WQ0045394_Application (FTSE)_20240412

1&0'WK
community Infrastructure consultants
April 11, 2024
Tyler Benson
Division of Water Resources
NCDEQ - Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, NC 28405
RE: Fast Track Sewer System Extension Permit
Sewer Line and Lift Station Replacement
City of Southport
ARPA Project No. SRP-W-ARP-0105
WKD Project No. 20220972.00.WL
Dear Mr. Benson:
PECE'VED/NCDENR/DwR
APR 12 2024
Water Quality Regional
Operations section
Wilmington Regional 0tr1ce
The City of Southport plans to upgrade existing Ninth Street, Moore Street, and Park Avenue pump
stations. The three pump stations are suction -lift pump stations that were identified for replacement
due to age, condition, and operational issues. The proposed pump station replacement will include
installation of new polymer concrete wet wells and valve vaults, installation of new submersible
wastewater pumps, control panels, and electrical work, new discharge piping, new gravity sewer
connections, and force main connections to existing force mains. The proposed work will also
include abandonment and demolition of the old wet wells, pumps, and piping, after the new pump
stations are brought into service.
The Ninth Street, Moore Street, and Park Avenue pump stations are listed under System -Wide
Collection System Permit No. WQCS00137 (included in this submittal). Below is a summary of
proposed work including requested permit modifications:
Ninth Street Pump Station:
o Proposed replacement pump capacity: 300 gpm (no change frorn current permitted
capacity)
o Proposed wet well diameter: 8 feet (no change from existing)
0 6 linear feet of 8-inch PVC C900 gravity sewer (connecting to existing)
0 35 linear feet of 6-inch RJPVC C900 force main (connecting to existing)
Moore Street Pump Station:
o Proposed replacement pump capacity: 400 gpm (no change from current permitted
capacity)
o Proposed wet well diameter: 8 feet (increase from existing 6-foot dia.)
a 69 linear feet of 8-inch PVC C900 gravity sewer (connecting to existing)
300 N. Third Street, Suite 301
Wilmington, NC 28401
Tel. 910.762.=4200
www.wkdirkson.corn Aviation • Water Resources + Land Development • Energy

Mr. Benson
April 11, 2024
Page 2
o 103 linear feet of 6-inch RJPVC C900 force main (connecting to existing)
Park Avenue Pump Station:
o Current permitted pump capacity: 300 gpm
o Proposed replacement pump capacity: 315 gpm (5% increase)
o Proposed wet well diameter: 12 feet (increase from existing 6-foot dia.)
0 35 linear feet of 8-inch PVC C900 gravity sewer (connecting to existing)
0 19 Iinear feet of 6-inch RJPVC C900 force main (connecting to existing 6-inch force
main)
Under a separate project and sewer permit application, the Park Avenue pump station force main
will be increased in diameter from 6-inch to 8-inch, and re-routed to a new discharge point. The
increase in pumping capacity for Park Avenue PS from 300 gpm to 315 gpm is to maintain a
minimum scour velocity of 2 feet per second in the 8-inch force main. The average daily flows into
the three subject pump stations will not be increased, and no new wastewater flows will be
generated as part of this project.
Please find enclosed the following documents in support of the referenced permit modification:
• One (1) hard copy and one (1) digital copy of the completed Fast Track Application
• One (1) hard copy and one (1) digital copy of a project vicinity map depicting the project
area and closest surface waters (Figure 1)
• One (1) hard copy and one (1) digital copy of a USGS topographic map (Figure 2)
• One (1) hard copy and one (1) digital copy of a street -level map showing the project area for
each of the three pump stations (Figures 3-5)
• One (1) hard copy and one (1) digital copy of sealed calculations
• One (1) hard copy and one (1) digital copy of the System -Wide Collection System Permit
(Permit No. WQCS00137)
• One (1) Check 93608 payable to NCDEQ in the amount of $600.00
Please do not hesitate to contact us if you have any questions or comments. We look forward to
hearing back from you.
Sincerely,
W.K. Dickson & Co., Inc.
Dania] Khan, P.E.
Project Engineer
cc: Monroe Huckaby, P.E., WK Dickson
Bonnie Therrien, City Manager, City of Southport
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State of North Carolina
Department of Environmental Quality
DWR Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources INSTRUCTIONS FOR FORM: FTA 10-23 & SUPPORTING DOCUMENTATION
This application is for sewer extensions involving gravity sewers, pump stations and force mains, or any combination that has been
certified by a professional engineer and the applicant that the project mects the requirements of ISA NCAC 02T and the Division's
Minimum Design Criteria (Gravity, S+ Sewer & Pump Stations/Force Mains) and that plans, specifications and supporting documents
have been prepared in accordance with 15A NCAC 02T, 15A NCAC 02T .0300, Division policies, and good engineering practices.
While no upfront engineering design documents are required for submittal, in accordance with 15A NCAC 02T .0305(b), design
documents must be prepared prior to submittal of a fast track permit application to the Division. This would include plans, design
calculations, and project specifications referenced in 15A NCAC 02T .0305 and the applicable minimum design criteria. These
documents shall be immediately available upon request by the Division.
Projects that are deemed permitted (do not require a permit from the Division) are explained in 15A NCAC 02T.0303.
Projects not eligible for review via the fast track process (must be submitted for full technical review):
➢ Projects that do not meet any part of the minimum design criteria (MDC) documents;
➢ Projects that involve more than one variance from the requirements of 15A NCAC 02T;
➢ Pressure sewer systems utilizing simplex septic tank -effluent pumps (STEPS) or simplex grinder pumps;
➢ Simplex STEP or simplex grinder pumps connecting to pressurized systems (e.g. force mains);
➢ Vacuum sewer systems.
General — When submitting an application, 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. Failure to submit all required items will necessitate additional processing and review
time, and may result in return of the application. Unless otherwise noted, the Applicant shall submit one original and one copy of
the application and supporting documentation.
A. One Original and One Copy (second copy may be digital) of Application and Supporting Documents
® Required unless otherwise noted. Signatures on original must be "wet ink" or secure digital signatures.
Please do not submit engineering design plans with the application unless specifically requested.
B. Cover Letter/Narrative Description (Required for All Application Packages):
® List all items included in the application package, as well as a brief description of the requested permitting action.
➢ Be specific as to the system type, number of homes served, flow allocation required, etc.
➢ Include the permit number/status of any other required sewer permits (downstream/upstream)
➢ If necessary for clarity, include attachments to the application form.
➢ If the project is funded by American Rescue Plan Act (ARPA) funds, please include the ARPA project number in the cover
letter and in parentheses under Project Name (Section II.1. of the application).
C. Application Fee (All New and Modification Application Packages):
® Submit a check or money order in the amount of $600.00, dated no more than 90 days prior to application submittal.
➢ Payable to North Carolina Department of Environmental Quality (NCDEQ)
D. Fast Track Application (Required for All Application Packages, Form FTA 10-23):
M Submit the completed and appropriately executed application.
➢ If necessary for clarity or due to space restrictions, attachments to the application may be made.
❑ If the Applicant Type in Item I.2 is a corporation or company, provide documentation it is registered for business with the
North Carolina Secretary of State.
❑ If the Applicant Type in Item I.2 is a partnership or d/b/a, enclose a copy of the certificate filed with the Register of Deeds in
the county of business.
❑ The Project Name in Item II.1 shall be consistent with the project name on the flow acceptance letters, agreements, etc.
® The Professional Engineer's Certification on Page 5 of the application shall be signed, sealed and dated by a North Carolina
licensed Professional Engineer.
INSTRUCTIONS FOR FORM: FTA 10-23 & SUPPORTING DOCUMENTATION Pagel of 3

