WQ0044703_Fast Track - MOD_20240304

State of North Carolina
Department of Environmental Quality
DWR. Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Dlvislon of Water Resources FIFA 10-23 & SUPPORTING DOCUMENTATION
Application Number: D Vq 1 10 3 )�to bcompleted by DWR)
All items must be completed or the application will be returned
L APPLICANT INFORMATION:
1. Applicant's name: Town of Winterville (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: Terri Parker per 15A NCAC 02T .0106(b)
Title: Town Manager
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: terri.parker(d�wintervillenc.com
H. PROJECT INFORMATION:
1. Project name: Sanitary Sewer Pump Station Rehabilitation 2020
2. Application/Project status: ❑ Proposed (New Permit) ® Existing Permit/Project ❑ ARPA funded
If a modification, provide the existing permit number: WQ0044703 and issued date: September 18, 2023,
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: 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, Inc.
Mailing address: P.O. Box 929
City: Greenville State: NC Zip: 27835-
Phone number: 252 752-4135 Email Address: bhumphrey(a),riversandassociates.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Contentnea Metropolitan Sewerage District WWTP Permit Number: NCO032077
Owner Name: Contentnea Metropolitan Sewerage District
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQCS00080
2. Downstream (Receiving) Sewer Information: 18 inch N Gravity ❑ Force Main
3. System Wide Collection System Permit Number(s) (if ap licable): WQCS00080
Owner Name(s): Contentnea Metropolitan Sewerage District
FORM: FTA 10-23 Page 1 of 5

VL 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 ❑
6. 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
N/A
gal/
0 GPD
gall
GPD
gal/
GPD
gal/
GPD
gall
GPD
gal/
GPD
Total
GPD
a See 15A NCAC 02T .0114(b), (d), (e)(l) 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 .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 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 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 10-23 Page 2 of 5

VEL 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
VIH. 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 station: 2
3. Design flow of the pump station: 2.088 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): 1,450 gallons per minute (GPM) at 57 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.l.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(hxl)(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 10-23 Page 3 of 5

VH. 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 H & 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 station: 2
3. Design flow of the pump station: 2,189 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): 1,520 gallons per minute (GPM) at 116.5 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.l.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 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 outagi .
FORM: FTA 06-21 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(i)):
1. Does the project comply with all separations/alternatives found in 15A NCAC 02T .0305(f) & W? ® Yes [-]No
15A NCAC 02T.0305(fl 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
2Water 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-I waters of Class I or
Class II 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(fl or (g), see Section X.1 of this application
*15A NCAC 02T.0305(g) contains alternatives where separations in 02T.0305(1) 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 webpage
2. Does this project comply with the minimum separation requirements for water mains? ® Yes [-]No ❑ N/A
➢ 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-conformance.
➢ 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: Ne s ❑ 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, stormwater 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 permittee or its representative at least once every six -months and
inspections docu7ented per 15A NCAC 02T.0403(a)(5) or the permittee's individual i ystem-Wide Collection permit.
FORM: FTA 10-23 Page 4 of 5

3L CERTIFICATIONS:
1. Does the submitted system comply with l5A NCAC 02T, the Minimum Design Criteria for the Pemlitting of Pump Station
and Force Mains (latest version), and the Gravity Sewer Minimum Design Criteria (latest version) as applicable?
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 projects requiring two or more variances or where the variance is determined by the Division to be a
significant portion of the project. the full technical review is required.
2. Professional Engineer's Certification:
1, M. Blaine Humphrey, P.E. attest that this application for Sanitary Sewer Pump Station Rehabilitation 2020
(Professional Engineer's name from Application Item III, I.) (Project Name from Application Item IL I)
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.version), and the Minimum Desigp 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 $10,000, as well as civil penalties up to $25,000 per violation Misrepresentation of the application
information, including fin -lure 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: ���(H Cq,4
'Q� OF
22887
3. Applicant's Certification per 15A NCAC 02T .0106(b):
I,
Terr,attest that this application for i Parker Sanitary Sewer Pump Station Rehabilitation 2020
(Sigratu a Authority Name from Application Item L3.) (Project Name fivm Application Item IL1)
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 CIass 2 misdemeanor, which may
include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
Signature
aq'� PX'A.
Date:4
7%
FORM: FTA 10-23 Page 5 of 5

