WQ0042240_Application (FTSE)_20201222

Malpass & Associates
Engineering & Planning
1645 E. Arlington Blvd Suite D
Greenville, NC 27858
Phone: [phone]
Fax: [phone]
December 17, 2020
State of North Carolina
Department of Environmental Quality
Division of Water Resources
943 Washington Square Mall
Washington, NC 27889
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RE: Cottages at Swift Creek — Fast Track Application for proposed Wastewater Collection System
Extension Permit
Dear Sirs,
I have attached with this letter a fast track application for a sanitary sewer system extension for a 39 lot
single family subdivision proposed on a 12.3181 acre tract of land with a proposed flow allocation of
14,040 GPD. The proposed project consist of 1570 lineal feet of proposed 8" sanitary sewer main
extension with thirty nine (39) 4" sanitary sewer services.
The attached submittal package includes the following:
1) 2 original Fast Track Sewer System Extension applications (FTA 04-16)
2) Check No. 10592 - $480.00
3) 2 -8.5 inch x 11 inch USGS map of property
4) 2- 8.5 inch x 11 inch aerial and street view of the property
5) 2- Flow Tracking for Sewer Extension Applications (FTSE 10-18)
6) 2-Contentnea Metropolitan Sewerage District — Flow acceptance letter
7) 2 — Engineers Report
If there is anything we need to address or provide, please let us know.
Sincerely,
William K. Malpass
Attachments

MEMO
Ma!pass & Associates
NC Department of Environmental CHECHOMATICCOM
Quality (aao)sssssva
P-1234, Cottages at Swift Creek, Sanitary Sewer 7/Per
Malpass & Aseociates
Greenville, NC 27858
1645 East Arlington Blvd Suite ID Bunch Banking and Trust Co
aka [phone] Company 10592
12/17/2020
PAY ro THE NC Department of Environ
ORDER OF
mental Quality
Four Hundred Eighty and 00l100*.*.*.***,**.*.*.*..**.*...«*.*.*,*.. *..*.**...*.....*.*..**. __..
NC Department of $
Environmental Quality
1628 Mail Service Center
Raleigh, NC 27699-1628
P-1234, Cottages at Swift Creek, Sanitary Sewer Pe
I'0L05920t;053/01121r 000511t,
09557711•
Checking - ggg,T P-1234, Cottages at Swift Creek, Sanitary Sewe
DOLLARS
10592
480.00
4u3.00

Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
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 I5A 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 l C .0100;
> Projects that do not meet any part of the minimum design criteria (MDC) document;
> Projects that involve a variance from the requirements of I5A 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):
E 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):
E 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):
E 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 1.2 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.
E The Project Name in item 11.1 shall be consistent with the project name on the flow acceptance letters, agreements, etc.
E The Professional Engineer's Certification on Page 5 of the application shall be signed, sealed and dated by a North
Carolina licensed Professional Engineer.
E 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 l of 3

E. Flow Tracking/Acceptance Form (Form: FTSE 04-16) (If Applicable):
El 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):
El 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(h1(1), submit documentation of power reliability for pumping stations.
➢ This alternative is only available for average daily flows less than 15,000 gallons per day
➢ It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant and is compatible
with the station. The Division will accept a letter signed by the applicant (see 15A NCAC 02T .0106(b)) or proposed
contractor, stating that "the portable power generation unit or portable, independently -powered pumping units, associated
appurtenances and personnel are available for distribution and operation of this pump station."
> If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump
stations' storage capacities and the rotation schedule of the portable power source or pump, including travel
timeframes, shall be provided in the case of a multiple station power outage. (Required at time of certification)
I. Certificate of Public Convenience and Necessity (All Application Packages for Privately -Owned Public Utilities):
❑ Per 15A NCAC 02T .0115(a)(1) provide the Certificate of Public Convenience and Necessity from the North Carolina
Utilities Commission demonstrating the Applicant is authorized to hold the utility franchise for the area to be served by
the sewer extension, or
❑ Provide a letter from the North Carolina Utilities Commission's Water and Sewer Division Public Staff stating an
application for a franchise has been received and that the service area is contiguous to an existing franchised area or that
franchise approval is expected.
J. Operational Agreements (Applications from HOA/POA and Developers for lots to be sold):
❑ 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

