WQ0043892_Application (FTSE)_20221014

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October 12, 2022
NC DEQ, Water Quality Section
Washington Regional Office
943 Washington Square Mall
Washington, NC 27889
RE: Fast Track Gravity Sewer Extension — The Quarters Subdivision
Manteo, NC, MKF Realty Corp. , Developer
To Whom it May Concern,
Find attached FTA 06-21, FTSE 04-16, an application fee and supporting data as
required. This is an 8-lot subdivision with 7 lots developed for residential use and one lot
designated for commercial use. The project is located in Manteo NC and is on
Bowsertown Road. The developer intends to construct a private sewer extension on the
subject property and will connect to the Town of Manteo sewer collection system. Only
the eight subject lots will be connected to the new gravity sewer collection system.
Water is being provided to the subject lots from the Town of Manteo Water system.
If I can provide any additional information, please do not hesitate to contact me.
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Planning — Surveying — Engineering — Environmental — Construction Management
P.O. Box 3989, 115 W. Saint Clair St, Kill Devil Hills, North Carolina 27948
North Carolina License No. C-1027
Phone: [phone] www.AlbemarleAssoclates.com Fax: [phone]

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& ASSeOCIATES, LTD.
Project Narrative
The Quarters Subdivision, Manteo, NC
MKF Realty Corporation, Developer
Gravity Sewer Extension
October 12, 2022
This project consists of an eight -lot subdivision located on Bowsertown Road in Manteo
NC. All Tots will access Bowsertown Road, or Exeter Street and no right of way or
roadways are proposed on the project site. The design flow is based upon seven, 4-
bedroom dwelling and one commercial lot. The design flow allocation for each
residential dwelling is 480 GPD and we have assumed that the commercial flow will not
be more than 500 GPD. The Total Design Flow for this gravity sewer extension is 3,860
GPD.
The new gravity collection system will consist of 456 linear feet of 6" diameter PVC
collection line and two 4' diameter concrete manholes with rings and covers. The
system will connect to an existing Town of Manteo manhole located on Exeter Street.
The gravity sewer will be located along the rear of these lots and will be privately owned
and maintained. Water service to these lots will be along the front of the lots and will be
provided by the Town of Manteo. Attached is FTA — 06-21 and FTSE — 04-16 signed by
the Town Manager.
All construction will be in accordance with State and Local requirements regarding
materials, pipe slopes, minimum velocities, vertical / horizontal setbacks, and other
regulatory requirements. Construction of this gravity sewer is scheduled to begin in the
Fall of 2022 or Winter of 2023.
Planning — Surveying — Engineering — Environmental — Constriction Management
P.O. Box 3989, 115 W. Saint Clair St., Kill Devil Hills, North Carolina 27948
North Carolina License No. C-1027
Phone: [phone] www.AlbemarieAssoclates.com Fax: [phone]

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Dlv[slon of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 06-21 & SUPPORTING DOCUMENTATION
Application Number: v "Q 06 ` 3 (to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: MKF Realty Corporation (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: Malcolm Fearing per 15A NCAC 02T .0106(b)
Title: President
4. Applicant's mailing address: P 0 Box 759
City: Manteo State: NC Zip: 27954-
5. Applicant's contact information:
Phone number: [phone] Email Address: mac <[e-mail]>
II. PROJECT INFORMATION:
1. Project name: The Quarters
2. Application/Project status:
® Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: WQ00 and issued date:
For modifications, also attach a detailed narrative description as described in Item G of the checklist.
If new construction, but part of a master plan, provide the existing permit number: WQ00
3. County where project is located: Dare
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.54.0° Longitude: -75.40.5°
5. Parcel ID (if applicable): 978906498346 (or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION: /
1. Professional Engineer: John M DeLucia License Number: 16759 1"
Firm: Albemarle & Associates LTD
Mailing address: 130 Box 3989
City: Kill Devil Hills State: NC Zip: 27948-
Phone number: [phone] Email Address: johnd�iaalbemarleassociates.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Town of Manteo WWTP Permit Number: NC0079057
Owner Name: Town of Manteo, NC
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQ00163
2. Downstream (Receiving) Sewer Information: 8 inch
® Gravity ❑ Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCS 00163
Owner Name(s): Town of Manteo, NC
FORM: FTA 06-21
Page 1 of 5