91=L'U NCDEN
State of North Carolina
MAR = 4 204-Vepartment of Environmental Quality
DW-.-R Division of Water Resources
SYSTEM EXTENSION APPLICATION
"Dtvision of Water Resources INSTRUCTIONS FHB & 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 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):
N 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 11.1. of the application).
C. Application Fee (All New and Modification Application Packages):
E Submit a check or money order in the amount of S600.00, 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):
® 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 111.1 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(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).
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 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)(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)
I. 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.
J. Operational Agreements (Applications from HOA/POA and Developers for lots to be sold):
❑ HomwProperty 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 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 Renional 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 Retdonal 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
Ralelsah Resaional 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, Pender
[phone]
[phone] Fax
Winston-Salem Regional Office
450 W. Hanes Mill Road
Namance, 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 10-23 & SUPPORTING DOCUMENTATION Page 3 of 3

I•
\ ivers ENGINEERS
& ASSOCIATES, INC.
TO:
CC:
FROM:
DATE:
SUBJECT:
PLANNERS SURVEYORS
MEMORANDUM
DWR — Washington Regional Office
Anthony Bowers, Assistant Town Manager
M. Blaine Humphrey, P.E., Rivers and Associates
Stephen M. Reece, P.E.
February 29, 2024
LANDSCAPE ARCHITECTS
RECEMM/NCDENR/DWR
MAR - 4 2024
Water Quality
Regional OPerations Section
Washington Regional Office
Fast -Track Application Narrative
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
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 1,450
GPM submersible sewage pump station, installation of new electrical equipment, relocation of
existing emergency generator, 35 LF of 8-inch DIP force main, and 4,475 LF of 12-inch
RJPVC/PVC force main. obinson Heights Pump Station improvements includes replacement of
the electrical gear and ad ition of an automatic er switch. Winterville Crossing Pump Station
will be abandoned and flow diverted via 860 LF of new 10" and 15" PVC gravity sewer. The
Church Street Pump Station improvements includes construction of a new 1,511 GPM submersible
sewage pump station, electrical modifications, and 3,000 LF of 12-inch RJPVC/PVC force main.
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.
This is a modification to existing permit WQ0044703 issued September 18, 2023.
107 E. Second Street, Greenville, NC 27858 ■ PO Box 929, Greenville, NC 27835 ■ Phone: [phone] ■ Fax: [phone]
NCBELS Lic. No. F-0334 www.riversandassociates.com NCBOLA Lic. No. C-312

0
ivers
, & ASSOCIATES, INC.
MEMORANDUM
TO: DWR— Washington Regional Office
CC: Anthony Bowers, Assistant Town Manager
M. Blaine Humphrey, P.E., Rivers and Associates
FROM: Stephen M. Reece, P.E.
DATE: February 29, 2024
RECEMM/NCDENRT)WR
MAR s 4 2024
Water Quality
Regional Operations Section
Washington Regional Office
SUBJECT: Fast -Track Application Narrative
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
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 1,450
GPM submersible sewage pump station, installation of new electrical equipment, relocation of
existing emergency generator, 35 LF of 8-inch DIP force main, and 4,475 LF of 12-inch
RJPVC/PVC force main. Robinson Heights Pump Station improvements includes replacement of
the electrical gear and addition of an automatic transfer switch. Winterville Crossing Pump Station
will be abandoned and flow diverted via 860 LF of new 10" and 15" PVC gravity sewer. The
Church Street Pump Station improvements includes construction of a new 1,511 GPM submersible
sewage pump station, electrical modifications, and 3,000 LF of 12-inch RJPVC/PVC force main.
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 -
This is a modification to existing permit WQ0044703 issued September 18, 2023.
107 E. Second Street, Greenville, NC 27858 al PO Box 929, Greenville, NC 27835 ■ Phone: [phone] a Fax: [phone]
NCBELS Lic. No. F-0334 wvvw.dversandassociates.com NCBOLA Llc. No. C-312