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
Swannanoa, North Carolina 28778
[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 28301-5094
[phone]
[phone] Fax
Anson, Bladen, Cumberland, Harnett, Hoke,
Montgomery, Moore, Robeson, Richmond,
Sampson, Scotland
Water Quality Section
Mooresville Regional Office
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
1628 Mail Service Center
Raleigh, North Carolina 27699-1628
[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,
Currituck, 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, Dublin, New
Hanover, Onslow, Pender
Water Quality Section
Winston-Salem Regional Office
450 W. Hanes Mill Road
Suite 300
Winston-Salem, North Carolina 27105
[phone]
Alamance, Alleghany, Ashe, Caswell, Davidson,
Davie, Forsyth, Guilford, Rockingham, Randolph,
Stokes, Surry, Watauga, Wilkes, Yadkin
Water Quality Section
INSTRUCTIONS FOR FORM: FTA 04-16 & SUPPORTING DOCUMENTATION Page 3 of 3

DWR
Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: (to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Town of 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: Mr. Matthew S. Livingston per 15A NCAC 02T .0106(b)
Title: Town Manager
4. Applicant's mailing address: 4144 West Avenue
City: Ayden State: NC Zip: 28513-
5. Applicant's contact information:
Phone number: [phone] Email Address: [e-mail]
II. PROJECT INFORMATION:
1. Project name: Cottages at Swift Creek
2. Application/Project status:
® Proposed (New Permit) ❑ Existing Permit/Project
Ha 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: 35,4691° Longitude: -77.3886'
5. Parcel ID (if applicable): Parcel Number 14922
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
I. Professional Engineer: William K. Malpass
Firm: Malpass & Associates
Mailing address: 1645 East Arlington Blvd. Suite D
City: Greenville State: NC Zip: 27858-_
Phone number: [phone] Email Address: [e-mail]
License Number: PE 16823
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Contentnea Sewage District Permit Number: NC0032077
Owner Name: Contentnea Metropolitan Sewage District
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ0042104 Downstream (Receiving) Sewer Size: 10 inch
System Wide Collection System Permit Number(s) (if applicable): WQCS
Owner Name(s):
FORM: FTA 04-16 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 ENo ®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 EINo ®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
['Residential Leased
❑ School / preschool / day care
❑ Food and drink facilities
❑ Businesses / offices / factories
❑ Retail (stores, centers, malls)
❑ Retail with food preparation/service
❑ Medical / dental / veterinary facilities
❑ Church
❑ Nursing Home
5. Nature of wastewater : 100 % Domestic/Commercial % Commercial
% Industrial (See 15A NCAC 02T .0103(20))
�Is there a Pretreatment Program in effect?
6. Has a flow reduction been approved under 15A NCAC 02T .0114(f)? ❑ Yes
➢ If ves, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
❑ Car Wash
❑ Hotel and/or Motels
❑ Swimming Pool /Clubhouse
❑ Swimming Pool/Filter Backwash
❑ Other (Explain in Attachment)
❑ Yes ❑ No
❑ No
Establishment Type (see 02T.0114(f))
Daily Design Flow °,t)
No. of Units
Flow
Single Family Dwellings
360 gal/day
39
14,040 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
14,040 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: 14,040 GPD (per 15A NCAC 02T .0114)
➢ 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

