WQ0042130_Application (FTSE)_20201119

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oBaldwm*Design
Consultants, PA
ENGINEERING - SURVEYING - PLANNING
1700-D East Arlington Blvd • Greenville, NC 27858
252-756-1390. 252-321-1412 (fax)
To: NCDEQ - Water Resources
943 Washington Square Mall
Washington, NC 27889
Date: Job No:
11 /16/2020 20-002
Attention:
Robert Tankard
Re:
Allen Park, Section 2
We are sending you: �� Attached ❑ Under separate cover via
Drawings
XLetter
2
1
2
2
5
2
❑ Plans
09/23/2020
09/24/2020
11 /13/2020
10/12/2020
11 /16/2020
09/10/2020
j Package
1161
the following:
_I Prints Pay Request/ (Specifications
Invoice
Fx I Other
Letters Referencing Fast Track Application
Check for $480.00 for Sewer Permit Fee
Fast Track Sewer Applications
Flow Tracking Application
Maps of Project Site (each one w/ markings)
Letter of Acceptance from Contentnea Metropolitan Sew;e ge District
for Additional Flow
Transmitted as checked below:
L For approval ❑ Approved as noted ❑ Resubmit - copies for approval
For your use ❑ Approved as submitted ❑ Submit copies for distribution
x] As requested ❑ Returned for corrections ❑ Return corrected copies
For review Other
Remarks:

CAMO REAL ESTATE INC
1700 TOTiENHAM CT
WINTERVILLE, NC 28590
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State of North Carolina
FIDepartment of Environmental Quality WRDivision of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources INSTRUCTIONS FOR FORM: FTA 04-16 & 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 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 1.5A 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 1C .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; *OP
➢ Pressure sewer systems utilizing septic tank -effluent pumps (STEPS) or simplex grinder puii .,: f�
➢ STEP or simplex grinder pumps connecting to pressurized systems (e.g. force mains); ty�ly� 1�
➢ Vacuum sewer systems.
General — When submitting an application, please use the following instructions as a checklist in order to ` all required
items are submitted. Adherence to these instructions and checking the provided boxes will help produce a qui r 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):
® 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 (Ail New and Major Modification Application Packages):
® 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):
® 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.
® 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
® 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 .0115(a)(l) provide the Certificate of Public Convenience and Necessity from the North Carolina
Utilities Commission demonstrating the Applicant is authorized to hold the utility franchise for the area to be served by
the sewer extension, or
❑ Provide a letter from the North Carolina Utilities Commission's Water and Sewer Division Public Staff stating an
application for a franchise has been received and that the service area is contiguous to an existing franchised area or
that franchise approval is expected.
J. Operational Agreements (Applications from HOA/POA and Developers for lots to be sold):
❑ 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 04-16 & SUPPORTING DOCUMENTATION Page 2 of 3

9
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,
[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
Raleigh Regional 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
Currituck, Dare, Gates, Greene, Hertford, Hyde,
[phone]
Jones, Lenoir, Martin, Pamlico, Pasquotank,
[phone] Fax
Perquimans, Pitt, Tyrrell, Washington, Wayne
Wilmington Regional Office
127 Cardinal Drive Extension
Brunswick, Carteret, Columbus, Duplin, New
Water Quality Section
Wilmington, North Carolina 28405
Hanover, Onslow, Pender
[phone]
[phone] Fax
Winston-Salem Regional Office
450 W. Hanes Mill Road
Alamance, Alleghany, Ashe, Caswell, Davidson,
Water Quality Section
Suite 300
Davie, Forsyth, Guilford, Rockingham, Randolph,
Winston-Salem, North Carolina 27105
Stokes, Surry, Watauga, Wilkes, Yadkin
[phone]
INSTRUCTIONS FOR FORM: FTA 04-16 & SUPPORTING DOCUMENTATION Page 3 of 3

State of North Carolina
Department of Environmental Quality
DW Division of Water Resources
,R_-, 15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number:
be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Town of Ayden (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: Matthew S. Livingston per 15A NCAC 02T .0106(b)
Title: Town Manager
4. Applicant's mailing address: 4144 N West Ave
City: Auden State: NC Zip: 28513-
5. Applicant's contact information:
Phone number: L2) 481-5826 Email Address: [e-mail]
II. PROJECT INFORMATION:
I . Project name: Allen Park, Section 2
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: WQ00 and issued date:
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: 35.455373' Longitude:-77.390839'
5. Parcel ID (if applicable): 86009
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Igor Palyvoda License Number: 043249
Firm: Baldwin Design Consultants, PA
Mailing address: 1700-D East Arlington Boulevard
City: Greenville State: NC Zip: 27858-
Phone number: 2( 52)156-1390 Email Address: ipalyvoda@baldwindesi,gnconsultants.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Contentnea Metropolitan Sewer District Permit Number: NCO032077
Owner Name: Contentnea Metropolitan Sewer District
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ Downstream (Receiving) Sewer Size: 10 inch
System Wide Collection System Permit Number(s) (if applicable): WQCS00269
Owner Name(s): Town of Ayden
FORM: FTA 04-16 Page 1 of 5

