WQ0043814_Application (FTSE)_20220909

THOMAS ENGINEERING, PA
www.thomasenglneerIngpa.com
1316-B Commerce Drive
Post Office Box 1309
New Bern, NC 28563
US Mailed
To: Division of Water Resources
Water Quality Regional Operations Section
943 Washington Square Mall
Washington, NC 27889
Attn: Robert Tankard
WLi3I
f"
John aomas, Professional Engineer
johnthomasethomasengineeringpa. com
P: 252.637.2727
F: 252.636. 2448
M: 252.671.5855
Re: Villa Grande Phase Three
Fast Track Sewer System Extension Application (Town of Winterville)
Winterville, Pitt County, North Carolina
Dear Robert,
September 9, 2022
FECEWED/NCDENR/DWR
SEP 1,2 2022
Water Quality
feglonal Operations Section
Washington Regional Office
Please find enclosed for the referenced project the original Fast -Track Application (.1-' IA
06/21), the Flow Tracking/Acceptance for Sewer Extension Permit Applications (FTSE-
10/18) for both the Town of Winterville and the Contentnea Metropolitan Sewerage District,
the Contentnea Metropolitan Sewerage District letter of acceptance, the USGS Topographic
Map, and one copy of each for your review and approval. Also attached is the application fee
of $480.00 (Thomas Engineering, PA check # 16408) and the following brief narrative.
This application is for the extension of gravity sewer from the Villa Grande Phase One gravity system
(Permit No. WQ00382 / odification) to serve 40 single family residential lots in Villa Grande Phase
Three, Winterville, County, NC.
Please review - enclosed documents and let me know if you need any additional information. If you have any quons or comments please do not hesitate to call.
Sincerel
omas, PE
omasen
Enclosures
ineerin
a.com

RECEIVED M 'a ! V CIO 113
V Y
State of North Carolina
D,
Department of Environmental Quality
_ SEP 12 2022 Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources WaterMilfiRUCTIONS FOR FORM: FTA 06-21 & SUPPORTING DOCUMENTATION
Regional Operations Section
Waehhtywn Reyltit Ofice
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.
ORIGINAL
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.
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):
El 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 11.1 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.
CO 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 Page 1 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 1.-1-SE 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):
O 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 pomp 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)(11 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):
❑ 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 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

1HE COMPLETED APPLICATION PACKAGE INCLDING ALL SUPPORTING INFORMATION AND
MATERIALS, SHOULD BE SENT TO l'HE APPROPRIATE REGIONAL OFFICE:
REGIONAL OFFICE
ADDRESS
COUNTIES SERVED
Asheville Regional Office
2090 US Highway 70
Swannanoa, North Carolina 28778-8211
[phone]
[phone] Fax
Avery, Buncombe, Burke, Caldwell, Cherokee,
Clay, Graham, Haywood, Henderson, Jackson,
Macon, Madison, McDowell, Mitchell, Polk,
Rutherford, Swain, Transylvania, Yancey
Water Quality Section
Fayetteville Regional Office
225 Green Street Suite 714
Fayetteville, North Carolina 28301-5095
[phone]
[phone] Fax
Anson, Bladen, Cumberland, Hamett, Hoke,
Montgomery, Moore, Robeson, Richmond,
Sampson, Scotland
Water Quality Section
Mooresville Regional Qfflce
610 E. Center Avenue
Mooresville, North Carolina 28115
[phone]
[phone] Fax
Alexander, Cabarrus, Catawba, Cleveland,
Gaston, Iredell, Lincoln, Mecklenburg, Rowan,
Stanly, Union
Water Quality Section
Raleigh Regional Office
3800 Barrett Drive
Raleigh, North Carolina 27609
[phone]
[phone] Fax
Chatham, Durham, Edgecombe, Franklin,
Granville, Halifax, Johnston, Lee, Nash,
Northampton, Orange, Person, Vance, Wake,
Warren, Wilson
Water Quality Section
Washington Regional Office .
943 Washington Square Mall
Washington, North Carolina 27889
[phone]
[phone] Fax
Beaufort, Bertie, Camden, Chowan, Craven,
Cunituck, Dare, Gates, Greene, Hertford, Hyde,
Jones, Lenoir, Martin, Pamlico, Pasquotank,
Perquimans, Pitt, Tyrrell, Washington, Wayne
Water Quality Section
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
[phone]
[phone] Fax
Brunswick, Carteret, Columbus, Duplin, New
Hanover, Onslow, Pender
Water Quality Section
Winston-Salem Regional Office
450 W. Hanes Mill Road
Suite 300
Winston-Salem, North Carolina 27105
[phone]
[phone] Fax
Alamance, Alleghany, Ashe, Caswell, Davidson,
Davie, Forsyth, Guilford, Rockingham, Randolph,
Stokes, Surry, Watauga, Wilkes, Yadkin
Water Quality Section
INSTRUCTIONS FOR FORM: FTA 05-21 & SUPPORTING DOCUMENTATION Page 3 of 3