® The Applicant's Certification on Page 5 of the application shall be signed in accordance with 15A NCAC 02T ,0106(h). 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 mcets the criteria in 15A NCAC 02T .0106(b).
E. Flow Tracking/Acceptance Form (Form: FTSE 10-23) (If Applicable):
❑ Submit the completed and executed FTSE form from the owners of the downstream sewers and treatment facility.
➢ Multiple forms maybe required where the downstream sewer owner and wastewater treatment facility are different.
➢ The flow acceptance indicated in form FTSE must not expire prior to permit issuance and must be dated less than one year
prior to the application date.
➢ Submittal of this application and form FTSE indicates that owner has adequate capacity and will not violate G.S. 143-215.67(a).
➢ Intergovernmental agreements or other contracts will not be accepted in lieu of a project -specific FTSE.
F. Site Maps (All Application Packages):
® Submit an 8.5-inch x 11-inch color copy of a USGS Topographic Map of sufficient scale to identify the entire project area,
including the closest surface waters.
➢ General location of the project components (gravity sewer, pump stations, & force main)
➢ Downstream connection points and permit number (if known) for the receiving sewer
® Include an aerial location map showing general project area (such as street names or latitude/longitude) so that Division staff
can easily locate it in the field.
G. Existing Permit (Application Packages for Modifications to an Existing Permit):
® Submit a copy of the most recently issued existing permit.
® Include a descriptive and clear narrative identifying the previously permitted items to remain in the permit, items to be
added, and/or items to be modified (the application form itself should include only include items to be added/modified). The
narrative should also include whether any previously permitted items have been certified.
® The narrative should clearly identify the requested permitting action and accurately describe the sewers to he listed in
the final permit.
H. Power Reliability Plan (Required if portable reliability option utilized for Pump Station):
❑ Per 15A NCAC 02T .0305(h)(1), submit documentation of power reliability for pumping stations.
➢ This alternative is only available for average daily flows less than 15,000 gallons per day
➢ It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant and is compatible with
the station. The Division will accept a letter signed by the applicant (see 15A NCAC 02T .0106(b)) or proposed contractor,
stating that "the portable power generation unit or portable, independently -powered pumping units, associated appurtenances
and personnel are available for distribution and operation of this pump station."
➢ If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations'
storage capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall
be provided in the case of a multiple station power outage. (Required at time of certification)
1. Certificate of Public Convenience and Necessity (All Application Packages for Privately -Owned Public Utilities):
❑ Per 15A NCAC 02T .0115(a)(1) provide the Certificate of Public Convenience and Necessity from the North Carolina Utilities
Commission demonstrating the Applicant is authorized to hold the utility franchise for the area to be served by the sewer
extension, 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.
Operational Agreements (Applications from HOA/POA and Developers for lots to be sold):
❑ Home/Property Owners' Associations
❑ Per 15A NCAC 02T .0115(c), submit the properly executed Operational Agreement (FORM: HOA).
❑ Per 15A NCAC 02T .0115(c), submit a copy of the Articles of Lrcorporation, Declarations and By-laws.
❑ Developers of lots to be sold
❑ Per 15A NCAC 02T .0115(b), submit the properly executed Operational Agreement (FORM: DEV).
For more information, visit the Division's collection systems website
INSTRUCTIONS FOR FORM: FTA 10-23 & SUPPORTING DOCUMENTATION Page 2 of 3

THE COMPLETED APPLICATION PACKAGE INCLDING ALL SUPPORTING INFORMATION AND
MATERIALS, SHOULD BE SENT TO THE APPROPRIATE REGIONAL OFFICE:
REGIONAL OFFICE
ADDRESS
COUNTIES SERVED
Asheville Regional Office
2090 US Highway 70
Avery, Buncombe, Burke, Caldwell, Cherokee,
Water Quality Section
Swannanoa, North Carolina 28778-8211
Clay, Graham, Haywood, Henderson, Jackson,
[phone]
Macon, Madison, McDowell, Mitchell, Polk,
[phone] Fax
Rutherford, Swain, Transylvania, Yancey
Fayetteville Regional Office
225 Green Street Suite 714
Anson, Bladen, Cumberland, Harnett, Hoke,
Water Quality Section
Fayetteville, North Carolina 28301-5095
Montgomery, Moore, Robeson, Richmond,
[phone]
Sampson, Scotland
[phone] Fax
Mooresville Regional Office
610 E. Center Avenue
Alexander, Cabarrus, Catawba, Cleveland,
Water Quality Section
Mooresville, North Carolina 28115
Gaston, Iredell, Lincoln, Mecklenburg, Rowan,
[phone]
Stanly, Union
[phone] Fax
Raleiqh Regional Office
3800 Barrett Drive
Chatham, Durham, Edgecombe, Franklin,
Water Quality Section
Raleigh, North Carolina 27609
Granville, Halifax, Johnston, Lee, Nash,
[phone]
Northampton, Orange, Person, Vance, Wake,
[phone] Fax
Warren, Wilson
Washington Regional Office
943 Washington Square Mall
Beaufort, Bertie, Camden, Chowan, Craven,
Water Quality Section
Washington, North Carolina 27889
Currituck, Dare, Gates, Greene, Hertford, Hyde,
[phone]
Jones, Lenoir, Martin, Pamlico, Pasquotank,
[phone] Fax
Perquimans, Pitt, Tyrrell, Washington, Wayne
Wilmington Regional Office
127 Cardinal Drive Extension
Brunswick, Carteret, Columbus, Duplin, New
Water Quality Section
Wilmington, North Carolina 28405
Hanover, Onslow, Ponder
[phone]
[phone] Fax
Winston-Salem Regional Office
450 W. Hanes Mill Road
Suite 300
Alamance, Alleghany, Ashe, Caswell, Davidson,
Davie, Forsyth, Guilford, Rockingham, Randolph,
Water Quality Section
Winston-Salem, North Carolina 27105
Stokes, Surry, Watauga, Wilkes, Yadkin
[phone]
[phone] Fax
INSTRUCTIONS FOR FORM: FTA 10-23 & SUPPORTING DOCUMENTATION Page 3 of 3

DWR
Division of Water Resources
Application Number:
State of North Carolina
Department of Environmental Quality
Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 10-23 & SUPPORTING DOCUMENTATION
(to be completed by t3WR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: City of Southport (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State/County ® Municipal ❑ Other
3. Signature authority's name: Bonnie Therrien per 15A NCAC 02T .0106(b)
Title: City Manager
4. Applicant's mailing address: 1029 Howe Street
City: Southport State: NC Zip: 28461-
5. Applicant's contact information:
Phone number: [phone] Email Address: btherrien a,cityofsouth og rt.com
11. PROJECT INFORMATION:
1. Project name: Sewer Line and Lift Station Replacement
(ARPA Project 1�{�SRP-W-ARP-0105)
2. Application/Project status: u Proposed (New Permit) ® Existing Permit/Project ® ARPA funded
If a modification, provide the existing permit number: WQ00LN/A1 and issued date: N/A,
For modifications, also attach a detailed narrative description as described in Item G of the checklist.
If new construction, but part of a master plan, provide the existing permit number: WQ00
3. County where project is located: Brunswick
4. Approximate Coordinates (Decimal Degrees): Latitude: 33.924409' Longitude:-78.020073'
5. Parcel ID (if applicable): See Attachment 1 (or Parcel ID to closest downstream sewer)
11I. CONSULTANT INFORMATION:
1. Professional Engineer: Danial Khan, P.E. License Number: 053571
Firm: W.K. Dickson and Co., Inc.
Mailing address: 300 N. Third Street, Suite 301
City: Wilmington State: NC Zip: 28401-_
Phone number: [phone] Email Address: dklian wkdickson,com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: West Brunswick WWTP Permit Number: WQ0023693
Owner Name: Brunswick County
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQCS00137
2. Downstream (Receiving) Sewer Information: 8 & 6 inch ❑ Gravity M Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCS00137
Owner Name(s): City of Southport
FORM: FTA 10-23 Page 1 of 5

