20211839 Ver 1_CAMA Application_20211220

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Bake, Bottle and Brew (John Harnatkiewicz)
2. LOCATION OF PROJECT SITE: 418 Wetherington Landing Rd.
Latitude: 34'41'11.45" N Longitude:77°07'09.05W
3. INVESTIGATION TYPE: CAMA
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit—1217/21
Was Applicant Present — No
5. PROCESSING PROCEDURE: Application Received — 11 /18/21
Application Complete-11/18/21
Office — Morehead City
6. SITE DESCRIPTION:
(A) Local Land Use Plan Town of Swansboro
Land Classification from LUP — Commercial
(B) AEC(s) Involved: EW, PTA,
(C) Water Dependent: (yes)
(D) Intended Use: Commercial
(E) Wastewater Treatment: Existing — Sewer
Planned — NIA
(F) Type of Structures: Existing — Commercial building, bulkhead and dock
Planned -- Dock expansion
(G) Estimated Annual Rate of Erosion: NIA
Source --- NIA
7. HABITAT DESCRIPTION:
Open Water
4,000ft2
Usurped
1,014 Q2
Sliaded
(D) Total Area Disturbed: 4,000ft2
(E) Primary Nursery Area: No
(F) Water Classification: SA
(G) Shellfish Classification: Closed
8. PROJECT SUMMARY: Bake, Bottle and Brew is proposing to construct a 11 slip marina
adjacent to their retail building.

Field Investigation Report:
Bake, Bottle & Brew
Page 02
9. NARRATIVE DESCRIPTION: Bake Bottle and Brew is located at 147 Front Street in
Swansboro, Onslow County. This area is the downtown Urban Waterfront of Swansboro. The
high ground is 4,356 ft' and has 60.58' of shoreline. There is an existing commercial building
onsite. The shoreline is stabilized with an existing bulkhead. A thin fringe of Coastal Wetlands
containing Smooth Cordgrass (Spartina alterniflora) and Salt Grass (Distichilis spicata) exist
along the bulkhead. Extending off the bulkhead is an existing 4 slip docking facility. Similar
facilities exist on either side of this project. The Division of Water Resources classifies the area
as SA waters and closed to the taking of shellfish. This is not a Primary Nursery Area. There
are no SAV's or significant shellfish populations in the area to be disturbed. Swansboro LUP
classifies the future land use of this area as commercial.
10. PROJECT DESCRIPTION: The applicant is proposing to extend off the existing dock
with a 6'X80' dock. A 9'X26.5' platform would be placed at the end with a 5'X25' floating
dock placed along the platform. Two 3.5'X20' and one 3.5'X10' finger piers would extend off
the main dock. The final configuration would have a total of 11 slips. Boatlifts would be placed
in slips 3-7. Water depths in this area range from -1' to -13' at MLW. A 15' riparian waiver has
been obtained from the Robin Hiott property. This proposal is consistent with the established
pier head line and is approximately 100' outside the ACOE federal setback.
11. ANTICIPATED IMPACTS: The proposed the project would usurp a total of 4,000 sq ft
with 1,014 sq ft shaded. Water depths should be deep enough to prevent bottom disturbance by
boats. This docking facility will provide additional boating access to the greater Swansboro
Urban Waterfront area.
Name: Ryan Davenport Date: 1219/21 Morehead City

COASTAL PLANNING SERVICES, INC.
Kathy B. Vinson, AICP
Comprehensive Land Use Planning and Development Assistance
P.O. Box 827 Office 252.354.4916
Morehead City, NC 28557 Fax [phone]
November 17, 2021
Mr. Ryan Davenport
NC Division of Coastal Management
400 Commerce Avenue
Morehead City, NC 28557
Re: Major Permit Application
John and Debra Harnatkiewicz
Bake Bottle & Brew
Dear Ryan:
Enclosed are the major CAMA permit application and one copy of project plans prepared on behalf of
John and Debra Harnatkiewicz for improvements to an existing dock located at 147 Front Street adjacent
the White Oak River in Swansboro. Mr. and Mrs. Harnatkiewicz propose to extend an existing dock, and
add slips, boatlifts, platforms, and finger piers to the docking facility.
Coastal Coast Engineering, PA check 46528 in the amount of $400.00 for the permit application fee is
also enclosed. The adjacent riparian property owners have been notified of the project plans by certified
mail. Copies of the certified mail receipts are included; when returned by the Post Office, the green card
delivery receipts will also be submitted to you. I will provide the additional required large -format copies
once your review is complete.
Thank you for your assistance with this project. Please call me at 252-240-9297 if you have questions or
need additional information. I look forward to continuing to work witli you on this project.
Sincerely,
G
Kathy B. Vinson, AICP
Enclosures
RFCE3lV,�D
Nov 18 202,
0CM_tV;r-40 CITY