VI I. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
I . Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8
DIP
8
1459
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 & 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)(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 & I5A NCAC 02T .0305(f)):
1. Does the project comply with all separations found in 15A NCAC 02T .0305(0 & (g)
ations that shall be p►•ovided for sewer systems:
® Yes ❑ No
y t )A rv�AC 02T.0305(1) conta1„a 1IIIl�,�1� fl �., �..
Setback Parameter*
Separation Required
24 inches
Storm sewers and other utilities not listed below (vertical)
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(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 (g), see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ❑ Yes ❑ No Z 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
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.),
❑ Yes ® No
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.
Professional Engineer's Certification:
(Professional Engineer's name from Application Item III.i.)
attest that this application for
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 1 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 I43-215.6B, 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. �.��r.�,1nnnrpinP
North Carolina Professional Engineer's seal, signature, and date:
3. Applicant's Certification per 15A NCAC 02T .0106(b):
I,/11 4 letJ 5. 1i ? V r NSJr / / O€ i/) /11/h-v/2 '/__ attest that this application for
(Signature Authority's nanre & title from Application Item 1.3.Y
has been reviewed by me and is accurate and complete to the best of my knowledge. 1 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: 0 4/-. ZaZJ
FORM: FTA 04-16 Page 5 of 5

SITE
COTTAGES
AT SWIFT
CREEK
1000'
500'
0
1000'
TOWN OF AYDEN
OUTFALL MAIN
PERMIT NO. WOOM21
2000'
GRAPHIC SCALE
1" = 1000'
A PORTION OF USGS MAP AYDEN NC 2019
COTTAGES AT SWIFT CREEK
REFERENCE DEED BOOK 3754, PAGE 734
OF THE PITT COUNTY REGISTRY
AYDEN TOWNSHIP PITT COUNTY NORTH CAROLINA
OWNER: KENNETH H. SMITH &
CHRISTIE SMITH
ADDRESS: 1588 NC HWY 102 EAST
AYDEN, NC 28513
PHONE: [phone]
APPROVED: WKM
DRAWN: WKM
DATE 09/01/20
SCALE: 1"=1000'
SHEET 1 OF 1
MALPASS & ASSOCIATES
NC LICENSE NO. C-1289
1645 EAST ARLINGTON BLVD., SUITE D
GREENVILLE, NC 27858
[phone]
PROJECT NO. P-1234 , DRAWING NO. P-1234CON-RESIDENTIAL.DGN

AERIAL AND STREET VIEW
COTTAGES AT SWIFT CREEK
AYDEN TOWNSHIP
REFERENCE DEED BOOK 3754, PAGE 734
OF THE PITT COUNTY REGISTRY
PITT COUNTY NORTH CAROLINA
OWNER: KENNETH H. SMITH &
CHRISTIE SMITH
ADDRESS: 1588 NC HWY 102 EAST
AYDEN, NC 28513
PHONE: [phone]
APPROVED: WKM
DRAWN: WKM
DATE: 09/01120
SCALE: NTS
SHEET: 1 OF 1
MALPASS & ASSOCIATES
NC LICENSE NO. C-1289
1645 EAST ARLINGTON BLVD., SUITE D
GREENVILLE, NC 27858
[phone]
PROJECT NO. P-1234 , DRAWING NO. P-1234CON-RESIDENTIAL.DGN

State of North Carolina
Department of Environmental Quality
Division of Water Resources
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: Cottages at Swift Creek
More than one FTSE nary be required for n single project if the owner of the fi 1fVTP is not responsible for rrll pump
stations along the route optic proposed wastewater flow.
1. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name:
b. WWTP Facility Permit #:
All flows are in MGD
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
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:
(A) (B) (C) (D)=(B+C) (E)=(A-D)
Design Obligated,
Pump Pump Average Approx. Not Yet Total Current
Station Station Finn Daily Flow** Current Tributary Flow Plus
(Name or Permit Capacity, * (Firm / pt), 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 0.105 0.120 0.064
* 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
(pt) not less than 2.5, per Section 2.02(A)(4)(c) of the Minimum Design Criteria.
*** A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the WWTP where the Available Capacity is < 0.
Downstream Facility Name (Sewer): Town of Ayden
Downstream Permit Number: Not Available
Page 1 of 6
FTSE 10-18

