WQ0041979_Application (FTSE)_20200910

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State of North Carolina
Department of Environmental Quality
DWR Division 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 15A NCAC 02T.0303./i20
Projects not eligible for review via the fast track process (must be submitted for full technical review): ,s' c�R
ti
➢ Projects that require an environmental assessment in accordance with 15A NCAC I .0100; FA jo h'9
➢ Projects that do not meet any part of the minimum design criteria (MDC) document; wo9�o �0
➢ Projects that involve a variance from the requirements of 15A NCAC 2T; ash?a/ area eo
➢ Pressure sewer systems utilizing septic tank -effluent pumps (STEPS) or simplex grinder pumps; '�9ro�Ae�aQ�a/
➢ STEP or simplex grinder pumps connecting to pressurized systems (e.g. force mains);
➢ Vacuum sewer systems.
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e
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):
® List all items included in the application package, as well as a brief description of the requested permitting action.
➢ Be specific as to the system type, number of homes served, flow allocation required, etc.
➢ If necessary for clarity, include attachments to the application form.
C. Application Fee (All New and Major Modification Application Packages):
M Submit a check or money order in the amount of $480.00 dated within 90 days of application submittal.
➢ Payable to North Carolina Department of Environmental Quality (NCDEQ)
D. Fast Track (Form: FTA 04-16) Application (Required for All Application Packages):
® Submit the completed and appropriately executed application.
➢ If necessary for clarity or due to space restrictions, attachments to the application may be made.
❑ If the Applicant Type in Item I.2 is a corporation or company, provide documentation it is registered for business with
the North Carolina Secretary of State.
❑ If the Applicant Type in Item 1.2 is a partnership or d/b/a, enclose a copy of the certificate filed with the Register of
Deeds in the county of business.
® The Project Name in Item I1.1 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 Pagel 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)(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
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
DWR Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Dlivision of Waftr Resources FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number:A 06+1c17 -1 (to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: KDHWWTP, LLC (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership
❑ Federal ❑ State/County ❑ Municipal
3. Signature authority's name: George E. Goodrich per 15A NCAC 02T .0106(b)
Title: Managinp, Partner
4. Applicant's mailing address: P.O. Box 3629
City: Kill Devil Hills State: North Carolina Zip: 27948-
5. Applicant's contact information:
Phone number: (252� 475-0874 Email Address: eddiegoodrich@villa eg realtvobx.com
11. PROJECT INFORMATION:
1. Project name: Swell Brewing, LLC
® Privately -Owned Public Utility
❑ Other
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: Dare
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.99816' Longitude:-75.64797'
5. Parcel 1D (if applicable):
(or Parcel ID to closest downstream sewer)
IIl. CONSULTANT INFORMATION:
1. Professional Engineer: Michael W. Robinson, P.E. License Number: NC 18994
Firm: Michael W. Robinson, P.E., P.L.S.
Mailing address: P.O. Box 2852
City: Kill Devil Hills State: NC Zip: 27948-
Phone number: 252 255-8026 Email Address: mrobinsonAobxen ing eering.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: KDHWWTP, LLC Permit Number: W00002829
Owner Name: KDHWWTP, LLC
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ0002829 Downstream (Receiving) Sewer Size: 6 inch
System Wide Collection System Permit Number(s) (if applicable): WQCS
OwnerName(s): KDHWWTP, LLC
FORM: FTA 04-16 Pagel of 5

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: % Domestic/Commercial 100 % Commercial
% Industrial (See 15A NCAC 02T .0103(20))
A -Is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Hasa flow reduction been approved under 15A NCAC 02T .0114(f)? ❑ Yes ®No
➢ If Yes, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.01140
Daily Design Flow a,b
No. of Units
Flow
Craft Breer Brewery with tasting room
1,420 gal/day
1
1,420 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
1,420 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: 1,420 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