Major CAMA Permit Application
Bake Bottle & Brew
John and Debra Harnatkiewicz
147 Front Street
Swansboro, North Carolina
November 2021
Kathy B. Vinson, AICP
Coastal Planning Services, Inc.
P.O. Box 827 RF "l
Morehead City, North Carolina 28557
Telephone [phone] NOV ,
[e-mail]
[e-mail] DCM-MHD CITY

Table of Contents
Bake Bottle & Brew
John and Debra Harnatkiewicz
Major CAMA Permit Application
November 2021
Contents
Application Documents
DCM MP —1 Application
DCM MP — 4 Structures
Project Narrative
Introduction
Site Description
Project Description
Construction Methods
Pre -filing Meeting Request
Adjacent Riparian Property Owner Waiver
Robin Hiott Spinks — October 9, 2021
Agent Authorization
Property Deed
Notices to Adjacent Riparian Property Owners
Robin Hiott Spinks
Town of Swansboro
Project Plans
Sheet 1 of 1 Proposed Conditions
Addendum: Existing Conditions for Clarification of
Existing Boat Slips & Lifts
RECE !-7 D
NOV 18 'Wi
DCM.MHD CITY

DCM MP-1
APPLICATION for
Major Development Permit
(last revised 12127/06)
1!
North Carolina DIVISION OF COASTAL MANAGEMENT
9. Primary Applicant/ Landowner Information
Business Name
Project Name (if applicable)
Bake Bottle & Brew
Bake Bottle & Brew Dock Extension
Applicant 1: First Name
MI
Last Name
John
C.
Harnatkiewicz
Applicant 2: First Name
MI
Last Name
Debra
S.
Harnatkiewicz
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
PO Box
City
State
147 Front Street
n/a
Swansboro
NC
ZIP
Country Phone No,
FAX No.
28584
USA n/a -
- ext. n/a -
Street Address (if different from above)
City State ZIP
same
-
Email
n/a
2. Agent/Contractor Information
Business Name
Coastal Planning Services, Inc.
Agent/ Contractor 1: First Name
MI
Last Name
Kathy
B.
Vinson
Agent/ Contractor 2: First Name
MI
Last Name
n/a
Mailing Address
PO Box
City
State
n/a
827
Morehead City
NC
ZIP
Phone No. t
Phone No. 2
28557
252 - 240 - 9297
ext. n/a 252 - 354 - 4916 ext. n/a
FAX No.
Contractor #
252 247 5875
n/a
Street Address (if different from above)
City
State
ZIP
n/a
Email
[e-mail]
Nb v 1 8 ZU21
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Form DCM MP-1 (Page 2 of4)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple)
Street Address
State Rd. #
Onslow
147 Front Street
nla
Subdivision Name
City
State
Zip
nla
Swansboro
NC
28584 -
Phone No.
Lot No.(s) (if many, attach additional page with list)
nla - - ext.
nla, ,
a. in which NC river basin is the project located?
b. Name of body of water nearest to proposed project
White Oak
White Oak River
c. Is the water body identified in (b) above, natural or manmade?
d. Name the closest major water body to the proposed project site.
®Natural ❑Manmade ❑Unknown
White Oak River
e. Is proposed work within city limits or planning jurisdiction?
f. If applicable, list the planning jurisdiction or city limit the proposed
®Yes ❑No
work falls within.
Town of Swansboro
4. Site Description
a. Total length of shoreline on the tract (ft.)
to. Size of entire tract (sq.ft.)
60.58
4356
c. Size of individual lot(s)
d. Approximate elevation of tract above NHVV (normal high water) or
nla, I I
NWL (normal water level)
(If many lot sizes, please attach additional page with a list)
+5' ®NHW or ❑NWL
e. Vegetation on tract
Grass and landscape vegetation, coastal wetland fringe.
f. Man-made features and uses now on tract
Mixed Use wlwood frame building (commercial/residential), bulkhead, fixed 4-slip dock with platform, tie pilings, and boat
lifts.
g. Identify and describe the existing land uses adjacent to the proposed project site.
Town of Swansboro-owned pedestrian waterfront access with gazebo to the east, vacant lot with existing dock to the west.
h. How does local government zone the tract?
i. Is the proposed project consistent with the applicable zoning?
B-2HDO
(Attach zoning compliance certificate, if applicable)
®Yes ❑No ❑NA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? ❑Yes ®No
k. Has a professional archaeological assessment been done for the tract? If yes, attach a copy. ❑Yes ®No ❑NA
If yes, by whom? nla
I. Is the proposed project located in a National Registered Historic District or does it involve a ®Yes ❑No ❑NA
National Register listed or eligible property?
:(-.t_lZZ1; "�'"
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Form DCM MP-1 (Page 3 of 4)
APPLICATION for
Major Development Permit
m. (i) Are there wetlands on the site? ®Yes ❑No
(ii) Are there coastal wetlands on the site? ®Yes ❑No
(iii) If yes to either (i) or (ii) above, has a delineation been conducted? ❑Yes ®No
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
Onslow Water and Sewer Authority (ONWASA)
o. Describe existing drinking water supply source.
ONWASA
p. Describe existing storm water management or treatment systems.
There are no existing stormwater management or treatment systems on the project site.
5. Activities and Impacts
a. Will the project be for commercial, public, or private use? ®Commercial ❑PubliclGovernment
❑private/community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
This project will provide dockage for proposed leased boatslips, temporary dockage for patrons of existing businesses
operating at project site, and daily water accessldockage for residents of existing residence onsite.
c. Describe the proposed construction methodology, types of construction equipment to be used during construction, the number of each type
of equipment and where it is to be stored.
Conventional marine construction methodology will be employed. A barge with pile -driving equipment will be used for
construction of docking facility. The barge will be stored in deep water.
d. List aU development activities you propose.
Expansion of an existing fixed docking facility, including fixed finger piers, fixed and floating platform, tie pilings, and boatiifts
to provide dockage for a total of eleven boats.
e. Are the proposed activities maintenance of an existing project, new work, or both? new
f. What is the approximate total disturbed land area resulting from the proposed project? none ❑Sq.Ft or ❑Acres
g. Will the proposed project encroach on any public easement, public accessway or other area ®Yes ❑No ❑NA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
None
i. Will wastewater or stormwater be discharged into a wetland? ❑Yes ®No ❑NA
If yes, will this discharged water be of the same salinity as the receiving water? ❑Yes ❑No ®NA
j. Is there any mitigation proposed? ❑Yes ®No ❑NA
If yes, attach a mitigation proposal. RECEIVED
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Form DCM MP-1 (Page 4 of 4)
APPLICATION for
Major Development Permit
6. Additional Information
In addition to this completed application form, (MP-1) the following items below, if applicable, must be submitted in order for the application
package to be complete. Items (a) — (0 are always applicable to any major development application. Please consult the application
instruction booklet on how to properly prepare the required items below.
a. A project narrative.
b. An accurate, dated work plat (including plan view and cross -sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed.
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties.
e. The appropriate application fee. Check or money order made payable to DENR.
f. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such
owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in
which to submit comments on the proposed project to the Division of Coastal Management.
Name Robin Hiott Spinks Phone No.
Address 213 Seacrest Drive, Wrightsville Beach, NC 28480
Name Town of Swansboro Phone No. 910-326-4428
Address 601 W. Corbett Avenue, Swansboro, NC 28584
Name Phone No.
Address
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
