WQ0044704_Application (FTSE)_20230803

RECENEP= 1NR State of North Carolina
Department of Environmental Quality
AUG Division of Water Resources
15A NCAC 02T .0360 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources INSTRUC,or's SF,I�I: FTA 04-16 &SUPPORTING DOCUMENTATION
Red
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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 1.5A NCAC 02T and the Division's
Minimum Design Criteria 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 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 require an environmental assessment in accordance with 15A NCAC I .0100;
➢ Projects that do not meet any part of the minimum design criteria (MDC) document;
➢ Projects that involve a variance from the requirements of 15A NCAC 2T;
➢ Pressure sewer systems utilizing septic tank -effluent pumps (STEPs) or simplex grinder pumps;
➢ 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 of Application and Supporting Documents
❑ Required unless otherwise noted
B. Cover Letter (Required for All Application Packages):
M 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.
➢ , If necessary for clarity, include attachments to the application form.
C. Application Fee (All New and Major Modification Application Packages):
M Submit a check or money order in the amount of $480.00 dated within 90 days of application submittal.
➢ Payable to North Carolina Department of Environmental Quality (NCDEQ)
D. Fast Track (Form: FTA 04-16) Application (Required for All Application Packages):
M Submit the completed and appropriately executed application.
➢ If necessary for clarity or due to space restrictions, attachments to the application may be made.
❑ If the Applicant Type in Item I.2 is a corporation or company, provide documentation it is registered for business with
the North Carolina Secretary of State.
❑ If the Applicant Type in Item 1.2 is a partnership or d/b/a, enclose a copy of the certificate filed with the Register. of
Deeds in the county of business.
❑ The Project Name in Item 1I.1 shall be consistent with the project name on the flow acceptance letters, agreements, etc.
❑ The Professional Engineer's Certification on Page 5 of the application shall be signed, sealed and dated by a North -
Carolina licensed .Professional Engineer.
❑ The Applicant's Certification on Page 5 of the application shall be signed in accordance with 15A NCAC'02T' .0106(b).
Per 15A NCAC 02T .0106(c), an alternate person may be designated as the signing official if a delegation letter is
provided from a person who meets the criteria in 15A NCAC 02T .0106(b).
INSTRUCTIONS FOR FORM: FTA 04-16 & 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 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 and closest surface waters.
➢ Location of the project (gravity sewer, pump stations & force main)
➢ Downstream connection points and permit number (if known) for the receiving sewer
0 Include a street level map (aerial) showing general project area so that Division staff can easily locate it in the field.
G. Existing Permit (All Modification Packages):
® Submit the most recently issued existing permit.
❑ Provide a list of any items within the permit the Applicant would like the Division to address during the permit
modification (i.e., permit description, flow allocation, treatment facility, etc.).
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 .01 15(aX1) 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 .01 IS(c), submit the properly executed Operational Agreement (FORM: HOA)'.
❑ Per 1.5A 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 (FARM:. DEV).
For more information, visit the Division's collection systems website
INSTRUCTIONS FOR FORM: FTA 04-16 & SUPPORTING DOCUMENTATION Page 2 of 3

THE COMPLETED APPLICATION PACKAGE INCLDING ALL SUPPORTING INFORMATION AND
MATERIALS, SHOULD BE SENT TO THE APPROPRIATE REGIONAL OFFICE:
REGIONAL OFFICE
ADDRESS
COUNTIES SERVED
Asheville Regional Office
2090 US Highway 70
Avery, Buncombe, Burke, Caldwell, Cherokee,
Water Quality Section
Swannanoa, North Carolina 28778
Clay, Graham, Haywood, Henderson, Jackson,
[phone]
Macon, Madison, McDowell, Mitchell, Polk,
[phone] Fax
Rutherford, Swain, Transylvania, Yancey
Fayetteville Regional Office
225 Green Street Suite 714
Anson, Bladen, Cumberland, Harnett, Hoke,
Water Quality Section
Fayetteville, North Carolina 28301-5094
Montgomery, Moore, Robeson, Richmond,
(910) 433-33GO
Sampson, Scotland
[phone] Fax
Mooresville' Reglonal 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
Raleigh Reaiorial Office
1628 Mail Service Center
Chatham, Durham, Edgecombe, Franklin,
Water Quality Section
Raleigh, North Carolina 27699-1628
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
Cunituck, 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,QualitV Section
Wilmington, North Carolina 28405
Hanover, Onslow, Pender
[phone]
[phone] Fax
Winston-Salem Regional Office
450 W. Hanes MITI Road
Alamance, Alleghany, Ashe, Caswell, Davidson,
Water Quality Section
Suite 300
Davie, Forsyth, Guilford, Rockingham, Randolph,
Winston-Salem, North Carolina 27105
Stokes, Sury, Watauga, Wilkes, Yadkin
[phone]
INSTRUCTIONS FOR FORM: FTA 04-16 & SUPPORTING DOCUMENTATION Page 3 of 3'