I•
ivej- S ENOINEERS PLANNERS SURVEYORS LANDSCAPE ARCHITECTS
& ASSOCIATES, INC. February 29, 2024
RECEIVEDMCDENR/DWR
Mr. David May MAR o 4 2024
NCDEQ — Division of Water Resources
943 Washington Square Mall
Washington, North Carolina 27889 Water Quality
Regional Operations Section
Washington Regional Office
SUBJECT: Town of Winterville — Sanitary Sewer Pump Station Rehabilitation 2020
Fast Track Application and Permitting — Modification (WQ0044703)
Rivers File 2020068-D
Dear Mr. May:
On behalf of the Town of Winterville, we are submitting a Fast Track application for the Sanitary Sewer
Pump Station Rehabilitation 2020 Project. This submittal is a modification to the existing permit
WQ0044703 issued on September 18, 2023. This project will include the replacement of two (2) aged sewer
pump stations, installing two (2) 12" force mains, abandonment of a sewer pump station, pump station
electrical upgrades, manhole repairs/installations, abandoning manholes, installing new sewer pipes, and
abandoning existing sewer pipes with flowable fill. Specifics for the improvements are including in the
Application Narrative.
Enclosed are the following required documents:
• One (1) check in the amount of $600.00 for the application fee.
• Two (2) copies of the project narrative.
• One (1) original and one (1) copy of the executed application form.
• Chapman Street Pump Station FTSE Application for CMSD collection system
• Church Street Pump Station FTSE Application for CMSD collection system
• Winterville Crossing Pump Station FTSE Application for CMSD collection system
• Winterville Crossing Pump Station FTSE Application for the Town of Winterville Collection System
• Three (3) maps showing the location of the proposed facilities to be constructed.
• One (1) original USGS Topographic Map identifying the entire project associated with this Application.
Please be aware that this project will require a Variance. Should you have any questions or if we can provide
any additional information that will provide a favorable review, please do not hesitate to contact our office
at [phone].
espectfully,
Stephen M. Reece, P.E.
Project Engineer
cc: Anthony Bowers, Town of Winterville
Scott Vinson, NCDEQ — Division of Water Resources
M. Blaine Humphrey, P.E., Rivers and Associates
File 2020068-D
P:lMuru7Wintervdle_2020_Sanitary_Sewer_Pump Station_Rehab-20200681ADMIIVID-PermittingwastTrackmodificationwast
Track Cover Letter Modifrcation.docx
107 E. Second Street, Greenville, NC 27858 ■ PO Box 929, Greenville, NC 27835 ■ Phone: [phone] ■ Fax: [phone]
NCBELS Lic. No. F-0334 www.dversandassociates.com NCBOLA Lic. No. C-312

State of North Carolina
Department of Environmental Quality
Division of Water Resources
DlvEslon of Water Resources Flow Traeldng for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation:
Town of Winterville
Project Name for which flow is being requested: SS PS Rehab, 2020- Chapman St.
More than one FTSE may be required for a single project (f the owner of the WJfTP Is not responsible for all pannp
stations along the route of the proposed wastewaterJlow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. VWVTP Facility Name: Contentnea Metropolitan Sewerage District
b. WWTP Facility Permit #: NCO032077
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
All flows are in MGD
3.5
.511
1.585
0.0
2.096
59.9°/a
H. Complete this section for each pump station you are responsible for along the route of this proposed
wastewater flow.
List pump stations located between
the project connection point
and the WWTP:
(A)
(B)
(C)
(D)=(B4-C)
(B)-=(A-D)
Design
Average
Approx.
Obligated,
Total
Pump Pump
Daily
Current
Not Yet
Current Flow
Station Station Firm
Flow**
Avg. Daily
Tributary
Plus
(Name or Permit Capacity, *
(Firm / pf),
Flow,
Daily Flow,
Obligated
Available
Number) No. MGD
MGD
MGD
MGD
Flow
Capacity***
Hwy 11 WQCS00080 7.5
3.0 _
1.263
.419
1.682
1,318
Reedy Br WQCS00080 2.16
.864
.29
.082
.372
.492
* The Firm Capacity (design flow) of any pump station is defined as the maximum pumped flow
that can be achieved with the largest pump taken out of service.
** Design Average Daffy Flow is the firm capacity of the pump station divided by a peaking factor
(pt) not less than 2.5, per Section 2.02(A)(4)(c) of the Minimum Design Criteria.
*** A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the WWTP where the Available Capacity is < 0,
Downstream Facility Name (Sewer): Contentnea Metropolitan Sewerage Distr,
Downstream Permit Number: NCO032077
Page 1 of 6 �
FTSE 10-18