III. Certification Statement:
l 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 hest 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 Offrcid(Signature
er, 4 )en clie✓/t
Title of Signing Official
Page 2 of 6
I//2/») o
Dale
FTSE 10-18

eoiate&nea C'/Latopolit>zia eSewetage -Oh et ct
CMSD
CHARLES M. SMITHWICK, JR.
DISTRICT MANAGER
POST OFFICE BOX 477
GRIFTON, NORTH CAROLINA 28530
November 3, 2020
Mr. Ken Malpass
Malpass & Associates Engineering & Planning
1645 E. Arlington Blvd. Suite D
Greenville, NC 27858
Re: Cottages At Swift Creek
Dear Mr. Malpass:
I am in receipt of your request for the CMSD to accept the additional flow of 14,040 gpd that will be
generated by this project. As per request, I have provided the required FTSE 10-18 form and supporting
documentation.
Please be advised that the CMSD requires an Impact and Access Fee of $1000.00 per single family
dwelling.
If additional information or assistance is needed, please advise,
Charles M. Smithwick, Jr.
District Manager, CMSD

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: Cottages At Swift Creek
Afore than one FTSE piny be required for a single project If the owner of the !d'6i'TP Is not responsible for all pump
stations along the route of the proposer! 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 .573
e. WWTP facility's actual avg. flow 1.91
f. Total flow for this specific request .014
g. Total actual and obligated flows to the facility 2.497
h. Percent of permitted flow used 71.34%
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)=03'1'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, * (Finn / pO, Flow, Daily Flow, Obligated Available
Number) No. MGD MGD MGD MGD Flow Capacity***
S. Edge WQCS00080 2.4 .962 .453 .144 .597 .365
Hwy 11 WQCS00080 7.5 3 1.286 .573 1.859 1,141
* 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 Tess 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 < O.
Downstream Facility Name (Sewer): Contentnea Metropolitan Sewerage Distr.
Downstream Permit Number: NC0032077
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.
444
Signing Official Signature
iliAler i»Ai 4frP, es ?)
Tie of Signing Official
//- S--addo
Dale
Page 2 of 6
FTSE 10-18

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Project:
Water Supplier:
Sanitary Sewer
Service:
Developer:
Engineer:
Engineers Report for Public
Sanitary Sewer Main Extension
for
Cottages at Swift Creek
Ayden, North Carolina
November 4, 2020
Cottages at Swift Creek
Greenville, NC
Eastern Pines Water Corporation
5442 Eastern Pines Road
Greenville, NC 27835-1847
[phone] - Phone
[phone] - Fax
Town of Ayden
4144 West Avenue
Ayden, NC 28513
[phone] - Phone
[phone]- Fax
Kenneth H. Smith
1588 NC Hwy. 102 East
Ayden, NC 28513
[phone] - Phone
[phone] - Fax
Malpass & Associates
1645 East Arlington Boulevard, Suite D
Greenville, NC 27858
[phone] - Phone
[phone] - Fax

Project Description:
Area to be Served
The project is a proposed sanitary sewer main extension to serve 39 single
family homes/residences.
Proposed Facilities
Approximately 1570 LF of 8" sanitary sewer main, thirty nine (39) four inch
sewer services, eight (8) manholes and appurtenances are proposed for this
sanitary sewer main extension.
Demands
Proposed project is a thirty nine (39) lot single family 3 bedroom home
subdivision. Using 120 GPD/bedroom for a three (3) bedroom home yields a
daily demand of 360 GPD/home. Total daily demand for the thirty nine (39) lot
subdivision is 14,040 GPD.
Existing/Proposed Town of Ayden Sanitary Sewer System
Location of project in relation to existing sanitary sewer system
The sanitary sewer system for the proposed Cottages at Swift Creek will tie into
a proposed 10" sanitary sewer outfall line proposed along the northern right of
way of NC 102.