State of North Carolina
Department of Environmental Quality
-W,R Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number:yv (Q D-011IAo be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: City of New Bern (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:4yFarle-8tcpi per 15A NCAC 02T .0106(b)
Title: City Manager
4. Applicant's mailing address: P.O. Box 1129
City: New Bern State: NC Zip: 28563-
5. Applicant's contact information: j1UrJl1�J�ili11�+�.►��i''r►nt..G�u✓
Phone number. 252 639-2700 Email Address: stephen lewbern-ne-org
II. PROJECT INFORMATION:
1. Project name: Barry Park Ph 3
2. Application/Project status: ❑ Proposed (New Permit) ® Existing Permit/Project
If a modification, provide the existing permit numbe . Q0041765 nd issued date: 6/22/2020
If new construction but part of a master plan, provide the existing permit number: WQ00
y,t - §b
3. County where project is located: Craven County Yr�
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.004°Longitude: -76.995°
5. Parcel ID (if applicable): - - --
(or Parcel ID to closest downstream sewer)
IIL CONSULTANT INFORMATION:
1. Professional Engineer. Richard A. Moore License2
Firm: McKim & Creed, INC [( � 23
Mailing address: 243 North Front Street X-1-4
e.ti City: Wilmington State: INC
Phone number: (9L0) 343-1048 Email Address: ramoo a ckimcreed,com I
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: New Bern WWTF Permit Number: NCO025384
Owner Name: City of New Bern
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): W 0Q 040147 Downstream (Receiving) Sewer Size: 8 inch
System Wide Collection System Permit Number(s) (if applicable): WQCS
Owner Name(s): City of New Bern
FORM: FTA 04-16 Pagel of5

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 Operational Agreement (FORM: HOA) been attached?
❑ Yes ❑No ®N/A
4. Origin of wastewater: (check all that apply):
® Residential 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: 100 % Domestic/Commercial % Commercial
% Industrial (See. 15A NCAC 02T .0103(20))
4 Is there a Pretreatment Program in effect? ❑ Yes [:]No
6. Has a flow reduction been approved under 15A NCAC 02T .01 14(f)? ❑ Yes ❑ No
➢ If yes, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(f))
Daily Design Flow °,b
No. of Units
Flow
Residential
360 gal/day
1
360 GPD
gall
GPD
gall
GPD
gall
GPD
gall
GPD
gall
GPD
Total
360 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.01-14shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 360 GPD (per 15A NCAC '02T .01 14)
➢ Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
❑ Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line
❑ Flow has already been allocated in Permit Number:
❑ Rehabilitation or replacement of existing sewer with no new flow expected
❑ Other (Explain):
FORM: FTA 04-16 Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Servers):
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
➢ 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 requirement is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Pump Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude: Longitude: -
3. Design flow of the pump station: millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): gallons per minute at feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) Length (feet) Material
6. Power reliability in accordance with 15A NCAC 02T .0305(h)(l):
❑ Standby power source or pump with 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
Or if the pump station has an average daily flow less than 15,000 gallons per day:
❑ Portable power source with manual activation, quick -connection receptacle and telemetry - 15A NCAC 02T
.0305(h)(1)(C)
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .0305(h)(1)(C):
➢ It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant (draft agreement)
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
in the case of a multiple station power outage.
FORM: FTA 04-16 Page 3 of