CAMA General Permit 78360C, issued to John Harnatkiewicz
on March 7, 2021
h. Signed consultant or agent authorization form, if applicable.
i. Wetland delineation, if necessary.
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner)
k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1-10), if necessary. If the project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act.
7. Certification and Permission to Enter on Land
I understand that any permit issued in response to this application will allow only the development described in the application.
The project will be subject to the conditions and restrictions contained in the permit.
I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to
enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up
monitoring of the project.
I further certify that the information provided in this application is truthful to the best of my knowledge.
Date // I & Ld 0,� I Print Name _Kathy Vinson, agent
Signature 1--
Please indicate application attachments pertaining to your proposed project.
❑DCM MP-2 Excavation and Fill Information ❑DCM MP-5 Bridges and Culverts
❑DCM MP-3 Upland Development RECEIVED
®DCM MP-4 Structures Information
NOV 18 z02.1
DCM-MHD CITY
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Form DCM MP-4
STRUCTURES
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
9. DOCKING FACILITY/MARINA CHARACTERISTICS
a. (i) is the docking facility/marina:
®Commercial ❑PubliclGovernment ❑Private/Community
c. (i) Dock(s) and/or pier(s)
(ii) Number 1
(iii) Length existing = 86', total proposed length = 157'
(iv) Width existing section = 7'. proposed section = 6'
(v) Floating ❑Yes ®No
e. (i) Are Platforms included? ®Yes ❑No
If yes:
(ii) Number existing = 1, proposed (new) = 2 for total of 3
(iii) Length existing = 12'; proposed = 9' (fixed), 5'
ftoatin
(iv) Width existing = 21': proposed = 21' (fixed), 25'
(floating)
(v) Floating ®Yes ®No
Note: Roofed areas are calculated from dripline dimensions.
g. (i) Number of slips proposed
11
(ii) Number of slips existing
4
i. Check the proposed type of siting:
❑ Land cut and access channel
❑Open water; dredging for basin and/or channel
®Open water; no dredging required
❑Other; please describe:
❑ This section not applicable
b. (i) Will the facility be open to the general public?
❑Yes ®No
d. (i) Are Finger Piers included? ®Yes ❑No
If yes:
(ii) Number existing = 1, proposed (new) = 3 for total
of 4
(iii) Length existing = 23'; proposed = 10' (1), 20' (2)
(iv) Width existing = 4'; proposed = 3.5' (3)
(v) Floating ❑Yes ®No
f. (i) Are Boat lifts included? ®Yes ❑Ne
If yes:
(ii) Number 4
(iii) Length 12.5'
(iv) Width 12.5'
h. Check all the types of services to be provided.
❑ Full service, including travel lift and/or rail, repair or
maintenance service
❑ Dockage, fuel, and marine supplies
® Dockage ("wet slips") only, number of slips: 11
❑ Dry storage; number of boats:
❑ Boat ramp(s); number of boat ramps:
❑ Other, please describe:
j. Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types).
mixed types
NOV 18 1-u0
DCM-MHI) CITY
k. Typical boat length: 10' to 40' I. (i) Will the facility be open to the general public?
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€ 7,ro r P-4 (5trurttires, Page 2 of 4)
m (i) Will the facility have tie pilings? ❑Yes ®No
®Yes ❑No
(ii) If yes number of tie pilings?
2
2. DOCKING FACILITY/MARINA OPERATIONS El This section not applicable
a. Check each of the following sanitary facilities that will be included in the proposed project.
❑ Office Toilets
® Toilets for patrons; Number: 2; Location: Located inside Bake Bottle & Brew, also available at Swansboro Visitors Center, 203
Church Street, one block north of docking facility
❑ Showers
® Boatholding tank pumpout; Give type and location: Fixed pumpout station, located on waterward end of docking facility at Church
Street Town Dock located within 50' of project
b. Describe treatment type and disposal location for all sanitary wastewater.
ONWASA wastewater system
C. Describe the disposal of solid waste, fish offal and trash.
Trash receptacles located on high ground
d. How will overboard discharge of sewage from boats be controlled?
Not allowed
e. (i) Give the location and number of "No Sewage Discharge" signs proposed.
One sign to be attached to dock
(ii) Give the location and number of "Pumpout Available" signs proposed.
One sign to be attached to dock
f. Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products.
NIA
g. Where will residue from vessel maintenance be disposed of?
NIA
h. Give the number of channel markers and "No Wake" signs proposed. None proposed
i. Give the location of fuel -handling facilities, and describe the safety measures planned to protect area water quality.
NIA
j. What will be the marina policy on overnight and live -aboard dockage?
No overnight or live-aboards will be allowed
RECEIVED
k. Describe design measures that promote boat basin flushing?
NIA
DGM-MWD CITY
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room nrm ! P-4 (Structures, Page 3 of 4)
1. If this project is an expansion of an existing marina, what types of services are currently provided?
Not an existing marina
m. Is the marina/docking facility proposed within a primary or secondary nursery area?
❑Yes ®No
n. Is the marina/docking facility proposed within or adjacent to any shellfish harvesting area?
❑Yes ®No
o. Is the marina/docking facility proposed within or adjacent to coastal wetlandsimarsh (CW), submerged aquatic vegetation (SAV), shell bottom
(SB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected.
®CW approximately 70 sf of shaded impacts from existing dock ❑SAV ❑SB
❑WL ❑None
p. Is the proposed marinaldocking facility located within or within close proximity to any shellfish leases? ❑Yes ®No
If yes, give the name and address of the leaseholder(s), and give the proximity to the lease.
3. BOATHOUSE (including covered lifts) ®This section not applicable
a. (i) Is the boathouse structure(s):
❑Commercial ❑PubliclGovernment ❑PrivatelCommunity
(ii) Number
(iii) Length
(iv) Width
Note: Roofed areas are calculated from dripline dimensions.
4. GROIN (e.g., wood, sheetpile, etc. If a rock groin, use MP-2, Excavation and Fill.) E This section not applicable
a. (i) Number
(ii) Length
(iii) Width
5. BREAKWATER (e.g., wood, sheetpile, etc.) ®This section not applicable
a. Length b. Average distance from NHW, NWL, or wetlands
c. Maximum distance beyond NHW, NWL or wetlands
6. MOORING PILINGS and BUOYS ❑This section not applicable
a. Is the structure(s):
®Commercial ❑PubliclGovernment ❑PrivatelCommunity
c. Distance to be placed beyond shoreline 116' and 171'
Note: This should be measured from marsh edge, if present.
b. Number 2
d. Description of buoy (color, inscription, size, anchor, etc.)
nfa
RECmvrr�
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Farm ®CM MP-4 (Structures, Page 4 of 4)
e. Arc of the swing nla
7. GENERAL
a. Proximity of structure(s) to adjacent riparian property lines b. Proximity of structure(s) to adjacent docking facilities.
0' to the east, 15' to the west 0' to the east, 47' to the west
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body
1050,
e. (i) Will navigational aids be required as a result of the project?
❑Yes ®No ❑NA
(ii) If yes, explain what type and how they will be implemented.
d. Water depth at waterward end of structure at NLW or NWL
- 13.3' NLW
S. OTHER ® This section not applicable
a. Give complete description:
Date
Bake Bottle & Brew Dock Extension
Project Name
John and Debra Harnatkiewicz
Applicant Name
/J fii4�a✓�� , Gar G e— h
A plicant Sig ure
RECEIVED
NOV 18 2011
[)CiiA-MHD CITY
;RCOAu; - wvv..,.iecoastalmanagement net