VH. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
6 137 SDR 35
➢ 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: 1
2. Approximate Coordinates (Decimal Degrees): Latitude: 35.099816' Longitude:-75.64797'
3. Design flow of the pump station: 0.00142 millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): 180 gallons per minute at 59 feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
4
51
C900
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(f)):
1. Does the project comply with all separations found in 15A NCAC 02T .0305(f) & W ® Yes ❑ No
D 1 5A NCAC n?T 0305(fl contains minimum senarations that shall be provided for sewer systems:
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below vertical
24 inches
Water mains vertical -water over sewer including in benched trenches
18 inches
Water mains horizontal
10 feet
Reclaimed water lines vertical - reclaimed over sewer
18 inches
Reclaimed water lines horizontal - reclaimed over sewer
2 feet
**Any private or public water supply source, including any wells, WS-I waters of Class I or
Class II impounded reservoirs used as a source of drinking water
100 feet
**Waters classified WS (except WS-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(a) 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( 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 021.0105(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.04021 "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 supportine
documents.
2. Professional Engineer's Certification:
1, ^CNACG w• I&Mi"Sof4 RC. attest that this application for
(Professional Engineer's name from Application Item III.1.)
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans, specifications,
engineering calculations, and all other supporting documentation to the best of my knowledge. I further attest that to the best
of my knowledge the proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer
Minimum Design Criteria for Gravity Sewers (latest version), and the Minimum Design Criteria for the Fast -Track
Permitting of Pump Stations and Force Mains (latest version). Although other professionals may have developed certain
portions of this submittal package, inclusion of these materials under my signature and seal signifies that I have reviewed this
material and have judged it to be consistent with the proposed design.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.6B, 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._,sioss, I lots..
North Carolina Professional Engineer's seal, signature, and date:
3. Applicant's Certification per 15A NCAC 02T .0106(b):
Signature Authority's name & title fi
Application Item I.3.)
SEAL ) z.
ism
that this application for
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of
this application are not completed and that if all required supporting documentation and attachments are not included, this
application package is subject to being returned as incomplete. I understand that any discharge of -wastewater from this non -
discharge system to surface waters or the land will result in an immediate enforcement action that may include civil penalties,
injunctive relief, and/or criminal prosecution. I will make no claim against the Division of Water Resources should a
condition of this permit be violated. I also understand that if all required parts of this application package are not completed
and that if all required supporting information and attachments are not included, this application package will be returned to
me as incomplete.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
Signature., Date:
9_
FORM: FTA 04-16 Page 5 of 5

Project Narrative for Fast -track Application (FTA 12/07)
Swell Brewing, LLC
Kill Devil Hills, Dare County, North Carolina
Design flow = 1,420 gpd
Parcel Location and Parcel Data:
Lot B and C and 1, Bessie C. Harrison and N.C. Douglas Division as Described in
D.B. 2339 PG. 0577 and P.C. 1 SL. 76, Dare County Registry.
1802 South Virginia Dare Trail, Kill Devil Hills, Dare County, NC
PIN 9893 13 14 3846, Parcel Number 022897000
Proposed Development:
Small Craft Beer Brewery with tasting room and outdoor activity area.
No food service is presently proposed.
Project Wastewater Design Flow:
The Design flow based on expected maximum production using water use
projections from similar facilities. Design flow = 1,420 gpd.
Design Notes:
The project lift station has been designed to meet or exceed the Fast —Track minimum
design criteria. At design flow, the wet well and collection system includes 24 hour
(minimum) storage above the alarm level. A manual transfer switch will be provided for
a portable generator connection.
The utility will be owned and operated by the public wastewater utility permitted as
KDHWWTP, LLC by permit WQ0002829. The service district addition was received by
the NC Utilities Commission and assigned Docket Number W-1160, Sub No. xx on
September xx, 2020.

State of North Carolina
Department of Environmental Quality
DWR Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Applications
Dirbior► of Water ResourcesPP
(FTSE 04-16)
Entity Requesting Allocation: KDHWWTP, LLC
Project Name for which flow is being requested: Swell Brewing LLC
More than one FTSE 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: KDHWWTP, LLC
b. WWTP Facility Permit #: WQ0002829 (July 14, 2017)
All,flows are in MGD
c. WWTP facility's permitted flow 0.660000
d. Estimated obligated flow not yet tributary to the WWTP 0.221290
e. WWTP facility's actual avg. flow 0.202045
f. Total flow for this specific request 0.001420
g. Total actual and obligated flows to the facility 0.424755
h. Percent of permitted flow used 64.4
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)
Design
Pump
Average Daily
Station
Firm Flow**
(Name or
Capacity, * (Firm / pf),
Number)
MGD MGD
n/a
(B)
(C)
(D)=(B+C)
Obligated,
Approx.
Not Yet
Total Current
Current Avg.
Tributary
Flow Plus
Daily Flow,
Daily Flow,
Obligated
MGD
MGD
Flow
(E)=(A-D)
Available
Capacity***
* 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):
Downstream Permit Number:
Page 1 of 6
FTSE 04-16