VI. GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑ Yes ❑ No ® NIA
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: DEV) been attached?
[-]Yes [-]No ® NIA
3. If the Applicant is a Home/Property Owners' Association, has an HOA/POA Operational Agreement (FORM: HOA) and
supplementary documentation as required by 15A NCAC 02T.0115(c) been attached?
❑ Yes ❑ No ® N/A
4. Origin of wastewater: (check all that apply):
® Residential (Individually Owned) ® Retail (stores, centers, malls) ❑ Car Wash
® Residential (Leased) ❑ Retail with food preparation/service ❑ Hotel and/or Motels
® School / preschool / day care ❑ Medical / dental / veterinary facilities ❑ Swimming Pool/Clubhouse
❑ Food and drink facilities ® Church ❑ Swimming Pool/Filter Backwash
❑ Businesses / offices / factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater: 95 % Domestic 5 % Commercial 0 % Industrial (See 15A NCAC. 02T .0103(20))
If Industrial, is there a Pretreatment Program in effect? ❑ Yes ❑ No
G. Hasa flow reduction been approved under 15A NCAC 02T .0114(f) ❑ Yes ® No
➢ If yes, provide a copy of flow reduction approval letter with this application
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(f))
Daily Design Flow','
No. of Units
Flow
NIA
0 gal/min
0
0 GPD
gal/
GPD
gall
GPD
gall
GPD
gal/
GPD
gal/
GPD
Total
GPD
a See 15A NCAC 02T .0114(b), (d).(e)(1) and (e)(2) for caveats to wastewater design flow rates (i.e. proposed unknown
non-residential development uses; public access facilities located near high public use areas; and residential property
located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined in G.S. 42A-4).
b Per 15A NCAC 02T .0I 14(c), design flow rates for establishments not identified [in table 15A NCAC 02T.0114] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 0 GPD (per 15A NCAC 02T .0114 and G.S. 143-215.1)
➢ Do not include future flows or previously permitted allocations
If permitted flow is zero, please indicate why:
❑ Pump Station/Force Main or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line.
Please provide supplementary infonnation indicating the approximate timeframe for permitting upstream sewers with flow.
® Flow has already been allocated in Permit Number: WQCS00137 Issuance Date: March 26, 2018
® Rehabilitation or replacement of existing sewers with no new flow expected
❑ Other (Explain):
FORM: FTA 10-23 Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
8 110 C900 DR 18 PVC
➢ Section II & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
➢ Section III contains infonmation related to minimum slopes for gravity sewer(s)
➢ Oversizing lines to meet minimum slope requirements is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) 02T .0305 & MDC (Pump Stations/Force Mains):
PROVIDE A SEPARATE COPY OF THIS PAGE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
l . Pump station number or name: See Attachment 1 for information pertaining to Section VIII
2, Approximate Coordinates (Decimal Degrees): Latitude: 0Longitude: - °
3. Total number of pumps at the putnp station:
3. Design flow of the pump station: millions gallons per day (firm capacity)
➢ This should reflect the total GPM for the pump station with the largest pump out of service,
4. Operational point(s) per pump(s): gallons per minute (GPM) at feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) Length (feet) Material
If any portion of the force main is less than 4-inches in diameter, please identify the method of solids reduction per
MDCPSFM Section 2.01C.1.b. ❑ Grinder Pump ❑ Mechanical Bar Screen ❑ Other (please specify)
6. Power reliability in accordance with 15A NCAC 02T .0305(h)(1):
❑ Standby power source or ❑ Standby pump
➢ Must have automatic activation and telemetry - 15A NCAC 02T.0305(h)(1)(B).
➢ Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
➢ Must be permanent to facility and may not be portable
Or if the pump station has an average daily flow less than 15,000 gallons per day I5A NCACO2T.0305(h)(1)(C):
❑ Portable power source with manual activation, quick -connection receptacle and telemetry -
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry:
➢ Include documentation that the portable source is owned or contracted by the applicant and is compatible with the station.
➢ If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall be provided
as part of this permit application in the case of a multiple station power outage.
FORM: FTA 10-23 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T.0305(f)):
1. Does the project comply with all separations/alternatives found in 15A NCAC 02T ;0305(f) & (a)? ® Yes ❑ No
I SA NCAC 02T.0305(f) contains minimum separations that shall be provided for sewer systems:
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below (vertical)
18 inches
2Water mains (vertical - water over sewer preferred, including in benched trenches)
18 inches
'Water mains (horizontal)
10 feet
Reclaimed water lines (vertical - reclaimed over sewer)
18 inches
Reclaimed water lines (horizontal - reclaimed over sewer)
2 feet
**Any private or public water supply source, including any wells, WS-1 waters of Class I or
Class 11 impounded reservoirs used as a source of drinking water, and associated wetlands.
100 feet
**Waters classified WS (except WS-1 or WS-V), B, SA, ORW, HQW, or SB from normal
high water (or tide elevation) and wetlands associated with these waters (see item IX.2)
50 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches, as well as wetlands associated with these waters or classified as WL.
10 feet
Any building foundation (horizontal)
5 feet
Any basement (horizontal)
10 feet
Top slope of embankment or cuts of 2 feet or more vertical height
10 feet
Drainage systems and interceptor drains
5 feet
Any swimming pools
10 feet
Final earth grade (vertical)
36 inches
➢ If noncompliance with 02T.0305(f) or (a). see Section X.1 of this application
* 15A NCAC 02T.0305(g) contains alternatives where separations in 02T.0305(f) cannot be achieved. Please check "yes"
above if these alternatives are used and provide narrative information to explain.
**Stream classifications can be identified using the Division's NC Surface Water Classifications webpaae
2. Does this project comply with the minimum separation requirements for water mains? ® Yes [:]No ❑ NIA
➢ If no, please refer to 15A NCAC 18C.0906(f) for documentation requirements and submit a separate document,
signed/sealed by an NC licensed PE, verifying the criteria outlined in that Rule.
3. Does the project comply with separation requirements for wetlands? ❑ Yes ❑ No ® N/A
➢ Please provide supplementary information identifying the areas of non-confonuance.
➢ See the Division's draft separation requirements for situations where separation cannot be met.
➢ No variance is required if the alternative design criteria specified is utilized in design and construction.
4. Is the project located in a river basin subject to any State buffer rules? ❑ Yes Basin name: ® No
If yes, does the project comply with setbacks found in the river basin rules per 15A NCAC 02B .0200? ❑ Yes ❑ No
➢ This includes Trout Buffered Streams per 15A NCAC 213.0202
5. Does the project require coverage/authorization under a 404 Nationwide/individual permits ❑ Yes ® No
or 401 Water Quality Certifications?
➢ Please provide the permit number/permitting status in the cover letter if coverage/authorization is required.
6. Does project comply with 15A NCAC 02T.0105(c)(6) (additional permits/certifications)? ® Yes ❑ No
Per 15A NCAC 02T.0105(c)(6), directly related environmental permits or certification applications must be being prepared,
have been applied for, or have been obtained. Issuance of this permit is contingent on issuance of dependent permits (erosion
and sedimentation control plans, stornwater management plans, etc.).
7. Does this project include any sewer collection lines that are deemed "high -priority?" [-]Yes ® No
Per 15A NCAC 02T.0402, "high -priority sewer" means any aerial sewer, sewer contacting surface waters,
siphon, or sewers positioned parallel to streambanks that are subject to erosion that undermines or deteriorates the sewer.
Siphons and sewers suspended through interference/conflict boxes require a variance approval.
➢ If yes, include an attachment with details for each line, including type (aerial line, size, material, and location).
High priority lines shall be inspected by the pernrittee or its representative at least once every six -months and
inspections documented per 15A NCAC 02T.0403(a)(5) or the permittee's individual System -Wide Collection permit.
FORM: FTA 10-23 Page 4 of 5

Y. CERTIFICATIONS:
1, Does the submitted system comply with 15A NCAC 02T, the Minimum Design Criteria for the Permitting of Purnp Stations
and Force Mains (latest version), and the Gravity Sewer Minimum Design Criteria (latest version) as applicable?
® Yes ❑ No
If no, for projects requiring a single variance, complete and submit the Variance/Alternative Design Request application
(VADC 10-14) and supporting documents for review to the Central Office. Approval of the request will be issued
concurrently with the approval of„the permit, and projects requiring a variance approval may be subject to longer
review times. For proiects requiring two or more variances or where the variarce is determined by the Division to be a
si nfficaut portion of the project, the full technical review is required.
2. Professional Engineer's Certification:
I, Dania] Khan, P.E. _ ___ , attest that this application for Sewer Line and, Lift Station Replacement
(Professional Engineer's name from Application Item IIl.1.) (Project Name from Application Item II.1)
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans,
specifications, engineering calculations, and all other supporting documentation to the best of my knowledge. I further
attest that to the best of my knowledge the proposed design has been prepared in accordance with the applicable regulations,
Minimum Design Criteria for Gravity Sewers (latest +rersion), and the Minimum Design Criteria for the Fast -Track Permitting
of Pump Stations and.Force Mains (latest version). Although other professionals may have developed certain portions of this
submittal package, inclusion of these materials under my signature and seal signifies that I have reviewed this material and
have judged it to be consistent with the proposed design.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed M 0,000, as well as civil penalties up to $25,000 per violation. Misrepresentation of the application
information, including failure to disclose any design non-compliance with the applicable Rules and esign criteria, may subject
the North Carolina -licensed Professional Engineer to referral to the licensing board. (21 NCAC„�nlQl)
North Carolina Professional Engineer's seal, signature, and date:
3. Applicant's Certification per 1 A NCAC 02T .0106(b):
,attest that this application for
(Signature Authority Name from Application Item I.3.) (Project Name from Application Item Il. 1 )
attest that this application 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 documentation
and attachments are not included, this application package is subject to being returned as incomplete. I understand that any
discharge of wastewater from this non -discharge system to surface waters or the land will result in an immediate enforcement
action that may include civil penalties, injunctive relief, and/or criminal prosecution. I will make no claim against the Division
of Water Resources should a condition of this permit be violated. I also understand that if all required parts of this application
package are not completed and that if all required supporting information and attachments are not included, this application
package will be returned to me as incomplete.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
. a
wy f/! !
Signature. Date:
FORM: FTA 10-23 Page 5 of 5