III. Certification Statement;
I Charles M. Smithwick, Jr. certify to the best of my knowledge that the addition of
the volume of wastewater to be permitted in this project has been evaluated along the route to the receiving
wastewater treatment facility and that the flow from. this project is not anticipated to cause any capacity
related sanitary sewer overflows or overburden any downstream pump station en route to the receiving
treatment plant under normal circumstances, given the implementation of the planned improvements
identified in the planning assessment where applicable. This analysis has been performed in accordance
with local established policies and procedures using the best available data. This certification applies to
those items listed above in Sections I and II plus all attached planning assessment addendums for which I
am the responsible party. Signature of this form certifies that the receiving collection system or treatment
works has adequate capacity to transport and treat the proposed new wastewater.
,Signing Official Signaturff Dale
)9)f;w)a- � wh 4#xl 4wo
Title of Signing Official
Page 2 of b j
FTSE 10-18

Dlvlsfon of Water Resources
Entity Requesting Allocation:
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Traeldng for Sewer Extension Applications
(FTSE 10-18)
Town of Wintervilie
Project Name for which flow is being requested: SS PS Rehab 2020-Chu ch St.
More titan one FTSE stay be required for a single project if the owner of the WWTP Is not responsible for all punrp
statlons along the Pottle of the proposed wasteipater, flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Contentnea Metropolitan Sewerage District
b. W-WTP Facility Permit #: NCO032077
All flows are In MGD
c. V WT facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
3.5
.511
1.585
0.0
2.096
59.9%
II, Complete this section for each pump station you are responsible for along the route of this proposed
wastewater flow.
List pump stations located between the project connection point and the WWTP:
(A)
(B)
(C)
(J))—(&+C)
(E)-=(A-D)
Design
Average
Approx.
Obligated,
Total
Pump
Pump
Daily
Current
Not Yet
Current Flow
Station
Station
Firm
Flow**
Avg. Daily
Tributary
Plus
(Name or
Permit
Capacity, *
(Firm / pfl,
Flow,
Daily Flow,
Obligated
Available
Number)
No.
MGD
MGD
MGD
MGD
Flow
Capacity***
Hwy 11
WQCS00080
7.5
3.0
1.263
.419
1.682
1.318
* The Firm Capacity (design flow) of any pump station is defined as the maximum pumped flow
that can be achieved with the largest pump taken out of service,
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking factor
(pf) not less than 2.5, per Section 2.02(A)(4)(c) of the Minimum Design Criteria.
*** A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the WWTP where the Available Capacity is < 0.
Downstream Facility Name (Sewer): Contentnea Metropolitan Sewerage Distr.
Downstream Permit Number:
N00032077
Page 1 of 6 1
FTSE 10-18

III. Certification Statement:
I Charles K Smithwick, Jr. certify to the best of my knowledge that the addition of
the volume of wastewater to be permitted in this proj ect has been evaluated along the route to the receiving
wastewater treatment facility and that the flow from this project is not anticipated to cause any capacity
related sanitary sewer overflows or overburden any downstream pump station en route to the receiving
treatment plant under nornud circumstances, given the implementation of the planned improvements
identified in the planning assessment where applicable. This analysis has been performed in accordance
with local established policies and procedures using the best available data. This certification applies to
those items listed above In Sections I and II plus all attached planning assessment addendums for which I
am the responsible party. Signature of this form certifies that the receiving collection system or treatment
works has adequate capacity to transport and treat the proposed new wastewater.
Signing Official Signature
btST?W- MAv
Title of Signing Official
W oW
Date
Page 2 of 6 I
FTSE 10-18

Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Town of Winterville
Project Name for which flow is being requested: SS PS Rehab 2020-Winterville Crossing
More than one FINE may be required for a single project tf the owner of the WWTP is not responsible for all pump
stations along the route of the proposed wastewaterJlow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Contentnea Metropolitan Sewerage District
b. WWTP Facility Permit #: NCO032077
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
All flows are in MGD
3.5
.511
1.585
0.0
2.096
59.9%
11, Complete this section for each pump station you are responsible for along the route of this proposed
wastewater flow.
List pump stations located between the project connection point and the WWTP:
Pump Pump
Station Station Firm
(Name or Pennit Capacity,
Number) No. MOD
Hwy 11 WQCS00080 7.5
(A)
(B)
(C)
(D)=(B+C)
(E)=(A-D)
Design
Average
Approx.
Obligated,
Total
Daily
Current
Not Yet
Current Flow
Flow**
Avg. Daily
Tributary
Plus
(Firm / p fl,
Flow,
Daily Flow,
Obligated
Available
MOD
MOD
MOD
Flow
Capacity***
3.0
1.263
.419
1.682
1.318
* The Firm Capacity (design flow) of any pump station is defined as the maximum pumped flow
that can be achieved with the largest pump taken out of service.
** Design Average Daily Flow is the firm capacity of the pomp station divided by a pealing factor
(pl) not Iess than 2.5, per Section 2.02(A)(4)(c) of the Minimum Design Criteria.
*** A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the WWTP where the Available Capacity Is < 0.
Downstream Facility Name (Sewer): Contentnea Metropolitan Sewerage Distr,
Downstream Permit Number: NCO032077
Page 1 of 6
FTSE 10-18

III. Certification Statement:
I Charles M. Southwick, Jr. certify to the best of my knowledge that the addition of
the volume of wastewater to be permitted in this proj ect has been evaluated along the route to the receiving
wastewater treatment facility and that the flow from this project is not anticipated to cause any capacity
related sanitary sewer overflows or overburden any downstream pump station en route to the receiving
treatment plant under normal circumstances, given the implementation of the planned improvements
identified in the planning assessment where applicable. This analysis has been performed in accordance
with local established policies and procedures using the best available data. This certification applies to
those items listed above in Sections I and II plus all attached planning assessment addendums for which I
am the responsible party. Signature of this form certifies that the receiving collection system or treatment
works has adequate capacity to transport and treat the proposed new wastewater.
Re -
� �•ada3
Signing Official Signature t/ Date
%JlSZW MhO d'yPjL°w1 SY�
Title of Signing Official
Page 2 of 6 j
FT'SE 10-18

font w&e,a c w' o,00li , deweraye eta
CMSD.
POST OFFICE BOX 477
GRIFTON, NORTH CAROLiNA 28530
CHARLES M. SMnMICK, JR.
DISTRICT MANAGER
August 25, 2023
Mr. Anthony Bowers
Assistant Town Manager, Wintervllle
Wintervllle, NC 28590
Re: Wastewater Flow Acceptance
Sanitary Sewer PS Rehabilitation-2020
Mr. Bowers:
I am In receipt of your request for the Contentnea Metropolitan Sewerage District (CMSD) to accept the
wastewater generated from the above -mentioned rehabilitation project. It is understood that the
impact to the WWTP will be zero (0) gpd as this project diverts wastewater flow Into different "points of
entry" Into the CMSD collection system and this project Is not identifying any new sources of wastewater
to be generated.
I have provided the requested FTSE 10-18 forms and supporting documentation for my calculations.
Please advise if you need additional Information.
Since ely,
64-4-& 04 5�=4
Charles M. Smithwick, Jr.
District Manager; CMSD
Cc: Stephen Reece, Design Engineer 11, Rivers and Associates, Inc. (via emall)
Cliff McGufnn, Public Works Director, Town of Winterville (via email)