III. Certification Stateme=
I George E. Goodrich, Managing certify to the best of my knowledge that the addition of
Partner
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 avai`iable 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 r�espdhsible . party.
Signattue of this form indicates acceptance of this wastewater flow.
Sig?dng Of cial
Date
Page 2 of 6
FTSE 04-16

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Water Resources
ENVIRONMENTAL QUALITY
July 14, 2017
GEORGE E. GOODRICH — MANAGING PARTNER
KDHWWTP, LLC
POST OFFICE BOX 3629
KILL DEVIL HILLS, NORTH CAROLINA 27948
Dear Mr. Goodrich:
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
S. JAY ZIMMERMAN
Director
Subject: Permit No. WQ0002829
KDHWWTP
High -Rate Infiltration & Non -
Conjunctive Reclaimed
Utilization System
Dare County
In accordance with your permit major modification request received January 31, 2017, and
subsequent additional information received May 5, 2017, we are forwarding herewith Permit No.
WQ0002829 dated July 14, 2017, to KDHWWTP, LLC for the continued operation of the high -rate
infiltration and non -conjunctive reclaimed utilization facilities, as well as the continued operation and
subsequent modification of the existing wastewater treatment facilities.
The modifications to the subject permit are as follows: to address exceedances of nitrate
concentrations in the groundwater the permittee will segment the aeration basins into alternating aerobic
and anoxic zones in order to promote the biological removal of nitrogen (5 stage Bardenpho Process with
Integrated Fixed Film/Activated Sludge). The disposal capacity is to be expanded by adjusting the overall
permitted capacity to 660,000 gallons per day (GPD).
This permit shall be effective from the date of issuance until June 30, 2022, shall void Permit No.
WQ0002829 issued December 9, 2016, and shall be subject to the conditions and limitations as specified
therein. Please pay particular attention to the monitoring requirements listed in Attachments A, B and C
for they may differ from the previous permit issuance. Failure to establish an adequate system for collecting
and maintaining the required operational information shall result in future compliance problems.
Please note the following permit conditions are new since the last permit issuance dated
December 9, 2016:
➢ Condition III.17. — This condition requires that the Penmittee develop and implement an
education program to inform users (including employees) about the proper use of reclaimed
water.
➢ Condition III.18. —This condition requires that the Permittee provide notification to the public
and/or employees about the use of reclaimed water, and that reclaimed water is not intended
for drinking.
--"-"—Nothing Compare$`-_1
State of North Carolina I Environmental Quality I Water Resources I Water Quality Permitting I Non -Discharge Permitting
1617 Mail Service Center I Raleigh, North Carolina 27699-1617
919-807-6332

Mr. George E. Goodrich
July 14, 2017
Page 2 of 2
If any parts, requirements or limitations contained in this permit are unacceptable, the Permittee
has the right to request an adjudicatory hearing upon written request within 30 days following receipt of
this permit. This request shall be in the form of a written petition, conforming to Chapter 150B of the North
Carolina General Statutes, and filed with the Office of Administrative Hearings at 6714 Mail Service
Center, Raleigh, NC 27699-6714. Unless such demands are made, this permit shall be final and binding.
One set of approved plans is being forwarded to you. If you need additional information concerning
this permit, please contact Tessa Monday at [phone] or tessa.mondayna,ncdenr.g_ov.
Sincerely,
.a
LTS. Jay Zimmerman, P.G., Director
Division of Water Resources
cc: Dare County Health Department (Electronic Copy)
Washington Regional Office, Water Quality Regional Operations Section (Electronic Copy)
Joseph Anlauf, PE — Anlauf Engineering, PLLC (Electronic Copy)
Beth Buffington — Protection and Enforcement Branch (Electronic Copy)
Digital Permit Archive (Electronic Copy)
Central Files