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T.0305(f)):
1. Does the project comply with all separations found in 15A NCAC 02T.0305(f) & NO ® Yes ❑ No
➢ 15A NCAC 02T.0305(f) contains minimum separations that shall be provided for sewer systems:
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below vertical
24 inches
Water mains vertical -water over sewer including in benched trenches
18 inches
Water mains(horizontal)
10 feet
Reclaimed water lines vertical - reclaimed over sewer
18 inches
Reclaimed water lines(horizontal - reclaimed over sewer
2 feet
"Any private or public water supply source, including any wells, WS-I waters of Class I or
Class II impounded reservoirs used as a source of drinking water
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 see item IX.2
50 feet
**Any other stream, lake, impoundment, or groundwater lowering and surface drainage
ditches
10 feet
Any building foundation
5 feet
Any basement
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
➢ 15A NCAC 02T.0305(g) contains alternatives where separations in 02T.0305(f) cannot be achieved.
➢ "Stream classifications can be identified using the Division's NC Surface Water Classifications webpage
➢ If noncompliance with 02T.0305(f) or(-,), see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ®Yes [-]No [:]N/A
➢ See the Division's draft separation requirements for situations where separation cannot be meet
➢ No variance is required if the alternative design criteria specified is utilized in design and construction
➢ As built documents should reference the location of areas effected
3. Does the project comply with setbacks found in the river basin rules per 15A NCAC 0213.0200? ❑ Yes 0 No ® N/A
➢ This would include Trout Buffered Streams per 15A NCAC 2B.O202
4. Does the project require coverage/authorization under a 404 Nationwide or ❑ Yes ® No
individual permits or 401 Water Quality Certifications?
➢ Information can be obtained from the 401 & Buffer Permitting Branch
5. Does project comply with 15A NCAC 02T.0105(c)(6) (additional permits/certifications)? ® Yes ❑ No
Per 15A NCAC 02T.0 I 05(c)(6), directly related environmental permits or certification applications are 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.).
6. Does this project include any sewer collection lines that are deemed "high -priority?"
Per 15A NCAC 02T.0402, "high -priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to streambanks that is subject to erosion that undermines or deteriorates the sewer.
❑ Yes ® No ® N/A
➢ 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 permitee's individual System -Wide Collection permit.
FORM: FTA 04-16 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 (latest version), and the Gravity Sewer Minimum Design Criteria (latest version) as applicable?
® Yes ❑ No
If No, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents for
review. Approval of the request is required prior to submittal of the Fast Track Application and supporting documents.
Certification:
attest that this application for
Engineers name fr(Im Application Item 111.1.)
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, Gravity Sewer
Minimum Design Criteria for Gravity Sewers (latest version), and the Minimum Design Criteria for the Fast -Track Permitting
of Pump Stations and Force Mains (latest version). Although other professionals may have developed certain portions of this
submittal package, inclusion of these materials under my signature and seal signifies that I have reviewed this material and
have judged it to be consistent with the proposed design.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000, as well as civil penalties up to $25,000 per violation._
North Carolina Professional Engineer's seal, signature, and date:
3. Applicant's Certification per 15A NCAC 02T .0106(b):
I, ro si F 1_ P %/6, wES_ L 1!
(Signature Author_ 's name & I
MAMAlrCVL
from Application Item I.3.)
i SEAL 5
i 02550:'bry
attest that this application for
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of
this application are not completed and that if all required supporting documentation and attachments are not included, this
application package is subject to being returned as incomplete. I understand that any discharge of wastewater from this non -
discharge system to surface waters or the land will result in an immediate enforcement action that may include civil penalties,
injunctive relief, and/or criminal prosecution. I will make no claim against the Division of Water Resources should a condition
of this permit be violated. I also understand that if all required parts of this application package are not completed and that if
all required supporting information and attachments are not included, this application package will be returned to me as
incomplete.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
Signature: Date:
FORM: FTA 04-16 Page 5 of 5

FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMIITEE: City of New Bern
PERMIT #: WQG041765
PROJECT: Carolina Colours- Bayberry Park Phase 3
ISSUE DATE: June 22, 2020
This project shall not be considered complete nor allowed to operate in accordance with Condition 7 of
this permit until the Division has received this Certification and all required supporting documentation. It
should be submitted in a manner that documents the Division's receipt. Send the required documentation
the Regional Supervisor, Water Quality Regional Operations Section at the address at the bottom.
Any wastewater flow made tributary to the wastewater collection system extension prior to completion
of this Certification shall be considered a violation of the permit and shall subject the Permittee to
appropriate enforcement actions. The Permittee Is responsible for tracking all partial certifications up
until a final certification is received. A Final Certification shall be a complete set of record drawings and
design calculations regardless of whether partials have been submitted.
PERMITTEE'S CERTIFICATION
I, the undersigned agent for the Permittee, hereby state that this project has been constructed pursuant
to the applicable standards & requirements, the Professional Engineer below has provided applicable
design/construction information to the Permittee, and the Permittee is prepared to operate & maintain
the wastewater collection system permitted herein or portions th eof.
Fo rem NvFN�S �- A� -I -3 -az-
Printed Name, Title Signature Date
� 1'Cy M��RG�rC
ENGINEERS CERTIFICATION
IRichard A. Moore, PE , as a du registered Professional EN
neer in the State of North Carolina,
having been authorized to observe ([periodically, ❑ weekly, full time) the construction of the
project name and location as referenced above for the above Permittee hereby state that, to the best of
my abilities, due care and diligence was used In the observation of the following construction:
Approximately 3385 linear feet of 8-inch gravity sewer; as part of the Carolina Colours- Bayberry Park
Phase 3 project (PROJECT INFO-50 Residential Units), and the discharge of 18,000 gallons per day of
collected domestic and commercial wastewater Into the City of New Bern's existing sewerage system;
such that the construction was observed to be built within substantial compliance of this permit; 15A
NCAC 02T; the Division of Water Resources' (Division) Gravity Sewer Minimum Design Criteria adopted
February 12, 1996 as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of
Pump Stations and Force Mains adopted June 1, 2000 as applicable; and other supporting materials.
.. tit Httlaf�/e,._
North Carolina Professional Engineer's Seal w/signature & date:
® Final ❑ Partial (include description)
Certification Comments/Qualifiers (attach if necessary):
025 ,03U
An extra lot was added to total 51 homes. A permit modification is included with this certification
submittal. A new certification will be submitted upon issuance of the modified permit. No
additional sewer infrastructure is required to be constructed to serve this additional lot.
NC DWR — Water Quality Regional Operations Section 943 Washington Square Mall, Washington, NC 27889
Washington Regional Office Phone: [phone] FAX: [phone]

