WQ0044703_Narrative_20230801

11w4p, I ENDINEEAS PLANNERS SURVEYORS LANDSCAPE ARCHITECTS
fivers
& ASSOCIATES, INC.
RECENEWNGDENRIDwR
MEMORANDUM
0
TO: DWR — Washington Regional Office 'AUG - 2023
CC: Anthony Bowers; Assistant Town Manager Water Operations
RegionalSec t
M. Blaine Humphrey, P.E., Rivers and Associates Washington Regional office
FROM:. Stephen Reece; E.I.
DATE: July 31, 2023
SUBJECT: Fast -Track Application Narrative
Q
Town of Winterville — Sanitary Sewer Pump Station Rehabilitation 2020
File 2020068 D
The purpose. of this memorandum is to provide a narrative of the Town of Winterville's proposed
Sanitary- Sewer Pump Station Rehabilitation project to accompany the project's Fast -Track
0
Application.
The major items of work for this project submitted for review under the Fast Track permitting.
program include rehabilitation/replacement of four (4) aged sewer pump stations in.the Town of
Winterville. Chapman Street Pump Station improvements includes construction of a new 1,325 .
GPM submersible sewage pump. station, installation of new electrical equipment, relocation of j
existing emergency generator, 35 LF of 8-inch DIP force main, and 4,500 LF of 12-inch PVC force�N�� 1 j
main. Robinson Heights rump Statioai improvements includes replacemen o e electrical gear 9
and addition of an automatic transfer switch.- Winterville Cr2Uin2 Pump Station will be abandoned
and flow diverted via 860. LF. of new 10" and 15" PVC gravity sewer. The ZTrc Street u ap 3 �.
Stan improvements includes construction of a new 1,511 GPM submersible sewage pump
station, electrical modifications, and 3,000 LY of 12-inch PVC. force main. p�P4
�I94&hp
> . This project is intended to provide improvements to the Winterville Sanitary Sewer System by
increasing pumping capacity of the Chapman and Church Street Pump Stations which are
inadequate to support the current demand and nominal population growth. The. Chapman Street
Pump Station is over fifty years old and the existing dual 6" force mains will need to .be upsized
to 12". to support the expected growth. Recent flow data and proposed development in the service
area of the Church Street Pump Station has indicated the pump station will exceed the current
available capacity. Additionally,,the:existing 8" force main. is currently undersized for the existing -
flow and will need .to be increased to handle the proposed flow from the pump station.
The 401 Water Quality Certification is currently pending.. -
107 E: Second Street, Greenville, NC 27858 PO Box 929, Greenville, NC 27835 Phone: [phone] Fax: [phone]
NCBELS Lic. No. F-0334 www.rlversandassoclates:corn NCBOLA Lic. No. C-312