Bake Bottle & Brew Dock Extension
John and Debra Harnatkiewicz
Swansboro (Onslow County)
Project Narrative
Introduction
John and Debra Harnatkiewicz are the owners of property located adjacent the White Oak River
at 147 Front Street in the historic downtown area of Swansboro. They propose to extend an
existing four -slip pier and add finger piers, platforms, tie pilings, and boatlifts to create an
eleven -slip marina. No dredging or upland work is proposed.
When complete, the project will provide temporary dockage for patrons of existing businesses
operating at the project site, dockage for proposed leased boat slips, and daily water
access/dockage for the residents of an existing single-family residence located on the property.
Site Description
The project site is in downtown Swansboro adjacent the White Oak River at the intersection of
Church and Front Streets. The Town of Swansboro zones the project area as B-2 HDO Historic
District Overlay and designates the area as an urban waterfront redevelopment area. The
historic downtown area is a National Registered Historic District. The existing structure on the
project site is not a contributing member of the historic district.
The adjacent riparian property to the east is a vacant lot with an existing pier owned by Robin
Hiott Spinks. The Town of Swansboro (Church Street) is the adjacent riparian property owner to
the west. A Town -owned pedestrian and visual waterfront access site with gazebo is located in
the street end.
Properties surrounding the project site support a mix of residential and commercial uses,
including restaurants, boutiques, and gift shops. Onslow Water and Sewer Authority (ONWASA)
provides central water and sewer service to the area.
In addition to the existing pier, the project site contains a mixed -use (commercial/residential)
wood frame building. Bake Bottle & Brew (a home brew shop, wine bar, ice cream parlor,
Bake Bottle & Brew
John and Debra Harnatkiewicz
Major CAMA Permit Application
November 16, 2021 Page 1