�NFKIM&CREED
OVERNIGHT
TO: NCDEMI R-DWQ
943 Washington Square Mall,
Washington, NC 27889
LETTER OF TRANSMITTAL
DATE:
PROJECT NO:
RE:
AUG 3 �023
June 11, 2020
06842-0004 I TASK NO: 40
Bayberry Park Phase 3 Sewer
System Extension Permit
Submittal
NO: 1 I PAGE 1 OF 1
Washhgton ReWonW Offim
WE ARE SENDING: ® Originals ® Prints ❑ Shop Drawings ❑ Samples
❑ Specifications ❑ Calculations ❑ Other -
Quantity
Drawing No.
Rev.
Description
Status
2
Original and Copy: Application FTA 04-16
G
2
Original and Copy: Sewer Narrative & Site Maps
G
1
Permit Fee $480
G
2
Sewer Certification WQ40147
G
2
Sewer As-Builts WQ0040147
G
Issue Status Code: A. Preliminary B. Fabrication Only C. For Information D. Bid
E. Construction F. For Review & Comments G. For Approval H. See Remarks
Action Status Code: 1. No Exceptions Taken 2. Make Corrections Noted 3. Other
4. Amend & Resubmit 5. Rejected - See Remarks
�V
REMARKS: ///Q J CAd&=:r- ct> 011 o o 119 4 Sr M:�o
243 NORTH FRONT STREET, WM MTNGTON, NC 29401 [phone] FAX [phone]K
cc McKIM & CREED, INC.
Signed
chard A. Dore, PE
Regional Manager
S: \ 06842 \ 0004\ 10-Comm \ 19-Transmittal Ledm \ 202.3-0&Ol_NCDENR SEWEF-doc

Vinson, Scott
From: Richard (Rick) A. Moore <[e-mail]>
Sent: Friday, September 22, 2023 10:15 AM
To: Vinson, Scott
Subject: [External] RE: Bayberry Park, Phase 3 - 50 to 51 lots modification of FTSE
Attachments: 0924 001.pdf
CAUTION: External email. Do not click links or open attachments unless verified. Report suspicious emails with the Report Message
button located on your Outlook menu bar on the Home tab.
I4=0 ka
Thank you for the reminder! Low hanging fruit ... sorry for the delay! Attached is the narrative with the 51 units called
out. If you need something else, let me know and I'll get it right to you.
Thanks!
Rick
From: Vinson, Scott <[e-mail]>
Sent: Wednesday, September 13, 2023 6:55 PM
To: Richard (Rick) A. Moore <[e-mail]>
Subject: Bayberry Park, Phase 3 - 50 to 51 lots modification of FTSE
Richard,
Don't know if you received my voice mail from a few days ago, but if you could send me an updated narrative briefly
explaining the 1 lot addition to this 50 lot sewer extension it would be greatly appreciated. The only narrative submitted
with the permit modification request was the original one dated August 2020. A simple reply to this email will suffice
and can be added to the application package. I've drafted up the permit mod and am ready to issue once we receive
this project narrative. If there are any questions, please call or write.
Thanks,
Scott
Scott Vinson
Environmental Engineer
Washington Regional Office
Water Quality Regional Operations Section
NCDEQ — Division of Water Resources
943 Washington Square Mall
Washington, NC 27889
[phone] office
[phone] direct line
Email: Scott.Vinson(ccDdea.nc.aov
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DEQ is updating its email addresses to @deq.nc.gov in phases from May 1st to June 9th.
Employee email addresses may look different but email performance will not be impacted.