Attachment 1- Fast Track Permit Application
Southport Sewer Line and Lift Station Replacement
II. PROJECT INFORMATION
Pump Station Name:
Ninth Street
Moore Street
Park Avenue
1. Parcel ID:
237EB042
238HGO1501
221MCO2324
VIII. PUMP STATION DESIGN CRITERIA
1. Pump station number
or name:
Ninth Street
Moore Street
Park Avenue
2. Approximate
coordinates (Decimal
Lat. 33.927107°,
Lat. 33.920848 ,
Lat. 33.934316°,
degrees)
Long.-78.027715°)
Long.-78.014100'
Long.-78.015657°)
3. Total number of
pumps at the pump
2
2
2
station
4. Design flow of the
pump station (MGD)
p
0.432
0.576
0.4536
5. Operational point per
300 GPM @ 150'
400 GPM @ 108'
315 GPM @ 62'
pump
TDH
TDH
TDH
6. Summarize the force
main to be permited for
35 LF of 6" RJPVC
103 LF of 6"
19 LF of 8" RJPVC
this pump station:
RJPVC
7. Power reliability in
accordance with 15A
Standby Generator
Standby Generator
Standby Generator
NCAC 02T .0305(h)(1):

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CALCULATIONS
FOR
SEWER LINE AND LIFT STATION REPLACEMENT
CITY OF SOUTHPORT, NORTH CAROLINA
WKD Project No. 20220972,00.WL
APRIL 10, 2024
Apr 10 2024 3:17 PM
Danial Khan, P.E.
W.K. Dickson, & Co., Inc.
NC Firm License No. F-0374
300 N. Third Street, Suite 301
Wilmington, NC 28401
Tel. [phone]
lftwl<
community infrastructure consultants

Wastewater Pump Station
Force Main
Design Calculations
Moore Street PS
Project Name: Sewer Line and Lift Station Replacement
Location: Southport, NC
Designed By: DK
Checked By: RDB
Date: 04/03/24
Project no.: 20220972.00.WL

Design Pumping Flow Rate
Peaking Factor Calculation
Service Area Population —
150
Peak Factor =
18 + 4P
4 + SIP
Calculated Peak Factor =
4.2
Design Peak Factor =
4.2
Determine Minimum Pump Rate
Average Daily Flow =
30,731
GPD
Peak Flow =
128793
GPD
Minimum PumpingPLImping Rate Required —
89
GPM
Design Pumping Rate =
400
GPM
Eetirnated
Source: PS tatalizar data vparming March 2022 to
August 2022 provided L,v the City ofSouthporl
Ctu'reni PS permitted capacity

Cycle 'rime & 'Vet Well Geometry
IC ,
Target Cycles Per Hour
ADF = 21 gpin
Pumping Rate = 400 gpm
Time = 15.0 min.
Cycles Per Hour = 4.0
Check Cycles Per Hour: OK
Check Cycles Per Hour: OK
Determine Wet well Diameter
Required Volume —
Pick Wet Well Diameter =
Pick Wet Well Cycle =
Volume in Cycle =
303
Gallons
Ft
Vert. Ft
Gallons
8.0
1.25
1 470
Vertical Datum Used: NAVD 88
Determine Wet Well Invert & Float Elevations
Wet well Dia. = 8.0 Ft
*As required for complete submergence
-1.42
-4.00
-5.25
-6.50

Force Main & Piping Design
Off -Site Force Main 1 Data
Design Pump Rate (gpm) =
400
Select Force Main Size (in) =
6 ](Average ID of FM)
Velocity (fps) =
4.54
Meets Minimum Velocity Requirement? OK
Meets Maximum Velocity Requirement? OK
Line Length (ft) =
3,390
Account for Minor Losses =
2%
Equiv Length (ft) =
3,458
Connection Point: Manifold Force Main
Pump Station Piping Data
Design Pump Rate (gpm) =
Pick Wet Well & Valve Vault Piping Size (in) =
Velocity (fps) =
Meets Minimum Velocity Requirement?
Meets Maximum Velocity Requirement?
400
6
4.54
OK > 2 FPS
OK < 8 FPS
Item
Number of Fittin s
L/D Ratio
Equivalent Len th
45 bend
90 bend
11.25 bend
Branch Tee Flow
Check valve
Plug Valve
0
18
0.00
2
30
30.00
0
7
0.00
1
60
30.00
1
135
67.50
2
22
22.00
0.00
0.00
0.00
Equivalent Fitting Length (ft) =
Wet Well & Valve Vault Piping Length (ft) =
Total Equivalent Pump Station Pipe Length (ft) =
Equivalent Off -Site Diameter Length (ft) =
150
20
170
170
Total Equivalent Force Main Length (ft) =
3627

Pump Selection
Force Main Diameter (in) =
6
Equivalent Force Main Length (ft) =
3627
Hazen -Williams C Factor =
110
Minimum Required Pump Rate (GPM) =
89
Design Pumping Rate (GPM) =
400
GPM
Pressure Head
at Connection
"All On" (feet)
Pressure Head at
Connection
"Only Proposed
Pump Station
On" (feet) I
Static Head
(feet)
"All On"
TDH (feet)
"Only
Proposed
Pump Station
On" TDH
(feet)
Velocity (fps)
Pump Head
(feet)
0
21
12A
19.5
1 41
32
0.0
138
100
21
12.4
19.5
46
37
1.1
130
200
21
12.4
19.5
59
51
2.3
122.0
300
21
12.4
19.5
80
72
3.4
115.0
400
21
12.4
1 %5
108
99
4.5
109
420
21
12.4
19.5
114
106
4.8
107
500
21
12.4
19.5
143
134
5.7
102.0
600
21
12.4
19.5
183
175
6.8
97
Pump Manufacturer: Barnes
Model Number: SH 4XESHMB30044
Impeller Diameter: 1275 mm
Horsepower: 20
Voltage: 460v 3phase

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Station Operation Check
Proposed Operational Point
440 GPM @ 108 TDH
Check Wet well Cycle Times
Wet well
Wet well
Wet well
Wet well
Diameter
Area
Cycle
Volume
(feet)
(gal / VF)
(ft)
(gal)
8.0
376
1.3
470
Fill = Wet well Volume = 22.0 minutes
ADF
Run = Wet well Volume — 1.2 minutes
Pump Rate - ADF
Total = 23.3 minutes
Cycle Time = 2.6 Cycles 1 Hour
Meets Minimum Cycle Time? OK
Meets Maximum Cycle Time? OK

Station Operation Check
Proposed Operational Point No. 2
420 GPM @ 107 TDH
Check Wet well Cycle Times
Wet well
Wet well
Wet well
Wet well
Diameter
Area
Cycle
Volume
(feet)
(gal / VF)
(ft)
(gal)
8.0
376
1.3
470
Fill = Wet well Volume W 22.0 minutes
ADF
Run = Wet well Volume = 1.2 minutes
Pump Rate - ADF
Total = 23.2 minutes
Cycle Time = 2.6 Cycles 1 Hour
Meets Minimum Cycle Time? OK
Meets Maximum Cycle Time? OK