coffee shop, bakery, and gift shop) operates on the first and second floors of the building. A
single-family residence is located on the top (third) floor of the building.
The project site has 60 linear feet of shoreline and contains 4,356 square feet. Vegetation on
the site includes grass and landscape plants, as well as a fringe of coastal wetlands along the
waterfront. Approximately 70 square feet of coastal wetlands are shaded by the existing dock.
No additional wetlands will be shaded or otherwise impacted by the project. The site
topography is relatively flat, with an approximate elevation of +5' above normal high water.
Other than a few oysters growing on the base of existing concrete pilings, no shellfish or SAYS
are observed at the site. The waters of the White Oak River at the project site are classified as
SC by the Environmental Management Commission and are closed to the harvesting of shellfish.
The White Oak River is 1050' wide at this location.
The Swansboro Side Channel and Basin (a federally maintained channel) is located adjacent the
project site. Existing Normal Low Water (NLW) depths in the project area range from 0.0' near
the shoreline to -13.3' at the waterward end of the proposed dock.
An official pier head line was adopted by the Town of Swansboro in May 2016 for the
downtown waterfront shoreline. The official pier head line mirrors the Federal Navigation
Channel Setback and has received concurrence from the US Army Corps of Engineers.
Project Description
The applicants propose to expand an existing four -slip fixed dock and add finger piers,
platforms, and tie pilings to provide dockage for a total of eleven boats. Boat lifts for five of the
slips are also proposed.
The existing fixed dock measures 7' x 86', with a fixed platform measuring 12' x 21'. An existing
fixed finger pier measures 4' x 23'. Two of the existing slips contain boat lifts. The lift for
existing slip 2 (See Existing Conditions Addendum) will remain. Pilings in conjunction with the
second existing lift and two additional existing tie pilings will also be removed, as indicated on
project plans (Addendum Existing Conditions for Clarification of Existing Boat Slips and Lifts).
Bake Bottle & Brew
John and Debra Harnatkiewicz
Major CAMA Permit Application
November 16, 2021
ICE F_IVr,F
NOV $ z'.� '1 Page 2
DCM-idlHD CITY