CAROLINA COLOURS
Bayberry Park Phase 3
CITY OF NEW BERN
CRAVEN COUNTY, NC
ReCeWeD/NCDeNR/DWR
SEP 2 2 03?3
R Water Quality
Wash! al OPeratlons section
ngton Regional Office
FAST TRACK APPLICATION NARRATIVE FOR MODIFICATION
Prepared for.
OVERLOOK HOLDINGS, LLC
503 W. MURMAN ROAD
NEW BERN, NC 28562
115 V so IN
243 North Front Street
Wilmington, NC 29401
[phone]
Project #06842-0004 (40)
September 2023
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F FA Narrative
Carolina Colours Development
Bayberry Park Phase 3
City of New Bern, Craven County
June 2023
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This modification is for the addition of one (1) single family residence in addition to the fifty
(50) that were approved below. Below is the original narrative; this submittal is only for the
addition of one (1) extra single family, 3-bedroom lot:
ORIGINAL NARRATIVE FOLLOWS:
Overlook Holdings, LLC is proposing to develop the next phase within the Bayberry Park
Section of the subdivision. This next phase is composed of 51 single family units within the
Carolina Colours development. The nature of this FTA submittal is to permit a public system
consisting of gravity sewer to service the proposed subdivision.
Overlook Holdings, LLC will install the gravity sewer. The City of New Bern will own and
maintain the system as well as accept the sewer flow (18,000 GPD) from the subdivision into the
Verdant Pump Station (DEQ Permit No. WQ0040147) which conveys flow to the City of New
Bern Wastewater Treatment Plant. The system will convey gravity sewer flows to an existing
manhole, located to the west of the project site and adjacent to the Verdant Pump Station (DEQ
Permit No. WQ0040147). The existing manhole is part of the City of New Bern sanitary sewer
system_
The proposed extension of the gravity sewer maul will be constructed of 8" C-900 PVC and will
provide public sewer access for the 51 residential units. Additional 8" stubs will be installed for
future connections to the existing sanitary sewer system.
This new gravity system is designed in accordance with the NCDENR minimum design criteria.
Appropriate horizontal and vertical clearances will be provided when proximal to the proposed
storm drainage system and the proposed water system. The gravity sewer will be certified in
accordance with state regulations and the permit conditions.

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RECEIVED/NDDENR/DWR
AUG - 3 ?023
Water quality
Regional Operations Section
Washington Regional Office
CAROLINA COLOURS
Bayberry Park Phase 3
CRAVEN COUNTY, NC
FAST TRACK APPLICATION NARRATIVE
Prepared for:
OVERLOOK HOLDINGS, LLC
503 W. THURMAN ROAD
NEW BERN, NC 28562
Prepared by:
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243 North Front Street
Wilmington, NC 28401
[phone]
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Project #06842-0004 (40)
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August 2020

FTA Narrative
Carolina Colours Development
Bayberry Park Phase 3
City of New Bern, Craven County
August 2020
Overlook Holdings, LLC is proposing to develop the next phase within the Bayberry Park
Section of the subdivision. This next phase is composed of 50 single family units within the
Carolina Colours development. The nature of this FTA submittal is to permit a public system
consisting of gravity sewer to service the proposed subdivision.
Overlook Holdings, LLC will install the gravity sewer. The City of New Bern will own and
maintain the system as well as accept the sewer flow (18,000 GPD) from the subdivision into the
Verdant Pump Station (DEQ Permit No. WQ0040147) which conveys flow to the City of New
Bern Wastewater Treatment Plant. The system will convey gravity sewer flows to an existing
manhole, located to the west of the project site and adjacent to the Verdant Pump Station (DEQ
Permit No. WQ0040147). The existing manhole is part of the City of New Bern sanitary sewer
system.
The proposed extension of the gravity sewer main will be constructed of 8" C-900 PVC and will
provide public sewer access for the 50 residential units. Additional 8" stubs will be installed for
future connections to the existing sanitary sewer system.
This new gravity system is designed in accordance with the NCDENR minimum design criteria.
Appropriate horizontal and vertical clearances will be provided when proximal to the proposed
storm drainage system and the proposed water system. The gravity sewer will be certified in
accordance with state regulations and the permit conditions.

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