12 Month Pump Station Flows (Total and Average)
Main Plant Grafton PS
2022 Total Average Total Average Total
August 43.842 1.414 6.438 0.208
Hwy 11 PS
Aden PS
Winterville PS
Average
30.218
0.975
Total
7.628
Average Total
0246
jAverage
9.016
0.291
Se her
40.942
1.365
5.743
0.191
27.84
0-928
6.806
0.227
8.153
0.272
1.342
5.549
0.179
29.475
1-0i6l
6.07
0.196
8.552
0276
October
41.616
40.223
1.341
5.122
0.171
31.774
1.059
5.806
0.194
8.137
0.271
Novemb
December
42.711
1.378
5.594
0.18
35.419
1.143
6.722
0.217
8.659
0.279
2023
1.607
5.798
0.187
39.804
1.284
9.189
0.296
8.7811
0.283
January
49.823
57.262
2.045
6.795
0.243
49.735
1.741
12.663
0.452
9.5811
0.342
February
March
48.878
1.577
6.611
0.213
41.239
1.33
9.441
0305
8 977
0.29
2.077
8.289
0.276
50.32
1.677
14.394
0.48
9.548
0.318
April
62.32
1.71
7537
0243
42.795
138
11.202
0.361
9
0.29
May
53.02
48317
1.61
6.615
0.22
38.46
1.282
9.712
0.324
8237
0275
June
48.23
1556
6.711
0.216
41.603
1.342 9535 0.308
9.165
0296
July
Total/Average
577.184
1.595167
76.802
0,210583
457.682
1.263083 109.168 03005
105.806
0.29025
Note: All flows
W1hITP
are In
MGD
Firm
Design Capacity
Actual Flow
Available Capacity
Obligated Not Trib.
Capacity Remaining
Grafton PS
1.32
0.53
0.210583
0.319417
0.01932
0300097
Hwy 11 Ayden PS
75 2.4
3 0.962
1.263083 0.3005
1.736917 0.6615
0.418999 0.11664
1317918 054486
Wintervllle PS
2.16
0.864
0.29025
0.57375
0.082289
0.491461
Act Flows
1585167
80% Cap.
2.8
Avail.Cap.
Obligated
1.21493E
0.511
cap. Remain
0.703833
% Cap.
0598905

• SIM Iry 1• r_ • •-------_--_
®---®i*a4�� '-
e�
-------------

Totals 527 8 519
Total Flow Not Trlbuta 243,319
Note: Updated by Winterville on 4--18-2023
Long Br. Canal Sewer Outfall is "Aces for Autism" schoolIcam us

Wastewater Flow Trackln
Flow Not Tributary to WWTP
Grafton
Date CMSD
#Lots
Point of
Accepted
Subdivision
#Lots Platted
#Lots w/Construction
Remalnin
Entry
Flow Not Tributary
YrfMonth
Hams —Landing
43
3 Bedroom
0
43
F of Drams
15480
2023-Jan
44
4 Bedroom
0
44
F of Dreams
21120
Meadowbrook
23
3 Bedroom
0
23
Water St
8280
2023-Jan
23
4 Bedroom
0
23
Water St
11040
Lane Farms Sub
100
3 Bedroom
0
100
vwvrP
36000
2023-Jul -Revised
Totals
233
0
233
Total flow not Tributary to WWTP
1 91920

�.•,�-
61
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow- Tracldii$ for Sewer Extension Applications
(FTSE 104 8)
Entity Ring Allocation: Town of Winterville
Project Name for which flow is being requested: Sanitary Sewer PS_iliXation,2020
More than one ME may bd requtrad for a shale prof eat IrMe owner of the WNW Is not responsible for ell punt
stadow along the route V Me propowd waslexWerJlow.
L Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Contentnea Metropolitan Sewerage District
b. WWTP Facility Permit #: �NC0032077
All flows are hie MGD
c. WWTTP facility's permitted flow 3.5
I Estimated obligated flow not yet,tributary to the WWTP 0.511
e. WWTP facility's actual avg. flow- 1.585
£ Total flow for this specific- request 0.0
g. Tofal actual and obligated flows to the facility 2.096
h: P&cent of pmmitted flow used 59.90/0
11. Cor iplete this section for -each pump station you are responsible for along the route of this proposed
wastewater flow.
List pump stations located between the project connection point and the WWTP:
(A)
(C)
O)YO C)
(B)=(A=D)
Design
Obligated,
Pump
Pump
Average
Appcox,
Nbt Yet
Total Current
Station
Station
Firm
Daily Flow"
Current
TrIbWary
Flow Plus '
(Name or
Permit
Capadityy, *
(Firm / pf),
Avg. Dairy
Daily now,
Obligated
Available
Numbeg)
No.
MGD
MGD
Flow, MOD•
MGb
Flow
Capacity***
Regional
OH
,7 _
, 2$$
o hql
0.05
Church.
14
2.176
0.8703
0.310
0.05
0.36 .
0.5 03
* The Firm Capacity (design flow) Of any pump station,b defined as the maximum pumped flow
that can be achieved with the largest -pump taken out of servke.
** Design Average Daily Flow is the Orm capacity of the pump station divided by a peaking factor
(pf) not less than 2.5, .pdr Section U2(A)C4xc) of the Minimum Design Criteria. '
*** A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the WWTP where the Available Capacity b < 0.
Downstream Facility Name (Sewer): CMSD, .
Downstream Pbunit Nurhb&- ' NCO032077
i
Page 1 of 6 1
FTSE 1.0-18'

