the Public Services Director or his
designee. Grease Interceptors shall be installed at the User's expense, when such Usher operates a
Cooking Establishment. Grease Interceptors may also be required in non -cooking or cold dairy and frozen
foodstuffs establishments when they are deemed necessary by the Public Services Director for the proper
handling of liquid wastes containing grease. No User shall allow wastewater discharge concentration from
subject grease interceptors to exceed 325 milligrams per liter, as identified by EPA Method 1664 or 275
milligrams per liter, as identified by EPA method 413. All Grease Interceptors shall be of the type
designed and capacity approved by the Public Services Director or his designee and shall be easily
accessible for User cleaning and City inspections. All such Grease Interceptors shall be inspected,
serviced and emptied of accumulated waste content as required in order to maintain Minimum Design
Capability or effective volume of the Grease Interceptor, but not less often than every thirty (30) days
Users who are required to pass water through a Grease Interceptor shall:
a. provide for a minimum hydraulic retention time of twenty-four (24)
minutes at actual peak flow or 12 minutes at the calculated
theoretical peak flow rate as predicted by the Uniform Plumbing
Code fixture criteria, between the influent and effluent baffles with
twenty (20) percent of the total volume of the Grease Interceptor
being allowed for sludge to settle and accumulate, identified
hereafter as a "sludge pocket".
b. remove any accumulated Grease cap and sludge pocket as required,
but at intervals of not longer than thirty (30):days;at the Users
exp6pse_ Grease Interceptors shall be kept free of inorganic solid
materials such as grit, rocks, gravel, sand, eating utensils, cigarettes,
shells, towels, rags, etc_, which could settle into this pocket and
thereby reduce the effective volume of the Grease Interceptor
c accept the following conditions: If any skimmed or pumped wastes
or other materials removed from Grease Interceptor are treated in
any fashion onsite and reintroduced back into the Grease
Interceptor as an activity of and after said onsite treatment, the User
shall be responsible for the attainment of established Grease
numerical limit consistent with and contained in (CX1) on all
discharges of wastewater from said Grease Interceptor in the City
of Southport sanitary sewer collection and treatment system.
d_ operate the Grease Interceptor in a manner so as to maintain said
device such that attainment of the grease limit is consistently
achieved_ "Consistent" shall mean any wastewater sample taken
from said Grease Interceptor shall be subject to terms of numerical
limit attainment described in (C)(1)_ If an establishment desires,
because of documented space constraints, an alternate to an out—of-
-building Grease Interceptor, the request for an alternative location
shall contain the following information:
1. Location of City sewer main and easement in
relation to available exterior space outside building
2 Existing plumbing at or in a site that uses common
Plumbing for all services at that site.
e understand and agree that: The use of biological additives as a
Grease degradation agent is conditionally permissible, upon prior
written approval by the Public Services Du ector Any establishment
using this method of Grease abatement shall maintain the trap or
Interceptor in such a manner that attainment of the Grease
wastewater discharge limit, as measured from the traps outlet, is
consistently achieved_

I
t. understand and agree that: The use of automatic Grease removal
systems is conditionally permissible upon prior written approval by
the Lead Plumbing Inspector of the City of Southport and the
Brunswick County Department of Health Any establishment using
this equipment shall operate the system in such a manner that
attainment of the Grease wastewater discharge limit, as measured
from the unit's outlet, is consistently achieved_
g. understand and agree that: The City reserves the right to make
determinations of Grease Interceptor adequacy and need, based on
review of all relevant information regarding Grease Interceptor
performance, facility site and building plan review and to require
repairs to, or modification or replacement of such traps_
2. The User shall maintain written record of trap maintenance for three (3) years. All such records will be
available for inspection by the City at all times.
3. No non -grease laden sources are allowed to be connected to sewer lines intended for Grease Interceptor
service_
4: Except as provided herein for a period of one year following adoption of this Ordinance, although
installation of Grease Interceptors will be required to be installed, no enforcement actions will be taken
under this Ordinance for failure to achieve limits on Grease discharges from Grease Interceptors_ If,
during this one year period an obstruction of a City sewer main(s) occurs that causes a sewer overflow to
the extent that an impact on the environment is realized and that said overflow or failure of the sanitary
sewer collection system to convey sewage can be attributed in part or in whole to an accumulation of
Grease in the City's sewer main(s), the City of Southport will take appropriate enforcement actions, as
stipulated in the City's Sewer Use Ordinance, against the generator or contributor of such Grease.
5. Access manholes, with a minimum diameter of 24 inches, shall be provided over each chamber and
sanitary tee. The access manholes shall extend at least to finished grade and be designed and maintained
to prevent water inflow or infiltration_ The manholes shall also have readily removable covers to facilitate
inspection, Grease removal, and wastewater sampling activities_