I _
Division of Water Resources
WQ6o43R1 �
State of North Carolina
Department of Environmental Quality
Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 06-21 & SUPPORTING DOCUMENTATION
Application Number: (to be completed 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
❑ Federal ❑ State/County ® Municipal
3. Signature authority's name: Terri Parker per 15A NCAC 02T .0106(b)
Title: Town Manager
4. Applicant's mailing address: P. O. Box 1459
City: Winterville State: NC Zip: 28590-
5. Applicant's contact information: -t, . p YK2r ( L} I
Phone number: [phone] Email Address: terriparker@. wintervillenc.cont
❑ Privately -Owned Public Utility
❑ Other
II. PROJECT INFORMATION:
1. Project name: Villa Grande Phase Three
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 part of a master plan, provide the existing permit number: WQ00
3. County where project is Located: Pitt
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.531127° Longitude: -77.431892°
5. Parcel ID (if applicable): 82582 & 80704 (or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: John G. Thomas License Number: 10147
Firm: Thomas Engineering, PA
Mailing address: P. O. Box 1309
City: New Bern State: NC Zip: 28563-
'Phone number: [phone] Email Address: iohnthomas(athomasengineeringpa.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Contentnea Metropolitan Sewerage District Permit Number: NC0032077
Owner Name: Contentnea Metropolitan Sewerage District
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQ0038222 Modification
2. Downstream (Receiving) Sewer Information: 8 inch
D ,//ao/ao
® Gravity ❑ Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCS
Owner Name(s): Town of Winterville
FORM: FTA 06-21
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 ® 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)
❑ Residential (Leased) ❑ Retail with food preparation/service
❑ School / preschool / day care ❑ Medical / dental / veterinary facilities
❑ Food and drink facilities ❑ Church
El Businesses / offices / factories ❑ Nursing Home
❑ Car Wash
❑ Hotel and/or Motels
❑ Swimming Pool/Clubhouse
❑ Swimming Pool/Filter Backwash
El Other (Explain in Attachment)
5. Nature of wastewater : 100 % Domestic % Commercial % Industrial (See 15A NCAC 02T .0103(20))
If Industrial, is there a Pretreatment Program in effect? El Yes ❑ No
6. Has a 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 °b
No. of Units
Flow
3 bedroom single family residential lots
360 gal/lot
16
5,760 GPD
4 bedroom single family residential lots
- 480 gal/lot
20
9,600 GPD
5 bedroom single family residential lots
600 gal/lot
4
2,400 GPD
gal/
GPD
gal/
GPD
gall
GPD
Total
17,760 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.0114] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 17,760 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:
El Rehabilitation or replacement of existing sewers with no new flow expected
El 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
8
1734
PVC
8
1— 60
DIP
1-794-
> 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
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:
2. Approximate Coordinates (Decimal Degrees): Latitude: • Longitude: - °
3. Total number of pumps at the pump 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 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/altematives found in 15A NCAC 02T ,0305(fl & (g)?
15A NCAC 02T.0305(f) contains minimum separations that shall be provided for sewer
® Yes ❑ No
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-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 1X.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(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 webpage
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?
> 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.
® Yes
4. Is the project located in a river basin subject to any State buffer rules? ® Yes Basin name: Neuse
If yes, does the project comply with setbacks found in the river basin rules per 15A NCAC 02B .0200?
> This includes Trout Buffered Streams per 15A NCAC 2B4O202
5. Does the project require coverage/authorization under a 404 Nationwide/individual permits
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.).
❑ No ❑ N/A
❑ No
® Yes
❑ No
® Yes ❑ No
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 documented per 15A NCAC 02T.0403(a)(5) or the permittee's individual 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
and Force Mains (latet 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 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:
I, John G. Thomas, attest that this application for Villa Grande Phase Three
(Professional Engineer's name from Application Item III.1.) (Project Name from Application Item 11.1)
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 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 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be gu' ty 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 vi s ,anon. Misrepresentation of the application
information, including failure to disclose any design non-compliance with the appli. ble Rules and design criteria, may subject
the North Carolina -licensed Professional Engineer to referral to the licensing board 1 NCAC 56.0701)
r
North Carolina Professional Engineer's seal, signature, and date:
3. Applicant's Certification per 15A NCAC 02T .0106(b):
I, Terri Parker, attest that this application for Villa Grande Phase Three
(Signature Authority Name from Application Item I.3.) (Project Name from Application Item II.1)
i
��►1111 �
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 retumed 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:
PAAAti
Date:
q) 4 \ 90'tA.
FORM: FTA 06-21 Page 5 of 5

State of North Carolina
Department of Environment and Natural Resources
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Applications
(VISE 08-13)
Project Applicant Name: Town of Winterville
Project Name for which flow is being requested: Villa Grande Phase Three
More than one I, ME may be required for a single project if the owner of the WWTP is not responsible for all pump
stations along the route of the proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name:
b. WWTP Facility Permit #:
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
Allflows are in MGD
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) (D)6(B+C) (E)=(A-D)
Design Obligated,
Pump Average Daily Approx. Not Yet Total Current
Station Firm Flow** Current Avg. Tributary Flow Plus
(Name or Capacity,* (Firm / pf), Daily Flow, Daily Flow, Obligated Available
Number) MGD MGD MGD MGD Flow Capacity***
Red Forbes 0.277157 0.110862 0.0154 0.0171 0.0325 0.078362
* The Firm Capacity 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.
*** 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.
Page 1 of 6
FTSE 08-13