Valve Vault Buoyancy Calculations
Vault Outside Length
Vault Outside Width
Vault Inside Length
Vault Inside Width
Vault Top Slab Elevation
Vault Invert Elevation
Extended Base length
Extended Base Slab Thickness
Top Slab Thickness
Hatch Length
Hatch Width
7.00
Feet
Feet
Feet
Feet
Feet
Feet
Feet
Feet
Feet
7.00
6.00
6.00
7.12
2.12
0.50
0.67
0.83
3.00
5.00
Calculate Total Volume of Vault Structure
Volume of Vault Riser Sections
245.0
cf
Volume of Vault Extended Base—
42.7
cf
Total Volume of Vault Structure=
287.7
cf
Calculate Total Volume of Water Displaced
H2O Displaced = (Volume of Vault Structure) * (62.4 lbs/cf)
H2O Displaced— 17950 lbs
Calculate Weight of Vault Components
Section
Total Vol
(Cu. Ft)
Weight
Top Slab (Minus Hatch Area)
28.3
3967
Riser
54.2
7583
Base Slab
42.7
5973
Totals—
125.2
17523
Total Weight of Concrete in Vault= 17523 lbs.
Calculate Submerged Weight of Soil Above Extended Base/Footing
Total Area of Extended Base
64
sf
Total Area of Wet well Riser
49
sf
Area of Extended Base less Vault
15
sf
Height of Soil Above Extended Base
4.17
ft
Volume of Soil Above Extended Base
63
of
Weight of Soil Above Extended Base (estimated)
50
lbs/cf
Total Weight of Soil Above Extended Base
3 l25
lbs/cf
Flotation Protection Required?
Weight of Concrete and Weight of Soil Above Extended Base: 20648 lbs
Weight of Water Displaced By Vault: 17950 lbs
Flotation Protection Required? [NO

Vet Well Buoyancy Calculations
Wet well Outside Dimensions
9.00
Feet
Wet well Inside Dimensions
8.00
Feet
Wet well Top Slab Elevation
7.12
Feet
Wet well Invert Elevation
-9.00
Feet
Extended Base Slab Diameter
11.00
Feet
Extended Base Slab Thickness
0.67
Feet
Top Slab Thickness
0.83
Feet
Calculate Total Volume of Wet well
Structure
Volume of Wet well Riser Sections=
1025
jcf
Volume of Wet well Extended Base=
63
jef
Total Volume of Wet well Structure=
1088
lcf
Calculate Total Volume of Water Displaced
H2O Displaced = (Volume of Wet well Structure) * (62.4 lbslcf)
H2O Displaced= 67911 lbs
Calculate Weight of Wet well Components
Section Total Ht Weight
Top Slab Thickness (ft.)
0.83
7422
Riser - Total Vertical Ft,
16.12
30132
Base Slab Thickness (ft.)
0.67
8870
Totals—
17.62
46424
Total Weight of Concrete in Wet well— 46424 lbs.
Calculate Submerged Weight of Soil Above Extended Base/Footing
Total Area of Extended Base
Total Area of Wet well Riser
Area of Extended Base less Wet well
Height of Soil Above Extended Base
Volume of Soil Above Extended Base
Weight of Soil Above Extended Base (estimated)
Total Weight of Soil Above Extended Base
95
sf
sf
sf
ft
cf
lbs/cf
lbs/ef
64
31
16
491
50
24536
Flotation Protection Required?
Weight of Concrete and Weight of Soil Above Extended Base IM
lbs
Weight of Water Displaced By Wet Well: lbs
Flotation Protection Required?

Wastewater Pump Station
Force Main
Design Calculations
Ninth Street PS
Project Name: Sewer Line and Lift Station Replacement
Location: Southport, NC
Designed By: DK
Checked By: RDB
Date: 04/03/24
Project no.: 20220972.00.WL

Design Pumping Flow Rate
Peaking Factor Calculation
Service Area Population —
150
Peak Factor =
18 + 4P
4+�P
Calculated Peak Factor =
4.2
Design Peak Factor =
4.2
Determine Minimum Pump Rate
Average Daily Flow =
78,785
GPD
Peak Plow =
330190
GPD
Minimum Pumping state Required =
229
GPM
Design Pumping Rate =
300
GPM
Estimated
Source: PS (otalizar data ymming March
2022 to August 2022 provided by the Ciry of
Soufhpart
Currem PS permifted capacify

Cycle Time & Wet Well Geometry
M0 9
Target Cycles Per Hour
ADF = 55 gpm
Pumping Rate = 300 gpm
Time = 15.0 min.
Cycles Per Hour = 4.0
Check Cycles Per Hour: OK
Check Cycles Per Hour: OK
Determine Wet well Diameter
Required Volume =
Pick Wet Well Diameter =
Pick Wet Well Cycle =
Volume in Cycle =
671
Gallons
Ft
Vert. Ft
Gallons
8.0
2.25
846
Vertical Datum Used: NAVD 88
Determine Wet Well Invert & Float Elevations
Wet well Dia. = 8.0 Ft
*As required for complete submergence
-0.11
-1.00
-3.25
-5.50

Force Main & Piping Design
I Off -Site Force Maid 1 Data
Design Pump Rate (gpni) = 300
Select Force Main Size (in) 6 (Average 1D of FM)
Velocity (fps) = 3.40
Meets Minimum Velocity Requirement? rOK
K
Meets Maximum Velocity Reguirentent?
Line Length (ft) = 58
Account for Minor Losses = 3%
Equiv Length (ft) = 60
Connection Point: Manifold Force Main
Pump Station Piping Data
Design Pump Rate (gpm) =
Pick Wet Well & Valve Vault Piping Size (in) =
Velocity (fps) =
Meets Minimum Velocity Requirement?
Meets Maximum Velocity Requirement?
300
6
3.40
OK > 2 FPS
OK < 8 FPS
Item
Number of Fittings
LID Ratio
Equivalent Length
45 bend
90 bend
11.25 bend
Branch Tee Flow
Check valve
Ball Valve
0
18
0.00
2
30
30.00
0
7
0.00
1
60
30.00
1
135
67.50
2
22
22.00
0.00
0.00
0.00
Equivalent Fitting Length (ft) —
Wet Well & Valve Vault Piping Length (ft) =
Total Equivalent Pump Station Pipe Length (ft) —
Equivalent Pump Station Pipe Diameter Length (ft) =
150
405
555
555
Total Equivalent Force Main Length (ft) =
614
model
includes 6"FM up to
connection to 8" Central FM

Pump Selection
Force Main Diameter (in) =
6
Equivalent Force Main Length (ft) =
614
Hazen -Williams C Factor =
130
Minimum Required Pump Rate (GPM) -
229
Design Pumping Rate (GPM) =
300
GpM
Pressure Head
at Connection
"All On" (feet)
Pressure Head at
Connection
"Only Proposed
Pump Station
On" (feet)
Static Head
(feet)
"All On"
TDH (feet)
"Only
Proposed
Pump Station
On" TDH
(feet)
Velocity (fps)
Pump Head
(feet)
0
131.5
82
13.25
145
95
0.0
176
100
131.5
82
13.25
145
96
1.1
167
200
131.5
82
13.25
147
98
2.3
157
300
131.5
82
13.25
150
100
3.4
150
400
131.5
82
13.25
153
104
4.5
143
500
131.5
82
13.25
157
108
5.7
136
600
131.5
82
13.25
163
113
6.8
131
700
131.5
82
13.25
168
119
7.9
125
745
131.5
82
13.25
171
122
8.5
123
S00
131.5
82
13.25
175
I261
9.1
120
900
131.5
82
t3.25
182
1331
10.2
115
Pump Manufacturer: Barnes
Model Number: 14XESHMB50044
Impeller Diameter: 1.310 in in
Horsepower: 50
Voltage: 460v 3phase

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Station Operation Check
Proposed Operational Point
300 GPM @ 150 TDI I
Check Wet well Cycle Times
Wet well
Wet well
Wet well
Wet well
Diameter
Area
Cycle
Volume
(feet)
(gal 1 VF)
(ft)
(gal)
8.0
376
2.3
846
Fill = Wet well Volume = 15.5 minutes
ADF
Run = Wet well Volume — 3.4 minutes
Pump Rate - ADF
Total = 18.9 minutes
Cycle Time = 3.2 Cycles 1 Hour
Meets Minimum Cycle Time? OK
Meets Maximum Cycle Time? OK