61
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))
�. Is there a Pretreatment Program in effect? ❑ 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
7. Summarize wastewater generated by project:
Establishment Type (see 021.0114(f))
Daily Design Flow a.b
No. of Units
Flow
Residential
360 gal/3-bedroom house
22
7,920 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
7,920 GPD
a See 15A NCAC 02T .0114(b). (d), (e)(1) and (e)(2) for caveats to wastewater design flow rates (i.e., minimum flow per
dwelling; proposed unknown non-residential development uses; public access facilities located near high public use
areas; and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals
as defined in G.S. 42A-4).
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15A NCAC 02T.01141 shall
be determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 7,920 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 Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
10
476
PVC
8
265
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 requirement is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & NIDC (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)(1):
❑ 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 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(i)):
1. Does the project comply with all separations found in 15A NCAC 02T .0305(t) & (g)
➢ 15A NCAC 02T.0305(f) contains minimum separations that shall be provided for sewers stems.
® Yes ❑ No
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-I 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 ground water 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(t) cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications weboase
➢ If noncompliance with 02T.0305(f) or (g). 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 02B .0200? ® Yes ❑ No ❑ N/A
➢ This would include Trout Buffered Streams per 15A NCAC 2B.0202
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.0105(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.
2. Professional Engineer's Certification:
I,
that this application for
J(Professional ingineer's name from Application Item III.1.)
jl•eY, PA>r x , s-C ( do 2
has been revie ed 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.
0
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:
ORTI
OF 9'9�
S <Z
0,1 Fq< v
0 ?�i 420
A ...
3. Applicant's Certification per 15A NCAC 02T .0106(b):
I, fn &4-+k evJ S . -town i`Ar�!�. er attest that this application for
(Signature Authority's nanfe & title from Application Item I.3.)
Al(tn fp,rx,, Secbovi Z
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: l) �J✓ �`
FORM: FTA 04-16 Page 5 of 5

BaldwinDesign Page 1 of 1
Consultants^ g
ENGINEERING • SURVEYING • PLANNING
9
September 23, 2020
'yDG ti
Washington Regional Office
Water Quality Section��
943 Washington Square Mail`y
Washington, North Carolina 27889 ,
REF: Fast Track Sewer Application Narrative for Allen Park, Section 2
To Whom It May Concern:
The project site is located off of the western right-of-way of NCSR 1723 - Ayden Golf
Club Road approximately 1,900 feet south of NCSR 1723 - Ayden Golf Club Road and
Fairview Road intersection in Ayden Township, Pitt County, North Carolina. The existing
project site is currently undeveloped and consists of farmland.
The proposed sewer main extension project will consist of the installation of 3 new
manholes. The project needs to be permitted for the installation of 476 LF of 10" PVC
sanitary sewer main and 265 LF of 8" PVC sanitary sewer main.
Per 15A NCAC 02T.0114(b), the minimum daily design flow for one -bedroom dwelling
unit should be at least 240 gpd. The daily design flow for dwelling units with more than
two bedrooms should have the daily design flow increased by 120 gpd per each
additional bedroom. There will be 22 residential lots within this proposed subdivision
and the developer intends on building 3-bedroom houses in all residential lots.
Therefore, the daily design flow that needs to be permitted for this project is 360 gpd/lot
x 22 lots = 7,920 gpd.
If there are any questions or concerns please contact me at [phone] or email me
at [e-mail].
Sincerely,
� � 1
. •�� %
1700-D EAST ARLINGTON BOULEVARD, GREENVILLE, NORTH CAROLINA 27858
NCBELS Lic, No. C-3498 TEL [phone] FAx [phone] www.BALDWINDESIGNCONSULTANTS.com