III. Certification Statement:
I Cliff McGuffin 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 indicates acceptance of this wastewater flow.
. ->
Signing Official Signature
Page 2 of 6
Date
FTSE 08-13

Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(F1SE 10-18)
Entity Requesting Allocation: Town of Winterville
Project Name for which flow is being requested: Villa Grande -Phase 3
More than one FTSE may be required for a single protect If the owner of the WWTP /s not responsible for all pump
stations along the route of the proposed wastewater 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. WWTP Facility Permit #: NC0032077
All flows are in MGD
c. WWTP facility's permitted flow 3.5
d. Estimated obligated flow not yet tributary to the WWTP .461
e. WWTP facility's actual avg. flow 1.68
f. Total flow for this specific request .018
g. Total actual and obligated flows to the facility 2.159
h. Percent of permitted flow used 61.69%
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) (D) (B-f-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 / pf), Flow, Daily Flow, Obligated Available
Number) No. MGD MGD MGD MGD Flow Capacity***
Reedy Br WQCS00080 2.16 .864 .305 .075 .38 .484
Hwy 11 WQCS00080 7.5 3 1.11 .461 1.571 1.429
* 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 VVWTP where the Available Capacity is < 0.
Downstream Facility Name (Sewer): Contentnea Metropolitan Sewerage Dist.
Downstream Permit Number: NC0032077
Page 1 of 6
FTSE 10-18

III. Certification Statement:
T 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.
44,
Signing Official Signature
D/s`iR'fr , 4s p
Title of Signing Official
//-.74PA,
Date
Page 2 of 6
FTSE 10-18

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CMSD Wastewater Flows (July 2021 thru June 2022)

eonteiztizea metto,00titemb cS'eeoerage cOlatrict
CMSD
POST OFFICE BOX 477
GRIFTON, NORTH CAROLINA 28530
CHARLES M. SMITHWICK, JR.
DISTRICT MANAGER
July 11, 2022
Mr. John G. Thomas, PE
1316-B Commerce Drive
PO Box 1309
New Bern, NC 28563
Re: Flow Acceptance -Villa Grande -Phase 3
Wlnterville, NC
Mr. Thomas:
By virtue of this letter, the Contentnea Metropolitan Sewerage District (CMSD) does hereby accept the
flow of 17, 760 gpd that will be generated by this project. I have attached the required FTSE 10-18 form
and supporting documentation.
Please be reminded that the CMSD will required an Impact and Access Fee for each dwelling. The fee
schedule is as follows:
3 bedroom dwelling
4 bedroom dwelling
5 bedroom dwelling
$1,000.00 per dwelling
$1,333.00 per dwelling
$1,666.00 per dwelling
Please advise if you have questions or need additional information.
Sincerely,
jai. .C1=;"
Charles M. Smlthwick, Jr.
District Manager, CMSD
Cc via email: Anthony Bowers (Town of Winterville, Assistant Town Manager)
Cliff McGuffin(Town of Wintervllle, Public Works Director)

THQMAS ENGINEERING, PA
www.thomasengineeringpa.com
1316.8 Commerce Drive
Post Office Box 1309
New Bern, NC 28563
Emailed
[e-mail]
To: Contentnea Metropolitan Sewer District
900 Wiley Gaskins Road
Grifton, NC 28530
Attn: Chuck Smithwick
Re: Villa Grande Phase Three
Winterville, Pitt County, NC
Dear Chuck,
John G. Thomas, Professional Engineer
Johnthomasethomasenglneeringpa. com
P: 252.637.2727
F. 252. 636.2448
At 252.671.5855
July 8, 2022
On behalf of the Town of Winterville, we are hereby requesting the Contentnea Metropolitan
Sewer District accept approximately 17,760 gpd of wastewater generated by the referenced
project and as detailed below. The project is located within the Town of Winterville's
jurisdiction as a continuation of the existing Villa Grande single family residential
development located off of Red Forbes Road.
Summary of proposed wastewater generated by project
Establishment Type (see 02T.0114(f))
Daily Design Flow
No. of Units
Flow
3 bedroom single family residential lots
360 gal/lot
16
5,760 GPD
4 bedroom single family residential Lots
480 gal/lot
20
9,600 GPD
5 bedroom single family residential lots
600 gal/lot
4
2,400 GPD
Total
17,760 GPD
If you have any qu
Sincerely,
John G. Thomas, PE
President
or comments, please do not hesitate to call.
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Cc via email: Anthony Bowers (Town of Winterville Assistant Town. Manager)
Cliff McGufrn (Town of Winterville Public Works Director)

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