Proposed additions include a 71' long and 6' wide fixed dock extension, for a total proposed
pier length of 157'. Two new platforms are proposed: a fixed L-head platform measuring 9' x
21' and a floating platform measuring 5' x 25' at the end of the docking facility. Three new fixed
finger piers are proposed: one measuring 3.5 'x 10' and two measuring 3.5' x 20'. New boat
lifts, each measuring 12.5' x 12.5,' are proposed for installation in proposed slips 4, 5, 6, and 7.
Cleats are proposed for installation on the floating platform to create slip 8, and on the main
dock for slips 10 and 11. Two new tie pilings are proposed in association with slip 9. Please see
project plan Sheet 1 of 1 Proposed Conditions.
A fixed sewer pump -out station is available at the Town -owned Church Street Dock, located
within 50' of the project site. The pump -out is available for use by the public.
The proposed dock extension, including associated platforms and tie pilings, does not encroach
into the federal channel setback and is compliant with the Town of Swansboro official pier head
line. At its closest point, the waterward end of the proposed docking facility will be
approximately 120' landward of the federal setback and Town of Swansboro Official Pier Head
Line.
Robin Hiatt Spinks, adjacent riparian property owner to the east, has provided a waiver to the
15' riparian corridor setback. A copy of the waiver is enclosed at the end of this project
narrative.
The dock extension will comply with the 15' setback from the adjacent riparian corridor to the
west (Town of Swansboro). The proximity of the enlarged dock to adjacent docking facilities is
0' on the east and 47' on the west.
Construction Methods
Conventional marine construction methodology will be employed. A barge with pile -driving
equipment will be used for construction of the docking facility. The barge will be stored in deep
water.
Pre -Filing Meeting Request
In compliance with the Clean Water Act Section 401 Certification Rule, a Pre -Piling Meeting
Request for this project was submitted to the NC Division of Water Resources (NC DWR) on
Bake Bottle & Brew
John and Debra Harnatkiewicz
Major CAMA Permit Application RECEIVED
November 16, 2021 Page 3
NOV 18 20"' i
DCMdMHD G'01"Y

September 13, 2021. On October 14, 2021 NC DWR responded that the request had reached
the 30 calendar - days requirement and that the permit application could be accepted. Included
in this application is a copy of the DWR Pre -Filing Meeting Request Form that was submitted to
DWR and the email confirming that the pre -filing time clock was reached.
The project proponent hereby certifies that all information contained herein is true, accurate,
and complete to the best of my knowledge and belief.
The project proponent hereby requests that the certifying authority review and take action on
the CWA 401 certification request within the applicable reasonable period of time.
Bake Bottle & Brew
John and Debra Harnatkiewicz
Major CAMA Permit Application RECEIVED
November 16, 2021 Page 4
NOV 18 2021
®CM-MHD CITY

KathyVinson
From: [e-mail]
Sent: Thursday, October 14, 2021 12:01 AM
To: [e-mail]
Subject: Pre -Filing Time Clock has been reached for Bake, Bottle, and Brew Dock Extension -
Ver
Attachments: DWR Pre -Filing Meeting Request Form.pdf
The North Carolina Division of Water Resources has received the Pre -Filing Meeting Request Form for Bake, Bottle, and
Brew Dock Extension that you submitted on 9/13/2021.
Your Pre -Filing Meeting Request has now reached the 30 calendar days' requirement and your application can now be
accepted.
When you submit your application please upload a copy of the attached document in this email.
This email was automatically generated by Laserfiche workflow. Please do not respond to this email address, as
responses are not monitored.
Internal Use only. Non Transportation
RECEIVED
NOV 18 ?N1
1 IDWAll D ary

DWR Pre -Filing Meeting Request Form
Contact Name*
Contact Email Address*
Project Owner*
Project Name*
Project County*
Owner Address.
Is this a transportation project?*
Kathy Vinson
[e-mail]
John and Debra Harnatkiewiez
Bake, Bottle, and Brew Dock Extension
Onslow
Street Address
147 Front Street
Address Line 2
City
Swainsboro
Postal ! Zip Code
28584
Type(s) of approval sought from the DWR:
401 Water Quality Certification - Regular
Individual Permit
Shoreline Stabilization
Yes No
NORM CAROLINA
Favfro fifd!Quantr
State 1 Province 1 Region
NC
Country
USA
401 Water Quality Certification - Express
Modification
Does this project have an existing project ID#?*
Yes No
Do you know the name of the staff member you would like to request a meeting with?
Holley Snider
RECEIVED
NOV 18 2021
DCM-MHD CITY

Please give a brief project description below and include location information.*
John and Debra Harnatkiewicz are the owners of property located adjacent the White Oak River at 147 Front Street in the
historic downtown area of Swansboro, Onslow County, North Carolina. An existing multi -slip pier at the site extends 73' into
the White Oak River. The owners propose to extend the existing dock an additional 79' and add platforms, finger piers, and
tie pilings to accomodate a total of 11 slips as shown on the attached plan. No upland development or dredging is
proposed.
The Swansboro Side Channel and Basin (a federally maintained channel) is located in the White Oak River adjacent the
project site. Normal Low Water (NLW) depths at the project site range from - 0.0' near the shoreline to -13.0' at the
waterward and of the proposed docking facility.
A few scattered oysters are found near the shoreline.The waters of the White Oak River at the project site are classified as
SC by the Environmental Management Commision and are closed to the harvesting of shellfish. The proposed dock
extension does not encroach into the federal channel setback and is compliant with the official pier head line for the
downtown waterfront shoreline adopted by the Town of Swansboro in May 2016. The official pier -head line mirrors the
Federal Navigation Channel Setback and received concurrence from the US Army Corps of Engineers.
By digitally signing below, I certify that I have read and understood that per the Federal Clean Water Act Section
401 Certification Rule the following statements:
• This form completes the requirement of the Pre -Filing Meeting Request in the Clean Water Act Section 401
Certification Rule.
1 understand by signing this form that I cannot submit my application until 30 calendar days after this pre -filing
meeting request.
I also understand that DWR is not required to respond or grant the meeting request.
Your project's thirty -day clock started upon receipt of this application. You will receive notification regarding meeting
location and time if a meeting is necessary. You will receive notification when the thirty -day clock has expired, and you
can submit an application.
Signature *
Submittal Date 9/13/2021
RECEIVED
NOV 18 7..021
IDCM-MHD CITY