Station Operation Check
Proposed Operational Point No. 2
745 GPM @ 123 TI.)I I
Check Wet well Cycle Times
Wet well
Wet well
Wet well
Wet well
Diameter
Area
Cycle
Volume
(feet)
(gal 1 VF)
(ft)
(gal)
8.0
376
2.3
846
Fill = Wet well Volume = 15.5 minutes
ADF
Run = Wet well Volume — 1.2 minutes
Pump Rate - ADF
Total = 16.7 minutes
Cycle Time = 3.6 Cycles 1 Hour
Meets Minimum Cyele Time? OK
Meets Maximum Cycle Time? OK

Valve Vault Buoyancy Calculations
Vault Outside Length
Vault Outside Width
Vault Inside Length
Vault Inside Width
Vault Top Slab Elevation
Vault Invert Elevation
Extended Base length
Extended Base Slab Thickness
Top Slab Thickness
Hatch Length
Hatch Width
7.00
Feel
Feet
Feet
Feet
Feet
Feet
Feet
Feet
Feet
7.00
6.00
6.00
11.74
6.49
0.50
0.67
0.83
3.00
5.00
Calculate Total Volume of Vault Structure
Volume of Vault Riser Sections
257.3
lcf
Volume of Vault Extended Base=
42.7
cf
Total Volume of Vault Structure=
299.9
jcf
Calculate Total Volume of Water Displaced
H2O Displaced = (Volume of Vault Structure) * (62.4 lbs/cf)
H2O Displaced= 18715 lbs
Calculate Weight of Vault Components
Section
Total Vol
(Cu. Ft)
'Weight
Top Slab (Minus Batch Area)
28.3
3967
Miser
57.4
8038
Base Slab
42.7
5973
Totals=
128.4
17978
Total Weight of Concrete in Vault= 17978 lbs.
Calculate Submerged Weight of Soil Above Extended Base/Footing
Total Area of Extended Base
Total Area of Wet well Riser
Area of Extended Base less Vault
Height of Soil Above Extended Base
Volume of Soil Above Extended Base
Weight of Soil Above Extended Base (es(imated)
Total Weight of Soil Above Extended Base
Flotation Protection Required?
641 sf
491 sf
501lbslcf
33131 lbs/cf
Weight of Concrete and Weight of Soil Above Extended Base: 21291 lbs
Weight of Water Displaced By Vault: 18715 lbs
Flotation Protection Required? NO

Wet Well Buoyancy Calculations
Wet well Outside Dimensions
Wet well Inside Dimensions
Wet well Top Slab Elevation
Wet well Invert Elevation
Extended Base Slab Diameter
Extended Base Slab Thickness
Top Slab Thickness
9.00
Feet
Feet
Feet
Feet
Feet
Feet
Feet
8.00
11.74
-8.00
11.00
0.67
0.83
Calculate Total Volume of Wet well Structure
Volume of Wet well Riser Sections=
1255
jef
Volume of Wet well Extended Base—
63
jcf
Total Volume of Wet well Stricture=
1318
jef
Calculate Total Volume of Water Displaced
H2O Displaced � (Volume of Wet well Structure) * (62.41bs/ef)
H2O Displaced= 82274 lbs
Calculate Weight of Wet well Components
Section Total Ht Weight
Top Slab Thickness (ft.)
0.83
7422
Riser - Total Vertical Ft.
19.74
36899
Base Slab Thickness (ft.)
0.67
8870
Totals—
21.24
53191
Total Weight of Concrete in Wet well— 53191 lbs,
Calculate Submerged Weight of Soil Above Extended Base/Footing
Total Area of Extended Base
Total Area of Wet well Riser
Area of Extended Base less Wet well
Height of Soil Above Extended Base
Volume of Soil Above Extended Base
Weight of Soil Above Extended Base (estimated)
Total Weight of Soil Above Extended Base
95
sf
sf
sf
ft
of
lbs/cf
lbs/cf
64
31
19
604
50
30222
Flotation Protection Required?
Weight of Concrete and Weight of Soil Above Extended Base 83413 lbs
Weight of Water Displaced By Wet Well; 82274 lbs
Flotation Protection Required? NO

Wastewater Pump Station
Force Main
Design Calculations
Park Avenue PS
Project Name: Sewer Line and Lift Station Replacement
Location: Southport, NC
Designed By: DK
Checked By: RDB
Date: 04/03/24
Project no.: 20220972.00.WL

Design Pumping Flow Rate
Peaking Factor Calculation
Service Area Population —
150
Peak Factor =
18 + �P
4+P
Calculated Peak Factor =
4.2
Design Peak Factor =
4.2
Determine Minimum Pump Rate
Average Daily Flow =
78,139
GPD
Peak Flow =
327482
GPD
Minimum Purnping Rate Require =
227
GPM
Design Pumping Rate =
315
GPM
Estimated
Source: PS tofalixar data spanning March
2022 to August 2022 provided by the Cih•
of Southport
Currud PSpennined capacitr is 300
gpnr, new rate proposed io greet 2 ft/s
scour in S" FAJ

Cycle 'rime & Wet Well Geometry
:• •
Target Cycles Per Hour
ADF = 54 gpm
Pumping Rate = 315 gpm
Time = 24.0 mm.
Cycles Per Hour = 2.5
Cheek Cycles Per Hour. OK
Check Cycles Per Hour: OK
Determine Wet well Diameter
Required Volume =
Pick Wet Well Diameter =
Pick Wet Well Cycle =
Volume in Cycle =
1078
Gallons
Ft
Vert. Ft
Gallons
12.0
1.25
1057
Vertical Datum Used: NAVD 88
Determine Wet Well Invert & Float Elevations
Wet well Dia. = 12.0 Ft
*As required for complete submergence
1.97
-2.00
-3.25
-4.50

Force Main & Piping Design
I Off -Site Force Main Data I
Design Punip Rate (gpm) = 315
Select Force Main Size (in) = 8 (Average ID of FM)
Velocity (fps) = 2.01
Meets Minimum Velocity Requirement? rOK
K
Meets Maximum Velocity Requiran+ent?
Line Length (ft) =1 9,06Q
Account for Minor Losses — 1%
E(iuiv Length 01) = 9,151
Connection Point: ManifoId Force Main
Pump Station Piping Data
Design Pump Rate (gpm) =
Pick Wet Well & Valve Vault Piping Size (in) =
Velocity (fps) =
Meets Minimum Velocity Requirement?
Meets Maximum Velocity Requirement?
315
8
2.01
OK > 2 FPS
OK < 8 FPS
Item
Number of Fittin s
LID Ratio
Equivalent Len th
45 bend
90 bend
11.25 bend
Branch Tee Flow
Check valve
Plug Valve
0
18
0.00
2
30
40,00
0
7
0,00
1
60
40.00
1
l35
90.00
2
22
29.33
0.00
0.00
0.00
Equivalent Fitting Length (ft) —
Wet Well & Valve Vault Piping Length (ft) =
Total Equivalent Pump Station Pipe Length (fl) =
Equivalent Off -Site Diameter Length (ft) =
199
20
219
219
Total Equivalent Force Main Length (ft) =
9370
8"force main under separate project

Pump Selection
Force Main Diameter (in) =
8
Equivalent Force Main Length (ft) =
9370
Hazen -Williams C Factor =
130
Minimum Required Pump Rate (GPM) =
227
Design Pumping Rate (GPM) =
315
GpM
Pressure Head
at Connection
"All On" (feet)
Pressure Head at
Connection
"Only Proposed
Pump Station
On" (feet)
Static Head
(feet)
"Ali On"
TDH (feet)
"Only
Proposed
Pump Station
On" TDH
(feet)
Velocity (fps)
Pump Head
(feet)
0
19.8
8.5
22.25
42
31
0.0
80
100
19.8
8.5
22.25
44
33
0.6
73
200
19.8
8.5
22.25
51
40
L3
66
300
19.8
8.5
22.25
61
49
1.9
62
315
19.8
8.5
22.25
62
51
2.0
62
380
19.8
8.5
22.25
1
P90
59
2.4
59
500
19.8
8.5
22.25
78
3.2
54
Pump Manufacturer: I Barnes
Model Number: 4XESCDG150N4
Impeller Diameter: 1 220 mni
Horsepower: 15
Voltage: 460v 3pl�ase