0 BaldwinDesign Page 1 of 1
Consultants, PA
ENGINEERING • SURVEYING • PLANNING
September 23, 2020
9F
FOB
Washington Regional Office
Water Quality Section
943 Washington Square Mall �,�d�19
Washington, North Carolina 27889
'i
REF: Fast Track Sewer Application Narrative for Allen Park, Section 2
To Whom It May Concern:
The project site is located off of the western right-of-way of NCSR 1723 - Ayden Golf
Club Road approximately 1,900 feet south of NCSR 1723 - Ayden Golf Club Road and
Fairview Road intersection in Ayden Township, Pitt County, North Carolina. The existing
project site is currently undeveloped and consists of farmland.
The proposed sewer main extension project will consist of the installation of 3 new
manholes. The project needs to be permitted for the installation of 476 LF of 10" PVC
sanitary sewer main and 265 LF of 8" PVC sanitary sewer main.
Per 15A NCAC 02T.0114(b), the minimum daily design flow for one -bedroom dwelling
unit should be at least 240 gpd. The daily design flow for dwelling units with more than
two bedrooms should have the daily design flow increased by 120 gpd per each
additional bedroom. There will be 22 residential lots within this proposed subdivision
and the developer intends on building 3-bedroom houses in all residential lots.
Therefore, the daily design flow that needs to be permitted for this project is 360 gpd/lot
x 22 lots = 7,920 gpd.
If there are any questions or concerns please contact me at [phone] or email me
at [e-mail].
Sincerely,
•o;alyvoda, PE I
1700-D EAST ARLINGTON BOULEVARD, GREENVILLE, NORTH CAROLINA 27858
NCBELS Lic. No. C-3498 TEL [phone] FAx [phone] www.BALDWINDESIGNCONSULTANTS.com

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Divislors of Water pc soumc.es
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 Ayden
Project Name for which flow is being requested: Allen Park, Section 2
More than one FTSE may be required for a single project if the owner of the WWTP is not responsible for all pomp
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 #:
Fo
0
All flows are in M(
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
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+C)
(E)=(A-D)
Design
Obligated,
Pump Pump Average
Approx. Not Yet Total Current
Station Station Firm Daily Flow**
Current Tributary Flow Plus
(Name or Permit Capacity, * (Firm / pf),
Avg. Daily Daily Flow, Obligated
Available
Number) No. MGD MGD
Flow, MGD MGD Flow
Capacity***
PS 19
N/A
0.461
0.184
0.015
0.075
0.090
0.094
PS 20
N/A
0.259
0.104
0.001
0.029
0.030
0.074
* 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): Town of Ayden
Downstream Permit Number: Not Available
Page 1 of 6
FTSE 10-18

IM
III. Certification Statement:
I David Jones 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.
la 1A -a G U
Signature Date
Colltchoy, /(> sw, 1,2 -,rn-_--
Title of Signing Official
Page 2 of 6
FTSE 10-18

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4545 Ayden Golf Club Rd - Google Maps
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Ayden, NC 28513
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1 of 2 7/29/2020, 9:43 AM

eigC/ee�zopohAw deiweAqye �Ohtuct
CMSD
POST OFFICE BOX 477
GRIFTON, NORTH CAROLINA 28530
CHARLES M. SMITHWICK, JR.
DISTRICT MANAGER
August 10, 2020
Mr. Igor Palyvoda, PE
Baldwin Design Consultants
1700-D East Arlington Blvd
Greenville, NC 27858
Re: Allen Park, Section 2
Dear Mr. Palyvoda:
I am in receipt of your request for the Contentnea Metropolitan Sewerage District (CMSD) to accept the
additional flow of 7,920 gpd of wastewater that will be generated by this project.
By virtue of this letter, the CMSD will accept this additional flow. Please find the attached USE form
and supporting documentation.
Please advise if you have questions or comments.
Sincerely,
( �/� W
Charles M. Smithwick, Jr.
District Manager, CMSD

r,
r! r
�^
,
r
_
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Division of Water i8.r smirces Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Town of Ayden
Project Name for which flow is being requested: Allen Park, Section 2
More than one FTSE may be regained for a single project if the owner of the WWTP is trot 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 #: 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
.525
1.836
.00792
2.37
67.71 %
Il. 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
Permit
Capacity,
Number)
No,
MGD
S. Edge
WQCS00080
2.4
(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 / pf),
Flow,
Daily Flow,
Obligated
Available
MGD
MGD
MGD
Flow
Capacity***
.962
.453
.096
.549
.413
Hwy 11 WQCS00080 7.5 3 1.266 .525 1.791 1.209
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: 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 Signature
Title of Signing Official
-'3�a 6
Date
Page 2 of 6
FTSE 10-18