VI. GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑ Yes ❑ No ® N/A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FARM; DEV) been attached?
❑ Yes ❑ No ® N/A
3. If the Applicant is a Home/Property Owners' Association, has an HOA/POA Operational Agreement (FORM: HOA) and
supplementary documentation as required by 15A NCAC 02T.0115(c) been attached?
❑ Yes ❑ No ® N/A
4. Origin of wastewater: (check all that apply):
® Residential (Individually Owned) ❑ Retail (stores, centers, malls)
❑ Residential (Leased) ❑ Retail with food preparation/service
❑ School / preschool / day care ❑ Medical / dental / veterinary facilities
❑ Food and drink facilities ❑ Church
Businesses / offices / factories ❑ Nursing Home
['Car Wash
❑ Hotel and/or Motels
❑ Swimming Pool/Clubhouse
❑ Swimming Pool/Filter Backwash
❑ Other (Explain in Attachment)
5. Nature of wastewater : 100 % Domestic % Commercial % Industrial (See 15A NCAC 02T .0103(20))
If Industrial, is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Has a flow reduction been approved under 15A NCAC 02T .0114(f)? ❑ Yes ® No
> If yes, provide a copy of flow reduction approval letter with this application
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(f))
Daily Design Flow a'''
No. of Units
Flow
4 bedroom Dwellings
480 gal/day
7
3360 GPD
Office Commercial
500 gal/day
500 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
3860 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 ofthe 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: 3860 GPD (per 15A NCAC 02T ,(1114)
> Do not include future flows or previously permitted allocations
If permitted flow is zero, please indicate why:
['Pump Station/Force Main or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line.
Please provide supplementary information indicating the approximate timeframe for permitting upstream sewers with flow.
❑ Flow has already been allocated in Permit Number: Issuance Date:
❑ Rehabilitation or replacement of existing sewers with no new flow expected
❑ Other (Explain):
FORM: FTA 06-21
Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
6
456
PVC
> Section If & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
> Section III contains information related to minimum slopes for gravity sewer(s)
> Oversizing lines to meet minimum slope requirements is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Pump Stations/Force Mains):
PROVIDE A SEPARATE COPY OF THIS PAGE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude: Longitude: - . °
3. Total number of pumps at the pump station:
3. Design flow of the pump station: millions gallons per day (firm capacity)
> This should reflect the total GPM for the pump station with the largest pump out of service.
4. Operational point(s) per pump(s):
gallons per minute (GPM) at feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
If any portion of the force main is less than 4-inches in diameter, please identify the method of solids reduction per
MDCPSFM Section 2.01C.1.b. ❑ Grinder Pump ❑ Mechanical Bar Screen ❑ Other (please specify)
6. Power reliability in accordance with 15A NCAC 02T .0305(h)(1):
❑ Standby power source or ❑ Standby pump
> Must have automatic activation and telemetry - 15A NCAC 02T.0305(h)(1)(B):
> Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
> Must be permanent to facility and may not be portable
Or if the pump station has an average daily flow less than 15,000 gallons per day 15A NCACO2T.0305(h)(1)(C):
❑ Portable power source with manual activation, quick -connection receptacle and telemetry -
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry:
> Include documentation that the portable source is owned or contracted by the applicant and is compatible with the station.
> If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall be provided
as part of this permit application in the case of a multiple station power outage.
FORM: FTA 06-21 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(f)):
1. Does the project comply with all separations/alternatives found in 15A NCAC 02T .0305(f) & (g)? ® Yes ❑ No
15A NCAC 02T.0305(fl contains minimum separations that shall be provided for sewer systems:
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below (vertical)
18 inches
'Water mains (vertical - water over sewer preferred, 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, and associated wetlands.
100 feet
**Waters classified WS (except WS-I or WS-V), B, SA, ORW, HQW, or SB from normal
high water (or tide elevation) and wetlands associated with these waters (see item IX.2)
50 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches, as well as wetlands associated with these waters or classified as WL.
10 feet
Any building foundation (horizontal)
5 feet
Any basement (horizontal)
10 feet
Top slope of embankment or cuts of 2 feet or more vertical height
10 feet
Drainage systems and interceptor drains
5 feet
Any swimming pools
10 feet
Final earth grade (vertical)
36 inches
D. If noncompliance with 02T.0305(f) or (g), see Section X.1 of this application
*15A NCAC 02T.0305(g) contains alternatives where separations in 02T.0305(f) cannot be achieved. Please check "yes"
above if these alternatives are used and provide narrative information to explain.
**Stream classifications can be identified using the Division's NC Surface Water Classifications webpage
2. Does this project comply with the minimum separation requirements for water mains? ® Yes ❑ No ❑ N/A
> If no, please refer to 15A NCAC 18C.0906(f) for documentation requirements and submit a separate document,
signed/sealed by an NC licensed PE, verifying the criteria outlined in that Rule.
3. Does the project comply with separation requirements for wetlands? ❑ Yes ❑ No ® N/A
> Please provide supplementary information identifying the areas of non-conformance.
➢ See the Division's draft separation requirements for situations where separation cannot be met.
> No variance is required if the alternative design criteria specified is utilized in design and construction.
4. Is the project located in a river basin subject to any State buffer rules? ❑ Yes Basin name: ® No
If yes, does the project comply with sethacks found in the river basin rules per 15A NCAC 02B .0200? ❑ Yes ❑ No
D. This includes Trout Buffered Streams per 15A NCAC 2B.0202
5. Does the project require coverage/authorization under a 404 Nationwide/individual permits ❑ Yes ® No
or 401 Water Quality Certifications?
➢ Please provide the permit number/permitting status in the cover letter if coverage/authorization is required.
6. Does project comply with 15A NCAC 02T.0105(c)(6) (additional permits/certifications)? ® Yes ❑ No
Per 15A NCAC 02T.0105(c)(6), directly related environmental permits or certification applications must be being prepared,
have been applied for, or have been obtained. Issuance of this permit is contingent on issuance of dependent permits (erosion
and sedimentation control plans, stormwater management plans, etc.).
7. Does this project include any sewer collection lines that are deemed "high -priority?" ❑ Yes ® No
Per 15A NCAC 02T.0402, "high -priority sewer" means any aerial sewer, sewer contacting surface waters,
siphon, or sewers positioned parallel to streambanks that are subject to erosion that undermines or deteriorates the sewer.
Siphons and sewers suspended through interference/conflict boxes require a variance approval.
D. If yes, include an attachment with details for each line, including type (aerial line, size, material, and location).
High priority lines shall be inspected by the permittee or its representative at least once every six -months and
inspections documented per 15A NCAC 02T.0403(a)(5) or the permittee's individual System -Wide Collection permit.
FORM:1"1A 06-21 Page 4 of 5

X. CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC 02T, the Minimum Design Criteria for the Permitting of Pump Stations
and Force Mains (latest version), and the Gravity Sewer Minimum Design Criteria (latest version) as applicable?
® Yes ❑ No
If no, for projects requiring a single variance, complete and submit the Variance/Alternative Design Request application
(VADC 10-14) and supporting documents for review to the Central Office. Approval of the request will be issued
concurrently with the approval of the permit, and projects requiring a variance approval may be subject to longer
review times. For projects requiring two or more variances or where the variance is determined by the Division to be a
significant portion of the project, the full technical review is required.
2. Professional Engineer's Certification:
I, John M. DeLucia, PE_, attest that this application for The Quarters Subdivision
(Professional Engineer's name from Application Item M.1.) (Project Name from Application Item 11.1)
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans,
specifications, engineering calculations, and all other supporting documentation to the best of my knowledge. I further
attest that to the best of my knowledge the proposed design has been prepared in accordance with the applicable regulations,
Minimum Design Criteria for Gravity Sewers (latest version), and the Minimum Design Criteria for the Fast -Track Permitting
of Pump Stations and Force Mains (latest version). Although other professionals may have developed certain portions of this
submittal package, inclusion of these materials under my signature and seal signifies that I have reviewed this material and
have judged it to be consistent with the proposed design.
NO1h — 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. Misrepre--ntation of the application
information, including failure to disclose any design non-compliance with the applicable Rules and • -sign • iteria, may subject
the North Carolina -licensed Professional Engineer to referral to the licensing boar NCAC. NCAC701)
z<"
North Carolina Professional Engineer's seal, signature, and date:
1
3. Applicant's Certification per 15A NCAC 02T .0106(b):
I, Malcolm Fearing , attest that this application for The Quarters
(Signature Authority Name from Application Item I.3.)
(Project Name from Application Item 11.1)
attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge.
I understand that if all required parts of this application are not completed and that if all required supporting documentation
and attachments are not included, this application package is subject to being returned as incomplete. I understand that any
discharge of wastewater from this non -discharge system to surface waters or the land will result in an immediate enforcement
action that may include civil penalties, injunctive relief, and/or criminal prosecution. I will make no claim against the Division
of Water Resources should a condition of this permit be violated. I also understand that if all required parts of this application
package are not completed and that if all required supporting information and attachments are not included, this application
package will be returned to me as incomplete.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
.1*
1�,it
Date: 9_ 2 e ' da
FORM: FTA 06-21 Page 5 of 5

Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: MKF Realty Corporation
Project Name for which flow is being requested: The Quarters Subdivision
More than one 1~"1 SE may be required for a single project if the owner of the WWTP is not responsible for all pump
stations along the route of the proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Town of Manteo, NC
b. WWTP Facility Permit #: NC0079057
c. WWTP facility's permitted flow .6
d. Estimated obligated flow not yet tributary to the WWTP 0
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
.253
.003860
.253
42%
H. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
List pump stations located between the project connection point and the WWTP:
Pump Station Firm
(Name or Capacity, *
Number) MGD
Bowsertown 2.448
(A)
Design
Average Daily
Flow**
(Firm / pf),
MGD
(B) (C)
Obligated,
Approx. Not Yet
Current Tributary
Avg. Daily Daily Flow,
Flow, MGD MGD
.253
(D)=(B+C) (E)=(A-D)
Total Current
Flow Plus
Obligated
Flow
Available
Capacity***
.253 2.195
* The Firm Capacity of any pump station is defined as the maximum pumped flow that
can be achieved with the largest pump taken out of service.
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking
factor (pf) not less than 2.5.
*** A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the WWTP where the Available Capacity is < 0.
Downstream Facility Name (Sewer): Town of Manteo WWTP
Downstream Permit Number: NC0079057
Page 1 of 6
FTCP fld_ 1 A

III. Certification Statement:
I Melissa Dickerson certify to the best of my knowledge that the addition of
the volume of wastewater to be permitted in this project has been evaluated along the route to the
receiving wastewater treatment facility and that the flow from this project is not anticipated to
cause any capacity related sanitary sewer overflows or overburden any downstream pump station
en route to the receiving treatment plant under normal circumstances, given the implementation of
the planned improvements identified in the planning assessment where applicable. This analysis
has been performed in accordance with local established policies and procedures using the best
available data. This certification applies to those items listed above in Sections I and II plus all
attached planning assessment addendums for which I am the responsible party. Signature of this
form indicates acceptance of this wastewater flow.
cJ� 9 0-3 Signing Official Signature130--0
ate
Page 2 of 6
1 TQR 1111_1 A

BUSINESS CORPORATION ANNUAL REPORT
NAME OF BUSINESS CORPORATION: M F REALTY CORPORATION
•
SECRETARY OF STATE ID NUMBER: 0408123 STATE OF FORMATION: NC
REPORT FOR THE FISCAL YEAR END: 12/31 /2021
SECTION A: REGISTERED AGENT'S INFORMATION
1. NAME OF REGISTERED AGENT: FEARING III, M K
E - Filed Annual Report
0408123
CA202210215747
4/12/2022 06:00
Changes
2. SIGNATURE OF THE NEW REGISTERED AGENT:
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
3. REGISTERED AGENT OFFICE STREET ADDRESS & COUNTY 4. REGISTERED AGENT OFFICE MAILING ADDRESS
300 Sir Walter Raleigh St. PO BOX 759
Manteo, NC 27594 Dare County Manteo, NC 27594
SECTION B: PRINCIPAL OFFICE INFORMATION
1. DESCRIPTION OF NATURE OF BUSINESS: Real Estate
2. PRINCIPAL OFFICE PHONE NUMBER: [phone] 3. PRINCIPAL OFFICE EMAIL: Privacy Redaction
4. PRINCIPAL OFFICE STREET ADDRESS 5. PRINCIPAL OFFICE MAILING ADDRESS
300 Sir Walter Raleigh St. P.O. Box 759
Manteo, NC 27954 Manteo, NC 27954
6. Select one of the following if applicable. (Optional see Instructions)
The company is a veteran -owned small business
The company Is a service -disabled veteran -owned small business
SECTION C: OFFICERS (Enter additional officers in Section E.)
NAME: Malcolm K Fearing , III
TITLE: President
ADDRESS:
NAME: Susan F Fearing NAME:
TITLE: Secretary TITLE:
ADDRESS: ADDRESS:
PO Box 759 PO Box 759
Manteo, NC 27594 Manteo, NC 27594
SECTION D: CERTIFICATION OF ANNUAL REPORT, Section D must be completed In Its entlrety by a person/business
en Susan F Fearing 4/12/2022
SIGNATURE DATE
Fort must be signed by an officer listed under Section C of this form.
Susan F Fearing Secretary
Print or Type Name of Officer Print or Type Title of Officer
This Annual Report has been filed electronically.
MAIL TO: Secretary of State, Business Registration DHlston, Post Office Box 29625, Raleigh, NC 27626-0625

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