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Station Operation Check
Proposed Operational Point
315 GPM @ 62 TDH
Check Wet well Cycle Times
Wet well
Wet well
Wet well
Wet well
Diameter
Area
Cycle
Volume
(feet)
(gal / VF)
(ft)
(gal)
12.0
846
1.3
1057
Fill Wet well Volume = 19.5 Minutes
ADF
Run = Wet well Volume = 4.1 minutes
Pump Rate - ADF
Total — 215 minutes
Cycle Time = 2.5 Cycles / Hour
Meets Minimunn Cycle Time? OK
Meets Maximum Cycle Time? OK

Station Operation Check
Proposed Operational Point No. 2
380 GPM @ 59 TDI
Check Wet well Cycle Tines
Wet well
Wet well
Wet well
Wet well
Diameter
Area
Cycle
Volume
(feet)
(gal / VF)
(ft)
(gal)
12.0
846
1.3
t057
Fill — Wet well Volume — 19.5 minutes
ADF
Run = Wet well Volume = 3.2 ininutes
Pump Rate - ADF
Total = 22.7 minutes
Cycle Time 2.6 Cycles / Hour
Meets Minimum Cycle Time? OK
Meets Maximum Cycle Time? OK

Valve Vault Buoyancy Calculations
Vault Outside Length
Vault Outside Width
Vault Inside Length
Vault Inside Width
Vault Top Slab Elevation
Vault Invert Elevation
Extended Base length
Extended Base Slab Thickness
Top Slab Thickness
Hatch Length
Hatch Width
7.00
Feet
Feet
Feet
Feet
Feet
Feet
Feet
Feet
Feet
9.00
6.00
8.00
10.79
5.37
1.00
0.67
0.83
3.00
5.00
Calculate Total Volume of Vault Structure
Volume of Vault Riser Sections=
341.5
jef
Volume of Vault Extended Base=
66.3
cf
Total Volume of Vault Structure=
407.8
jcf
Calculate Total Volume of Water Displaced
H2O Displaced = (Volume of Vault Structure) * (62.4 lbs/cf)
H2O Displaced— 25446 lbs
Calculate Weight of Vault Components
Section
Total Vol
(Cu. Ft)
Weight
Top Slab (Minus Hatch Area)
40.0
5600
Riser
68.8
9632
Base Slab
66.3
9286
Totals=
175.1
24518
Total Weight of Concrete in Vault— 24518 lbs.
Calculate Submerged Weight of Soil Above Extended Base/Footing
Total Area of Extended Base
99
sf
Total Area of Wet well Riser-
63
sf
Area of Extended Base less Vault
36
sf
Height of Soil Above Extended Base
4.59
ft
Volume of Soil Above Extended Base
165
cf
Weight of Soil Above Extended Base (estimated)
50
]bs/cf
Total Weight of Soil Above Extended Base
8256
]bs/cf
Flotation Protection Required?
Weight of Concrete and Weight of Soil Above Extended Base 32774 lbs
Weight of Water Displaced By Vault: 25446 lbs
Flotation Protection Required? NO

Wet Well Buoyancy Calculations
Wet well Outside Dimensions
13.00
Feet
Wet well Inside Dimensions
12.00
Feet
Wet well Top Slab Elevation
10.79
Feet
Wet well Invert Elevation
-7.00
Feet
Extended Base Slab Diameter
17.00
Feet
Extended Base Slab Thickness
0.67
Feet
Top Slab Thickness
0.83
Feet
Calculate Total Volume of Wet well
Structure
Volume of Wet well Riser Sections=
2360
jcf
Volume of Wet well Extended Base=
152
of
Total Volume of Wet well Structure—
2512 1
of
Calculate Total Volume of Water Displaced
H2O Displaced = (Volume of Wet well Structure) * (62.4 lbs/cf)
H2O Displaced 156756 lbs
Calculate Weight of Wet well Components
Section Total Ht Weight
Top Slab Thickness (ft.)
0.83
15485
Riser - Total Vertical Ft.
17.79
48903
Base Slab Thickness (ft.)
0.67
21291
Totals=
19.29333
85679
Total Weight of Concrete in Wet well= 85679 lbs.
Calculate Submerged Weight of Soil Above Extended Base/Footing
Total Area of Extended Base
227 sf
Total Area of Wet well Riser
133 sf
Area of Extended Base less Wet well
94 sf
Height of Soil Above Extended Base
17 ft
Volume of Soil Above Extended Base
1630 of
Weight of Soil Above Extended Base (estimated)
50 lbslcf
Total Weight of Soil Above Extended Base
81477 Ibs/ef
Flotation .Protection Required?
Weight of Concrete and Weight of Soil Above Extended Base 167156 lbs
Weight of Water Displaced By Wet Well 156756Ibs
Flotation Protection Required? NO

Water Resources
ENVIFIONMENTAL OVALITY
March 26, 2018
Mr David H Fox, Public Works Director
City of Southport .
1029 N Howe Street
Southport, NC 28461
Subject Permit No WQCS00137
City of Southport
City of Southport Collection System
Brunswick County
Dear Mr Fox.
ROY COOPER
Gote mo!
MICHAEL S REGAN
Sauelar)
LINDA CULPEPPER
Inca un do ecra
In accordance with your application received February 26, 2018, we are forwarding herewith Permit No
WQCS00137, dated March 26, 2018, to the City of Southport forthe operation and maintenance of the subject
wastewater collection system
This permit shall be effective from March 26, 2018 until March 1, 2026 and 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 special conditions
Changes have been made to the boiler plate language of the permit Most of the changes are for clarification
purposes, however Condition 1(3) has been removed The Department of Environmental Quality (DEQ)
believes that condition was included erroneously in previous permits It was included based on proposed
rulemaking by EPA which was never promulgated and, in the continued absence of Federal regulations, DEQ
lacks authority to include such language in a permit DEQ will continue to exercise enforcement discretion
when evaluating sanitary sewer overflows that may be considered to be beyond the reasonable control of the
Permittee. A highlighted copy of the permit identifying the changes made Is available at:
htt ncdenr s3 amazonaws com s3fs-
public/Water%20Quahty(Surface%20Water%20Protection/PEEZCS/WCS%20(Collection%20System)/Updated
%20WQCS%20Template%2015.05.18%20(highlighted).Pdf
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 I 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.
1617 Mad Service Center, Raleigh, North Carolina 27699-1617
Phone [phone] Internet www ncwaterquality org
An Equal Opportunity 1Aflirmallve Action Employer— Made in part by recycled paper

City of Southport Collection System
March 26, 2018
A discharge of wastewater to the environment from the Permittee's wastewater collection system prior to
reaching the wastewater treatment facilities is referred to herein as a Sanitary Sewer Overflow (SSO) The
evaluation of enforcement options after an SSO will be determined considering all relevant information
available or requested of the Permittee Compliance with all conditions of the permit as well as all statutes
and regulations pertaining to the wastewater collection system must be maintained or appropriate
enforcement actions may be taken as noted in Condition Vl(2).
A reportable SSO is an SSO greater than 1,000 gallons to the ground or an SSO of any amount that reaches
surface water (including through ditches, storm drains, etc ) Reporting requirements including the required
verbal report and written report to the appropriate regional office are referenced in Condition IV(2). Form
CS-SSO can be downloaded from the SSO Reporting area at
http•//ncdenr.s3.amazonaws com/s3fs-
public/Water%20Quality/Surface%20Water•©20Protection/PERCS/WCS%20(SSO%20Documents)/CS-
SSO(2015) doc
A notice of deficiency (NOD), notice of violation (NOV), civil penalty, and/or a moratorium on the addition of
waste to the system may be issued if adequate justification for an SSO is NOTsubmitted to the regional office
In order to submit a claim for justification of an SSO, you must use Part II of form CS-SSO with additional
documentation as necessary DWR 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
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 request must be in the form of a written petition, conforming to Chapter 150E 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 the appropriate regional office If you need additional
information concerning this permit, please contact Steve Lewis at [phone].
Sincerely,
for Linda Culpepper
Interim Director, Division of Water Resources
by Deborah Gore, Supervisor
Pretreatment, Emergency Response, Collection System Unit (PERCS)
enclosure Permit No WQCS00137
cc Wilmington Regional Office, Water Quality Regional Operations
West Brunswick WWTF
Water Resources Central Files -- WQCS00137 (electronic)
Maureen Kinney, NC Operators Certification Program (electronic)
PERCS Files (electronic)