Wastewater Flow Tracking
Flow Not Tributary to WWTP-Ayden January 2020
Ayden
# Lots Point of
Subdivision
#Lots Platted
#Lots w/Construction
Remaining Entry
Flow Not Tributary
Springdale Townes
60
0
60 Hwy 11
21,600
Springdale Apart.
96
24
72 Hwy 11
25,920
Bel -Mar PI. Ph 2
37
9
28 S Edge
10,080
Pineview Sub.
5
3
2
720
The Arbors
128
20
108 Hwy 11
38,880
Stanfield Sub.
30
0
30 Hwy 11
10,800
Country Club Acres
99
11
88 S Edge
31,680
Ayden CC(pool/clubh)
53
10
43 S Edge
15,480
Pineview Sub. Sec 2
32
21
11 Hwy 11
3,960
Camdyn Place Sub
32
0
32 S Edge
11,520
Arbors (1 bedrm unit)
32
0
32 Hwy 11
7,680
Arbors (2 bedrm unit)
32
0
32 Hwy 11
7,680
Arbors (clubhouse)
Hwy 11
360
South Country Sub
Hwy 11
35,280
Allen Park Sub
43
0
43 S Edge
20,640
Montevallo(Sec1, Ph1)
18
0
18 S Edge
6,480
Leagacy Park
144
0
144 Hwy 11
34,560
Total Flow Obligated but
Not Tributary to WWTP
Ayden 283,320
Winterville 241,560
Total 524,880
283,320
"South Country Subdivision flow was approved by the CMSD on April 3, 2002. Currently there are six (6) duplexes on this site
"This document was revised May 23, 2017 to add South Country Subdivision
Date CMSD
Accepted
Yr/Month
2002-Apr
2004-Apr
2006-May
2011-Nov
2007-Mar
2007-May
2006-Feb
2008-Jan
2009-Apr
2002-Apr
2018-Aug
2020-May
2020-July

Wastewater Flow Tracking
Flow Not Tibutary to WWTP-Winterville January 2020
Winterville
Date CMSD
# Lots Point of
Accepted
Subdivision
# Lots Platted
# Lots w/Construction
Remaining Entry
Flow Not Tributary
Yr/Month
Canterbury Sec.6
63
60
3 Reedy Br
1080
2002-Feb
Brookestone
74
18
56 Church St
20160
2006-Sept
Summerwinds
68
68
0 Mag Rid.
0
2006-Dec
Denali Sub
68
66
2 Reedy Br
720
2008-Mar
Blackstone
27
16
11 Reedy Br
3960
2014-Oct
Brookfield
76
73
3 Church St
1080
2008-Mar
Cooper's Pointe Sec 8
23
23
0 Church St
0
2015-July
Villa Grande Ph 1 & 2
36 3 Bedroom
0
36 Reedy Br
12960
Permit
72 4 Bedroom
35
37 Reedy Br
17760
Revision
13 5 Bedroom
0
13 Reedy Br
7800
2019-Sept
Molly Grove Sub
62
0
62 Church St
29760
2018-July
Copper Creek
40
0
40 Mag, Rid
14400
2018-May
Brookfield Sec. 4
57
0
57 Church St
20520
2018 Oct
Eli's Ridge
232
0
232 Church St
111360
2019-Aug
Total Flow Not Tributary
241560
Note: Winterville Town Council "de -obligated" Laurie Meadows Ph. 3 (duplicate-10,800) gpd and Chapman Court (10,080 gpd)

CMSD Wastewater Flows (August 2019 thru July 2020)
2019 August
September
October
November
December
2020 January
February
March
April
May
June
July
Total/Average
South Edge PS
Total
Average
8.887
0.287
14.579
0.486
7.488
0.242
8.125
0.271
9.622
0.311
11.573
0.373
22.288
0.769
18.21
0.587
15.597
0.52
20.789
0.671
18.18
0.606
9.559
0.308
164.897
0.45258
Hwy 11 PS
Total Average
30.803
0.994
37.202
1.24
28.431
0.917
29.517
0.984
32.416
1.046
36.045
1.163
53.851
1.857
46.649
1.505
40.596
1.353
48.965
1.58
45.435
1.514
32.352
1.044
462.262
1.26642
Main Plant
Total Average
43.376
1.399
54.02
1.801
39.007
1.258
41.151
1.372
46.396
1.497
51.478
1.66
77.347
2.667
66.123
2.133
57.996
1.933
74.813
2.413
70.45
2.348
47.941
1.546
670.098
1.83558
L