III. Certification Statement:
1
I 44&WV51 cbrtify to the best of my knowledge that,the addition of
the volume o wastewater to be permitted -in thisproject has been evaluated along the route to the receiving
wastewater treatment facility and that the flow from this project is not anticipated to cause any capacity
related sanitary sewer overflows or overburden any downstream pump station en routs to the receiving
treatment plant under normal circumstances, given the implementation of the,.planned improvement
identified in the planning assessment where applicable. This analysis has been performed in accordance
with lboal established policies and procedures using the best available data. This certification applies to
those iteims listed above in Sections I and II plus all attached planning assessment addendums for which I
J am the responsible party. Signature of this form certifies that the receiving collection`Vstem or treatment
works has adequate capacity to Iransport, and treat the proposed new wastewater.
Signing Qffi&al Signature
-fowin Mq!a .,r
Title of Signing Official NJ
A
N
13
f
I Page 2 of 6 1
FI'SE 10-18

I
I
I
I /
1 /
N w
— u
- VIA
\ I
\ 1
—326'
\\� oine's.ralf
I 1
I I
I I
I I
, 1
I I
I I
I
I I
II
SURVEY HORIZONTAL CONTROL
Dinar
ad"WM^
!VS -gadi
S.
Ns n-.)
(IEVI IpV
lealnssl
KSgase..
!us 1AAd am,,)
Opp Adel iia...
1
m and CD
A."..
s0.m
CMK deal
e5M0y 10M
D
my�mn
y1r41m,
inn
tl"A"AL ( D
aK%roM
pm
m.YY
OSI-/KG4 IFIN.
farsso. rlp➢
m
ssB.mylly'
a.1);2S .
d"SSD -rI Nall
s.211w
" 'tl .. IBLALISEB.4apM.MIERD nairAgl.1BD(IWrldni.1D. 11 sEpl peas 4LM,i Oafifi FALrd - 6M9.MDSm54
11.rrW BA SEB.—Sa.rApl9Sp. 1M."1 rW nK ae El.1D SraW gN.IB1/IA IMY"gLCr
A ae 1A. AllwalvKn EIEVA «M rKcs vrzDwE u m.m n. lelwml
.." I s
Cemeli
r / ,
_y
/
i
I
I
1
1
I
1
I
I
I
I
/
9559_ cl Fwois)12'See. aryl.
It redo Uiregianai Under wetlands
I
I
I
I
I
CHAPMAN STREET PS OORCE MAIN ROUTE
SURVEY VERTICAL CONTROL
r
ad,
ad, MpL
A'.
!us n-ewvwl
LL(Ya 11QV
MAweq
I deader".
JI
e5yaM6
Iy1aA 191.9
10.I)
rea eR5 M M
Mai
1 247423SI
8"
IB/ess MA
III ,
1� srREE! I II 1 �I
1 I `-
I
_ I
L-----`I wI�
� L`n eDID pnwm)(n)i ------ II r
W 1
Pr6posed Chapman SI AS t ��— 1 1
mI I vn (m Qk�ns el i O (.A.')��"" 11
Exlslin. Cha�L,�[Pp'A 1 r\\_' V— 1