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENTAL QUALITY
RALEIGH
HIGH -RATE INFILTRATION AND NON -CONJUNCTIVE RECLAIMED UTILIZATION
SYSTEM PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules and Regulations
PERMISSION IS HEREBY GRANTED TO
KDHWWTP, LLC
Dare County
FOR THE
operation of a 660,000 gallon per day (GPD) wastewater treatment, high -rate infiltration, and non -
conjunctive reclaimed utilization facility consisting of the:
continued operation of a 660,000 GPD wastewater treatment plant consisting of: a manually cleaned
aluminum bar screen prior to the 43,000 gallon flow equalization basin A; a 118,000 gallon aerated flow
equalization basin C; a 38,630 gallon aerated flow equalization basin B with two 416 gallon per minute
(GPM) equalization pumps; an aluminum flow splitter box; a 312,000 gallon aeration Train A; a 310,000
gallon aeration Train B; two 91,000 gallon clarifiers with rotating skimmers and served by two 600 GPM
variable speed sludge return pumps; a 35,000 gallon filter dosing tank with two 833 GPM filter dosing
pumps; two 156 square foot (ft2) rapid sand filters served by a 781 cubic foot per minute (CFM) air scour
blower; a 20,000 gallon mudwell with two 280 GPM return pumps; two 71,655 aerated sludge digesters
with a decant pump; four 1,479 cubic feet per minute (CFM) rotary positive blowers and an 500 CFM
centrifugal blower serving the flow equalization, aeration, and sludge digester basins; a 50,000 gallon
clearwell with two 957 GPM pumps; an effluent flow meter; a turbidimeter; an ultraviolet (UV) disinfection
system with four banks each rated at 400,000 GPD; a standby power system consisting of a 200 kilowatt
(kW) generator; and all associated piping, valves, controls, and appurtenances; the
continued operation and subsequent abandonment (as permitted December 9, 2016) of. a manually cleaned
aluminum bar screen prior to the 118,000 gallon flow equalization basin C; and all associated piping, valves,
controls, and appurtenances; the
continued operation and subsequent conversion (as permitted December 9, 2016) of. the existing 310,000
gallon aeration Train B into a 70,195 gallon pre -anoxic Zone 2 with two 4 horsepower (hp) mixers; an
84,234 gallon aeration Zone 3 with high -density polyethylene (HDPE) media; an 81,426 gallon aeration
Zone 4 with HPDE media and two 350 GPM recycle pumps; a 56,156 gallon post -anoxic Zone 2 with two
hp mixers; a 16,846 gallon re -aeration Zone 2; and all associated piping, valves, controls, and
appurtenances; the
construction and operation of: a 5 stage Bardenpho Process with Integrated fixed/Activated Sludge; and all
associated piping, valves, controls, and appurtenances; the
WQ0002829 Version 2.2 Shell Version 151201 Page 1 of 13