STATE OF NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENTAL QUALITY
SYSTEMWIDE 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 the
City of Southport
WQCS00137
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, 30 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 February 26, 2018,
and in conformity with the documents referenced therein and othersupporting data subsequently filed and
approved by the Department of Environmental Quality and considered a part of this permit
This permit shall be effective from March 26, 2018 until March 1, 2026, and shall be subject to the following
specified conditions and limitations -
Page 1 of 7

1. PERFORMANCE STANDARDS
1. The sewage and wastewater collected by this system shall be treated in the properly permitted
Wastewater Treatment Facility identified in the permit application and documented in the Division's
database [15A NCAC 02T 01OS (b)]
The wastewater collection system shall be effectively managed, maintained and operated at all times
to prevent discharge to land or surface waters, and to prevent any contravention of groundwater
standards or surface water standards In the event that the wastewater collection system fails to
perform satisfactorily, including the creation of nuisance conditions, the Permittee shall take immediate
actions as per the Response Action Plan (Condition II(9)), as well as any actions that may be required by
the Division of water Resources (Division), such as the construction of additional or replacement sewer
lines and/or equipment [15A NCAC 02T .0108 (b))
3. The Permittee shall establish by ordinance, inter -local agreement or contract 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 1(4). [G S 143-215 913, G.S 143-215 1(f)(1)]
4 The Permittee shall develop and implement an educational fats, oils and grease program that shall
include at least semiannual 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 enforcement program pertaining to fats, oils and grease
[15A NCAC 02T .0108 (b)]
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 [G S 143-215.913]
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 or valved emergency pumping connections are allowable for portable pumping or
rerouting without intentionally bypassing the wastewater treatment facility.
[15A NCAC 02T 0108 (b)]
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. The
permittee shall provide justification for delay in initiating the process for repair or replacement at the
Division's request. If the pump in a simplex pump station 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 fails, it shall be replaced immediately [15A NCAC 02T 0305 (h) (1)]
Page 2 of 7

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 [15A NCAC 02T .0305 (h) (2)]
9 Pump station sites, equipment and components shall have restricted access.
115A NCAC 02T .0305 (h) (4)]
10 Pump stations that do not employ an automatic polling feature (i a 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
[15A NCAC 02T 0305 (h) (1)]
11 For all newly constructed, modified and rehabilitated pump stations, all equipment and components
shall be sealed within a corrosion -resistant coating or encasement to the extent practicable and
equivalent to the minimum design criteria unless the permittee can demonstrate it is not practicable
or another form of corrosion resistance is employed [15A NCAC 02T 0108 (b)]
11. 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 Back -Up
ORC, and shall comply with all other conditions of 15A NCAC 8G 0204.
[15A NCAC 08G .0200 et seq.]
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) [15A NCAC 02T 0108 (b)]
3 The Permittee shall develop and adhere to a schedule for testing emergency and standby equipment.
115A NCAC 02T .0108 (b)]
4 The Permittee shall develop and implement a routine pump station inspection and maintenance
program which shall include 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, and
d Verifying the proper operation of the alarms, telemetry system and auxiliary equipment.
[15A NCAC 02T 0108 (b)]
Page 3 of 7

5 For each pump station without pump reliability (Le 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 [15A NCAC 02T 0305 (h) (1) (A)]
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 budding, unless the
Permittee has the abilityto purchase and install a replacement pump within 24 hours of first knowledge
of the simplex pump failure or within the storage capacity provided in a sewer line extension permit.
[15A NCAC 02T .0108 (b)]
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. [15A NCAC 02T .0108 (b)]
The Permittee shall assess cleaning needs, and develop and implement a program for appropriately
cleaning, whether by hydraulic or mechanical methods, the wastewater collection system At least 10
percent of the gravity 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. [15A NCACO2T.0108 (b)]
9 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 restoration and clean up materials; and
h. Post-SSO assessment.
[15A NCAC 02T .0108 (b)]
10. The Permittee, or their authorized representative, shall conduct an on -site evaluation for all SSOs as
soon as possible, but if feasible no more than two hours after first knowledge of the SSO. The Permittee
shall document in its 5-day report why it was unable to initially respond to any SSO location within two
hours. [15A NCAC 02T .0108 (b)]
11 In the event of an SSO or blockage within the wastewater collection system, the Permittee shall restore
the system operation, remove visible solids and paper, restore any ground area and restore the
surroundings. [15A NCAC 02T .0108 (b)]
III. RECORDS
1. Records shall be maintained to document compliance with Conditions 1(4), 11(2)-11(4), II(7) - II(8),1V(3)
and V(1) -V(4) Records shall be kept on file for a minimum of three years [15A NCAC 02T .0108 (b)]
Page 4 of 7

2 The Permittee shall maintain adequate records pertaining to SSOs, and SSO or wastewater collection
system complaints for a minimum of three years. These records shall include, but are not limited to,
the following information
a Date of 550 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 550;
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.
[15A NCAC 02T 0108 (b))
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, and each pump station identification, location and capacity [15A
NCAC 02T 0108 (b)]
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 [15A NCAC 02T 0108 (b)]
IV. MONITORING AND REPORTING REQUIREMENTS
1. In the event of an SSO the Division may require monitoring that is necessary to ensure surface water
and groundwater protection and an acceptable sampling and reporting schedule shall be implemented
[15A NCAC 02T .0108 (c)]
2 The Permittee shall verbally report to a Division of Water Resources staff member at the Wilmington
Regional Office, at telephone number (910) 796-721.5 as soon as possible, but in no case more than 24
hours following first knowledge of the occurrence of the following circumstances within the collection
system which is under the Permittee's ownership or maintained and operated by the Permittee through
a perpetual legal agreement.
a Any SSO and/or spill over 1,000 gallons to the ground; or
b. Any SSO and/or spill, regardless of volume, that reaches surface water.
Voice mail messages orfaxed information shall not be considered as the initial verbal report SSOs (and
other types of spills) occurring outside normal business hours may also be reported to the Division of
Emergency Management at telephone number [phone] or [phone].
Page 5 of 7

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 business days following first knowledge
of the occurrence This report shall outline the actions taken or proposed to ensure that the problem
does not recur [G S. 143-215.1C(a1)]
3 The Permittee shall meetthe annual reporting and notification requirements provided in North Carolina
General Statute §143-215.1C
V. INSPECTIONS
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. [15A NCAC 02T 0108 (b)]
Pump stations that are not connected to a telemetry system (i e., remote alarm system) shall be
inspected by the permittee or its representative everyday (i e , 365 days per year) Pump stations that
are connected to telemetry shall be inspected at least once per week [15A NCAC 02T 0108 (b)]
3 A general observation by the permittee or its representative of the entire wastewater collection system
shall be conducted at least once per year [15A NCAC 02T 0108 (b)]
4 Inspections of all high priority lines (i a 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 [15A NCAC 02T 0108 (b)]
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 [15A NCAC 02T 0104, G S 143-215 1(d)(3)]
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 [15A NCAC 02T 0104]
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. [G.S. 143-215 1(b)]
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 or as needed to address changes in federal regulations with respect to the wastewater
collection system, in accordance with required procedures [G S. 143-215.1(b)(4)]
Page 6 of 7

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
[15A NCAC 02T .0110 (4)]
6 The Permittee shall file an application for renewal of this permit at least six months prior to the
expiration of this permit Upon receipt of the request, the Director 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 Director may deem appropriate [15A NCAC
02T .01091
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 of any changes to the name
and/or address of the responsible party (i.e. mayor, city/town manager) of the wastewater collection
system [15A NCAC 02T 0106 (c)]
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
[15A NCAC 02T .0110 (3)]
9 The Permittee or their authorized representative shall have available a copy of this permit to present
upon request by any duly authorized officer, employee, or representative of the Division
[15A NCAC 02T ,0104]
VII. SPECIAL CONDITION
1 This permit shall become voidable unless the agreement between the City of Southport and the West
Brunswick WWTF (WQ0023693) for the collection and final treatment of wastewater is in full force and
effect. [15A NCAC 02T 0108 (b); 15A NCAC 02T 0304 (h)]
Permit issued this the 2611 of March, 2018
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
QAr6lt-4 Ao-L�
for Linda Culpepper
Interim Director, Division of Water Resources
By Authority of the Environmental Management Commission
by Deborah Gore, Pretreatment, Emergency Response, Collection System Unit Supervisor
Division of Water Resources, NCDEQ
Page 7 of 7

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