\ F
3g60 LFdt Proposed 12'SawarFMin
in
- - - - - -
1 4R S (m d
s
1
W I U
2 Existing two 12 6 FMs
" As <i
DimcEonel Bon UnderlYnrc II
rr 41m3
al I�p„ u
An
ell
b,Ia� I
in
I
1 I
I
II I--I—_J---
1I
iMP" NA . ".LS. l{aM MAI MC FYaW£rMC 4Y0 EIEVA aOY
vro.+ rtEara e s IYiAm vwEa Yr wrcnm rwrr Ae acwl
u.Br
sura�K. ar Ire/r' rrw ys/m2r - a/ro/aaal. 12/t/ir-rrrix/.x.
cr tins Y.V rs m w¢ICEMCr rnsmvc arcaB
.new
E V .
oY mE rwvtlr anus (. xort zl Ip eolLwAar m
1A
EAs'YEbr w.s "F.f SVRKr.
1r[N .
E.. S
BLUWUAMES As B res as
UNrs iNM Fn [ieNry pS /NfpYIAnM;
10F di,
rrvE RA Is I
o• raEosroa I5 0loam.: AYa wm.1L Am KRIILAI
LEGEND
S
cwlxss Al rsrAalslm . reE vrz er ems am saulroY.
,
NOTES
_
rl WA rc svaK.: f rKx.
✓' z aemxzl
2) ros lydr
________
qR lyryas 9mm IaO
1. .Iu asnwas ALT romzwru anro.EanMxxrsN us r¢c
a)rm LYsYsrmn Nq'mrxE .v[6'xrlr
d s radUt
V) BArzasMKr .wit:
®
tint IN pain)
z EtEVA taus .wo cwlws SePaN Aar eosin cw xl we➢BAtw o )m.
x.:
•
NyO1faL tll:la¢
.rMI [Yw Mtt Cs rAL9e0. MSS aM RYA MVS M SIKKr �
a) Wd91(0 ."A"A d .gSe adds "a g As MIFD
..
• pPA <� ':.
di
1pNl.Asr CMmm freel
1)..
: 2:
a YuwaEs rwY pAMIAv s pEr m Quin rva" srancw SCALE I lmll-XgR
1 Fls ESs f�AR/9lEa Mr[R[MML I[KUNL ME MA A slArpAFV.
e) [bR4Vrt0 IXp fACRw.'
end
,MN.
- =
i :
a MaaWei
Ypir nCAL WIIIWsrvi
9)NW Is:
se SAL MAA�BS W ii SNKArM
EIEVAmw.. cc«srsdAi wm"pm vaq[crs PREwaS(r
MIMSSYr MPwLL 9LVANaE, ucrrvA mIYBER`, t +w
parmldCEFY9fB-mar.
CS IA&rs nt KancAL calri rSli NEVI AS FlYN.
0ION, SALES,BREUpIEyARCFe
"acarmavu win suaKroe LxzY¢ wa I_aaaa
Lu JO ¢
�o
2,= N
~ W
Lu
e �
�~ U
J D
R / H
w N
y LL fN
�0 _
Q �
Z Z J
Q J
o � LL
0 00
cg roFk A
G2

Gravity Sewer Layout
Write a description for your map.
Proposed Gravity
_ _ Sewer Tie-in
Stream Crossing
within Ext. Utility
Easement in a
previously 0
disturbed area
r
t
9
Jew Gravity
I
ewer Outfall
VM,: , ..
ry 01
F '
nch Gray
rer Line
Legend
0 Christ Covenant School
We ,yaw
XAI,,nterville Crossing
Ike
rrc v
ithin Ext. Utility
i Gravity Easement in a
Line previously
isturbed area
iI
WINTERVILLE CROSSING PS GRAVITY SEWER LINE

Legend
® United Rentals
c Winterville Church of Christ
r"�p
t-v
Figure LM3.
Church Street 12-inch Force .1
Main
r
�'sr-,-i ` -
1
yy
r.
PAY
� N
vp
^FF 4
pr
i . y
� T