ftti-1.7-CUUyIrKI) II;Uo L117 Ur 7UUInrUj%I krnAJ7IU 471 fJU7 i UUtluut
§ 19.100 SOUTHPORT CODE
(g) Grease, ail and sand interceptors (grease traps) shall be provided by the owner when,
in the opinion of the approving authority, they are necessary for the proper handling of liquid
wastes containing floatable oil in excessive amounts, sand or other harmful ingredients; ex-
cept that such interceptors shall not bo required for private living quarters or dwelling units.
All interceptors shall be of a type and capacity approved by the approving authority and shall
be located as to be razIdily and easily accemible far cleaniiig and inspection. Where installed.
all grease, oil and sand intereeptars shall be maintained by the owner at his expense In
continuously efficient operatian at all times. In the mafntaining of these interceptors, the
9wna- shell be responsible for the proper removal and disposal by appropriate mean of the
captured material and shall maintain records of the dates and means of disposal which are
subject to review by the approving authority- Any removal and hauling of the collected ma-
terials not perrm med by the owner's personnel m-ust be performed by curr0fLay Utensed waste
disposal firms.
P-9
F11

A w 1.117 Ul JVUI11VVr%I ti nn/J,iu uJi 1 3u r UuC/uur
§ 19-100 SOi=ORT CODE
El
(h) When in the opinion of the approving authority file proposed flow may create a surge
or unusual loading condition at the treatmeat £agility, the user shall be required to construct
and maintain ns a portion of the pretreatment works a flow equalization tank or basin to
provide a uniform flow over a period acceptable to the approving authority. In any case, users
discharging more than thirty thousand (30,000) gpd into the sanitary sower system must
provide a flow +equation tank, Such tank shall ha -.m a capacity of at least eighty (80) percent
of the normal volume of one (1) twenty -four-hour production period.
(i) Any person discharging industrial wastes into the city sanitary sewer shall construct
and maintain a suitable control manhole, downstream from any treatment, storage or other
approved works, to fzc litate observation, measurements and sampling of all wastes- including
domestic sewage, from. commercial., business or private industry. The control manhole shall be
constructed at a suitable and satisfactory Location and bunt in a manner approved by the
approving authority,
(j) Where a storage tank is not required, the control manhole shall be equipped with a
perm -event type volume measuring device such as a nozzle, weir or other suitable devices as
may be approved by the approving authority_ The manhole shall be installed by the person
discharging the wastes at his expense and shall be maintained by him so as to be safe,
accessible and in proper operating condition at all times.
(k) Plans for the construction of such storage tank, control manhole and controlling de.
vices shai.R be approved by the Approving authority prior to the beginning of construction.
(1) Any increase in sewage discharge from any plant or dwelling corning from growth or
encpansion of facilities must meet with the approval of the board of aldermen and be so notified
(Ord. of 4-14-88(2), § 2.3)
See. 19-101. Probibited dischnrl es.
(a) It 01 --ill he unlawful for any person to dis� or cause to be disch=ged anypollutant
or wastewater which will interfere with the operation andlor performance of the+POTW.tThcse
general prohibitions apply to all such users of thetPOTWwhether or not the user is subject to
National Categmrical Pretreatment Standards or any other national, state or local pretreat-
ment standards or roquirements. A user may not discharge the following substances to the
POTW-
(1) Any unpolluted waters such as infiltration/inflow to any sanitary sewer. Storm water
and all other unpolluted drainage shall be discharged to such sewers as are specifl-
cally designed as storm sewers or to a natural outlet approved by the approving
authority and DEM. Unpolluted industrial cooling water or process waters may be
dischargcd on approval of the approving authority m,d DEMrto a storm sewer or
natural outlet. No untreated sanitary wastewater shall be discharged to any storm
sewer or natural outlet. j J f �,, �;� L) �, � f
(2) y Liquids, solids or gases which by reason of their nature or quantity are, or may
be. sufficient either alone or by interaction with other substances to cause fire or
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