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Dh4slon of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 06-21 & SUPPORTING DOCUMENTATION
Application Number: QQ 1"'y 190 3 (to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Town of Winterville (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership
❑ Federal ❑ State/County ® Municipal
3. Signature authority's name: Terri'Parker per 15A NCAC 02T .0106(b)
Title: Town Manacer
4. Applicant's mailing address: 2571 Railroad Street
City: Winterville State: NC Zip: 28590
5. Applicant's contact information:
Phone number. 252 756-2221 Email Address: tern.parker(d),wintervillencxom
M PROJECT INFORMATION:
❑ Privately -Owned Public Utility
❑ Other
1. Project name: S Sewer Pump Station Rehabilitation 2020
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project '
If a modification, provide the existing permit number: WQ00 and issued date:
For modifications, also attach a detailed narrative description as described in Item G of the checklist.
If new construction, but pan of a master plan, provide the existing permit number. WQ00
3. County where project is located: Pitt
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.529053' Longitude:-77.401077'
5. Parcel ID (if applicable): 30879 (or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: M. Blaine Humphrey License Number: 22987
Firm: Rivers & Associates
Mailing address: P.O. Box 929
City: Greenville State: NC Zip: 27835
Phone number: 252 752-4135 Email Address: bhumphrey(d',riversandassociates.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Contentnea Metropolitan Sewerage District WWTP Permit Number. NC0032077.
Owner Name: Contentnea Metropolitan Sewer eat
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQCS00117
2. Downstream {Receiving) Sewer Information: 12 inch ❑ Gravity M Force Mani
3. System Wide Collection System Permit Number(s) (if applicable): WQCS00117
Owner Name(s): Town of Winterville
FORM: FTA 06-21
Pagel 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 ® N/A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: DEV) been attached?
❑ Yes [—]No ® N/A
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: 80 % Domestic 20 % Commercial 0 % Industrial (See 15A NCAC 02T .0103 (20))
If Industrial, is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Hasa flow reduction been approved under 15A NCAC 02T .0114(fl? ❑ 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 a,b
No. of Units
Flow
N/A
gal/
0 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
0 GPD
a See 15A NCAC 02T .0114(b), (d), (e)(1) and (e)(2) for caveats to wastewater design flow rates (i.e., minimum flow per
dwelling; 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 .0114(c), design flow rates for establishments not identified [in table 15A NCAC 02T.01141 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)
➢ 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 information indicating the approximate timeframe for permitting upstream sewers with flow.
❑ Flow has already been allocated in Permit Number: Issuance Date:
® Rehabilitation or replacement of existing sewers with no new flow expected
❑ Other (Explain):
FORM: FTA 06-21 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
10
178
PVC
12
115.08
PVC
15
676
PVC
18
10
PVC
➢ Section II & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
➢ Section III contains information related to minimum slopes for gravity sewer(s) ;
➢ Oversizing lines .to meet minimum slope requirements is not allowed and a violation of the MDC
VIM 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
1. Pump station number or name: Chapman Street Pump Station,
2. Approximate Coordinates (Decimal Degrees): Latitude: 35.532881' Longitude:-77.405978'
3. Total number of pumps at the pump stationf2
3. Design flow of the pump station: 1.908 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): 1,325 gallons per minute (GPM) at 30.5 feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
8
35
RJDIP
12
4475,
PVC/RJPVC
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):
Z Standby power source or ❑ Standby pump
➢ Must have automatic activation and telemetry - 15A NCAC 02T.0305(h)(1)(3)_
➢ Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
Must he 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 15A NCACO2T.0305(hxl)(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 06-21 Page 3 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
10
178
PVC
12
115.08
PVC
15
676
PVC
18
10
PVC
➢ Section 11 & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
➢ Section III contains information 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
1. Pump station number or name: Church Street Pump Station
2. Approximate Coordinates (Decimal Degrees): Latitude: 35.504723' Longitude:-77.407901'
3. Total number of pumps at the pump stati : 2
3. Design flow of the pump station: 2.176"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): 1,511 gallons per minute (GPM) at 97.7 feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
12
2920
PVC/RJPVC
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)(l):
® 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 15A 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 06-21 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(t) & (a)t Z Yes ❑ No
15A NCAC 02T.0305(f1 contains minimum separations that shall be nrovided fur sewer systems:
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below (vertical)
18 inches
Water mains (vertical - water over sewer preferred, including in benched trenches)
18 Inches
2Water mains (horizontal)
10 feet
Reclaimed water lines (vertical - reclaimed over sewer)
18 inches
Reclaimed water litres (horizontal - reclaimed over sewer)
2 feet
"Any private or public water supply source, including any wells, WS-I waters of Class I or
Class H impounded reservoirs used as a source of drinking water, and associated wetlands.
100 feet
"Waters classified WS (except WS-I 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)scor �yt,,pEN
5 feet
Any basement (horizontal)
10 feet
Top slope of embankment or arts of 2 feet or more vertical height gan
10 feet
Drainage systems and inttor drains SUP
5 feet
Any swimming pools
10 feet
Final earth grade (vertical) Opp°
36 inches
➢ If noncompliance with 02T.0305(f) or (M._see Section X.1 of this4*VMff&
' l 5A NCAC M.0305(g).contains alternatives where separations in 02T.0305(fl cannotbeachieved 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 webnase
2. Does this project comply with the minimum separation requirements for water mains? ®Yes 0 No [:]N/A
D If no, please refer to 15A NCAC 18C.0906(fl for documentation requirements and submit a separate document,
signod/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-conformance.
D See the Division's draft sotraraflon renuirements 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 buiferrules? ® Yes Basin name; Non" ❑ 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/individnal permits ® Yes ❑ No
or 401 Water Quality Certifications?
➢ Please provide the permit number/pemrit:ing status in the cover letter if coverage/autrbrization is required.
6. Does project comply with 15A NCAC 02T.0105(c)(6) (additional pemhits/certificatlons)? 2 Yes E 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, stormwater management plans, etc.).
7. Does this project include any sewer collection lines that are deemed "high -priority?" El 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 sispended through interferenee/eonflict boxes regafre a variance approval.
➢ If yes, include an attachment with details for each litre, including type (aerial line, size, material, and location).
High priority lines shall be inspected by the permittee or its representative at least once every six -months and
inspections documented per 15A NCAC 02T.0403(a)(5) or the permittee's indWidual System -Wide Collection permit.
FORM: FTA 06-21 Page 4 of 5

X. CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC 02T, the Minimum Design Criteria for the Permitting of Pump Stations
Land 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 proiects requiring a variance approval may be subiect to longer
review times For proiects requiring two or more variances or where the variance is determined by the Division to be a
significant portion of the proiect, the full technical review is required.
2. Professional Engineer's Ce cation,
I, attest that this application foj, A1�
(Pn a onal F�pineerfic on Item IM 1.) (Project Name from Application Item IL 1) JbCMW
94 Al
has been reviewed by me and is accurate, complete and consistent with the information supplied in the p-
specifications, engineering calculations, and all other supporting documentation to the best of my knowledge, I firer
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 version), 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 143-215.613, 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. Misrepresentation of the application
information, including failure to disclose any design non-compliance with the applicable Rules and design criteria, may subject
the North Carolina -licensed Professional Engineer to referral to the licensing board. (21 NCAC 56.0701)
North Carolina Professional Engineer's seal signature, and date: i ��CA OT/���
'ASS •
22967 ?fL
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11114/NEH\3M
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3. Applicant's Certification per .15A NCAC 02T .0106(b):
I, Terri Parker , attest that this application for Sg1ftM Sewer Pump Station Rehabilitation 2020
(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.
Signature:
FORM: FTA 06-21 Page 5 of 5

AUG -1 2023 State of North Carolina
Department of Environmental. Quality
DWR -.901 Water oualrry Division of Water Resources
Re9forW CAMSEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources INSTRUCTIOM A 06-21 & 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 meets the requirements of 15A NCAC 02T and the Division's
Minimum Design Criteria (Gravity 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 021.0303.
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 `vet 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.
C. Application Fee (All New and Modification Application Packages):
® Submit a check or money order in the amount of $480.00, 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 05-21):
® 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 L2 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 1.2 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.
® The Applicant's Certification. on Page 5 of the application shall be signed 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).
INSTRUCTIONS FOR FORM: FTA 06-21 &. SUPPORTING DOCUMENTATION ` Pagel of 3

E. Flow Tracking/Acceptance Form (Form: FTSE 04-16) (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 llSGS 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 be listed in
the final permit.
H. Power Reliability Plan (Required if portable reliability option utilized for Pump Station):
❑ Per 15A NCAC 02T .0305(h(l), 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)
I. Certificate of Public Convenience and Necessity (All Application Packages for Privately -Owned Public Utilities):
❑ Per 15A NCAC 02T .0115(a)(l) 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.
J. Operational Agreements (Applications from HOA/POA and Developers for lots to be sold):
El Home/Properiy 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 Incorporation, 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 05-21 & 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 Reglonal 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
Ralelph Regional Office
3800 Barrett Drive
Chatham, Durham, Edgecombe, Franklin,
Water Quallty 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, Pender
[phone]
[phone] Fax
Winston-Salem Regional Office
450 W. Hanes Mill Road
Alamance, Alleghany, Ashe, Caswell, Davidson,
Water Quality Section
Suite 300
Davie, Forsyth, Guilford, Rockingham, Randolph},
Winston-Salem, North Carolina 27105
Stokes, Surry, Watauga, Wilkes, Yadkin
[phone]
[phone] Fax
INSTRUCTIONS. FOR FORM: FTA 05-21 & SUPPORTING DOCUMENTATION Page 3 of 3