construction and operation of modifications permitted December 9, 2016: a rotary drum fine screen with 3
to 6 millimeters (mm) openings; a chemical feed system with 55 gallon drum and chemical metering pump
supplying alkalinity to the existing aluminum flow splitter box; a chemical feed system with a 55 gallon
drum and a chemical metering pump supplying carbon to the 55,791 gallon post -anoxic Zone 1; a chemical
feed system with a 55 gallon drum and chemical metering pump supplying alum to the 22,889 re -aeration
Zone 1; a chemical feed with 55 gallon drum and chemical metering pump supplying carbon to the 56,156
gallon post -anoxic Zone 2; a chemical feed system with a 55 gallon drum and chemical metering pump
supplying alum to the 16,846 gallon re -aeration Zone 2; and all associated piping, valves, controls, and
appurtenances; the
construction and operation of modifications permitted November 5, 2008 consisting of. two 416 GPM flow
equalization pumps for a build -out total of hour 416 GPM flow equalization pumps; additional diffuser
assemblies for the equalization basins; additional diffuser assemblies for the aeration basins; additional
diffuser assemblies for the re -aeration zones; an 833 GPM filter dosing pump for a build -out of three 833
GPM filter dosing pumps; a 957 GPM clearwell pump for a build -out of three 957 GPM clearwell pumps;
and all associated piping, valves and appurtenances; the
continued operation of a high -rate spray infiltration system consisting of: three 7.5 hp pumps; seven 15 hp
pumps; eight spray beds totaling approximately 1.35 acres; and all associated piping, valves, controls, and
appurtenances; the
continued operation of a low -rate infiltration pond consisting of. a 2,000 gallon pump station with two 7.5
hp pumps and alarms; a 2.1 acre infiltration pond (i.e., Pond 1); and all associated piping, valves, controls,
and appurtenances; and the
continued operation of a non -conjunctive reclaimed water utilization system consisting of an irrigation
pump station with a 25 hp pump and a 3 hp pump; approximately 24.55 acres of irrigation area consisting
of seven zones; and all associated piping, valves, controls, and appurtenances
to serve the KDHWWTP, with no discharge of wastes to surface waters, pursuant to the application received
January 31, 2017, and subsequent additional information received by the Division of Water Resources, and
in conformity with the project plans, specifications, and other supporting data subsequently filed and
approved by the Department of Environmental Quality and considered a part of this permit.
This permit shall be effective from the date of issuance until June 30, 2022, shall void Permit No.
WQ0002829 issued December 9, 2016, and shall be subject to the following specified conditions and
limitations:
I. SCHEDULES
1. Within 90 days of permit issuance, submit a legal agreement between KDHWWTP and the Town of
Kill Devil Hills to allow for reclaimed water irrigation on the Town's property. [15A NCAC 02T
.0108(b)(2)]
2. Within 90 days of permit issuance, provide a site map showing all areas of irrigation and infiltration
(wetted area delineation). Ensure to label areas per Attachment B. 115A NCAC 02T .0108(b)(2)]
3. Upon completion of construction and prior to operation of the modified permitted facility, a
certification (attached) shall be submitted from a licensed North Carolina Professional Engineer
certifying that the permitted facility has been installed in accordance with this permit, Division
approved plans and specifications, and other supporting documentation, including the location of all
monitoring wells as applicable. If this project is to be completed in phases and partially certified the
Permittee shall retain the responsibility to track further construction approved under the same permit,
and shall provide a final certificate of completion once the entire project has been completed. Mail the
Certification to the Division of Water Resources, Water Quality Permitting Section, 1617 Mail Service
Center, Raleigh, NC 27699-1617. [15A NCAC 02T .0116(a)]
WQ0002829 Version 2.2 Shell Version 151201 Page 2 of 13

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Engineering and Surveying
Mailing Address: P.O. Bog 2852 (104 Jester Court)
Kill Devil Hills, North Carolina 27948
[e-mail]
Phone: [phone]
Michael W. Robinson, P.E., P.L.S.
September 2, 2020
NCDENR, Division of Environmental Quality
Washington Regional Office
943 Washington Square Mall
Washington, NC 27889
Re: Swell Brewing, LLC
Fast Track Application (FTA 04-16)
For Receiving Sewer Utility - KDHWWTP, LLC
Wastewater Collection System Extension (Lift station and force main)
Kill Devil Hills, Dare County, North Carolina
Dear Sir/Madame,
Enclosed please find FTA 04-16 and supporting data for a lift station addition to the
KDHWWTP, LLC wastewater utility.
The following information is included with this submittal:
l . Fast Track application form completed and signed.
2. Project narrative with flow justification.
3. FTSE 04-16 signed.
4. Quad Sheet with project identified.
5. Current permit for receiving sewer (WQ0002829)
6. Reduced scale plans and details.
7. Application fee of $480.00.
Thank you for your assistance with this project.
If you have any questions please feel free to call me at 252-255-8026. I can also be
reached by email at mrobinson(@obxen ing_ eg _ .com.
Sincerely
Michael W. Robinson P.E., P.L.S.
. 4 . . . . . . . . . . . . . . . . . . . . . . . . . .