.-% Ay06
MAJOR PERMIT FEE MATRIX
Applicant:
k-eEAf
±_ RrmJ
OHarn afk�
Selection
Development Type
Fee DCM %
(14300 1601 4351000931625 6253)
DWQ %
(243001602 435100095 2341)
I. Private, non-commercial
development that does not
$250
100% ($250)
0% ($0)
involve the filling or
excavation of any wetlands
or open water areas:
Il. Public or commercial
development that does not
$400
100% ($400)
0% ($0)
involve the filling or
excavation of any wetlands
or open water areas:
Major Modification to a
$250
100% ($250)
0% ($0)
CAMA Major ermit
III. For development that
involves the filling and/or
excavation of up to i acre
of wetlands and/or open
water areas, determine if A,
B, C, or D below applies:
III(A). Private, non -
El
commercial development, if
$250
100% ($250)
0% ($0)
General Water Quality
Certification No. 4097 (See
attached) can be applied:
III(B). Public or commercial
development, if General
$400
100% ($400)
0% ($0)
Water Quality Certification
No. 4097 (See attached)
can be applied:
III(C). If General Water
Quality Certification No.
$400
60% ($240)
40% ($160)
4097 (see attached) could
be applied, but DCM staff
determined that additional
review and written DWQ
concurrence is needed
because of concerns
related to water quality or
aquatic life:
III(D). If General Water
Quality Certification No.
$40
60% ($240)
40% ($16
4097 (see attached) cannot
be a lied:
IV. For development that
involves the filling and/or
$475
60% ($285)
40% ($190)
excavation of more than
one acre of wetlands and/or
open water areas:

Page 1 of 5
` Page i of 5
Type: CONSOLIDATED REAL PROPERTY
Recorded: 1/9/2017 10:23:18 AM
Fee Amt: $1,826.00 Page 1 of 5
Revenue Tax: $1,800.00
Onslow County, NC
Rebecca L. Pollard Reg. of Deeds
BK 4562 PG 278 - 282
NORTH CAROLINA GENERAL WARRANTY DEED
13xciso Tax: $1 , 800 .00
Parcel Identifier No. 015587, 020984_ Verified by ^ Conuty o0 the_.___dny of
Mail/Box ta:`.�n E Tautum. PAPA, 604-C Cedar Point Blvd,.Cex1 r Poillt NC 28584
Tlris instrument was prepared by: Win F, Tantuin,PA 60 dar Point Bid r Point 285$4
Brief description for the Indax: LO'f on Front St, Swaosboro 60 ft frontage,
TIIIS 1�EEU rnedo tltls ^I st „� clay of _ Jatttt�ry_ _, 20 77 by and between
GRANTOR
DONALD WAVNI3 SUGGS and tvifa
DRBORAH LYNN SUGGS
547 RIVRRVIEW AVBNUB
STUART, FL 34994
CRATE TPE
dOICN CHARLi3S 14ARNATKIEWICZ and %vife
DE13RA SUE HARNXFK1IiW1CZ
147 FRONT STRV13T
SWANSBORO, NC 28584
Enter ILI appropriate block for each Grantor and Grantee: nansc, mailing address, and, if appropriate, chrtraoter of entity, 0.9.
corporation or partnership.- - --
Tho designation Grantor and Oratrtec as used hcrcln shall include said partles, their Heirs, successors, and assigns, and shalt include slugular,
plural, nhascithne, feminine or neuter as required bycontom.
WlTNESSETH, that: the Grantor, for a valuable considoratioa pairs by 1he, GOMO, the receipt of Mileh is hereby acknowledged, has and by
these presents does grant, bargain, sell and convey unto the Grantee in fee simple, all that certain lot, parcel of land or oondonliuium unit
sttuatcd in dia City of SWANSBOR0 SW- S,B( 0 Township, QNSWW County,
Noidt Carolini►'tiud morn partictiWIy*dowrlbed as follows: RECEIVFD
Sec: Exhib1.t A and B atrtach6d
NOV 1. 8 ZVI
The property horchiahnve described was acquired by Grantor by Insinsnient recorders in Book_, J S60 page 58i} W-M fi 1) CITY
All or a portion of the property hereln conveyed _- includes or X, does not include the primary residence of a Grantor.
A map showksg tho above described property is recorded in flat Book I page 65
Page 1 or 2
NC Bar A ssociaiion form No. 3 �) 1976, Pevised ®1977, 2002. 2013 This standard Form has been approved by:
Nnted by Ageetncot with the N(; Bar Assoctation --1981 north Cdroliva Dar AssoctMon—nC oar form No, 3
submitted electronically by ".John E. Tantum, PA"
in compliance with North Carolina statutes gov�rnirgo, dW3e do�tC�d.�%$ S@ and the terms of the submitter agreement with t h �_c oft' K. w q
Book: 4562 Page: 278 Page 1 of 5 Book-.4562 Page, 1977-Current: 278 Seq:

Page 2 of 5
Page 2 of 5
TO HAVE AND TO HOW the nforesaid lot orparcel ofland and all priviiegos and appurtenances thereto belongitlg tothe Oranteein feo
sintplo.
And tho Grantor covenants with the Grantee, thnt Ctrantor is seized of the premises is fee sintplo, Inns the right to convey the saute in fee
simple, that title is marketable and free and clear of all enciialbratices, lind that Grantor will lvarrant and defend the title against the Invful
claims of all persons whninsoaver, olltor than the following exceptions:
IN WITNESS WIIL'R8011, the Grantor has duly axecuted the foregoing as of �e�ny and year first above written.
(Hntity Nanio) Prlattrype Nance:- ) Ti . t
Print/Typc Name &'Title: Print/1'ype Nanne;
_ (SUAI,)
Prirlt/1'ype Nance & Title: Prilltffype Natne:
By: SFAL
Print/Type Nau10 &'Title: Prlti rfype Name:
State of EL0Jdamm_ - County or City of cj. ' 1 w
I, the undersigned Notary Public of the Colfnty or City ofCacz i nt _ and State afaresaid, certify That
0onnl6 jyAyno Suggs gild Deborah t.yrw Stig s pel:Sonallyappeare{IWorernothisdayaildacknowledged theduo
excelit ion of the. foregoing iilstninlent for the purposes therein expressed. Witness Illy hand and Notarial stamp or seal this _5Lf� day of
ca n �u r 2
// GISELA LANDWERSIEK -- -
V Y PGBh�
= ,� Notary Public State of Flart6a t 1
My Calnmiss oil Sxplros; K L�omiakseion #r FF 999245 Seta_ i4rY w ers t iC _ Notary Nblic
(Affix Seal) �u � z;�Le. ��,,+ , „; (;ar My comm. Explfas Aug 2i', 2020 Notaty'sPtinted orTl ,ped Nance
Swe, of ' —_ - Comity or City of
1, tiro undersigned Notary Public of the Cellnty or City of
execution of tho for-egoing inshnnlotlt for the purposes therein expressed,
- -., 20_.
and Stateaforesald, certify that
Personally appeared before sue tills day and aekuowledged the due
Witness nay hand and Notariat stainp or seal this _, .._ day of
My Commission 8X140s: _ Arotary Public
(Affix Seal) hlotary'sPrinted or'l�ped Nati1C
State of _ - L;otin ty or City of �-
1, the llntlersigned Notary Public of the Cauuty or City of and State aforesaid, certify taint
pet's6tl0IIy'eeillia f efare'lua tills day'arid ttckitotvlcdged that
he is the of , a North Carolina or
corporation/limited liability conil}mly/gencrai parweraliiplllinited partnership (sh'Iko through the
inapplicable), and that by authority duly givall Gilt) as tho act of Such entity, -__he signed tllc foregoing hISt111111Cnt Ill it4 Willie on its
behalf as its act and deed. Witness lay hand and Notarial stanip or seal, this day of __ ,
my Collailission Hxpires:
(Affix Scal)
Pnga 2 of 2
NC Bar Association Porm'No. 3 Q 1976, Revlwd 0 1977,2002, 2Q13
Printrd by Agreement with tttu NC Bar Assmklion -• 1981 RECEIVED
Ytiblic
Notary's Printed or Typed Na tilt
` hk standard form has been approved by:
Fortht.arollnaJlAeAsswlation -•NC Bar Form No, 3
Book: 4562 Page, 1977-Current: 278 Seq: 2
Book: 4562 Page: 278 Page 2 of 5 Dp ,��qq MH�yDr� CITY
Book: 4562 Page, 1977-Current: 278 Seq: 2
RJ�,y6'IltlfriiJ �1��

Page 3 of 5
Page 3 of 5
EXHIBIT A
BE ING all that lot having sixy (60) feet of frontage adjoining Front Street, as shown on map ontltted "Survey for
Cynthia L. Allen, Swansboro, OnsIOW County, North Carolina," prepared by Charles A Rawls and Associates,
dated June 10, 1094 and recorded in Map Book 31, Pago 66, Qnslow County Reglstry, reference to said snap
being hereby made for a more complete and accurate description,
PARCEL 015587
REECEIVED
DCM-MH® CITY
(7102YMMOM)
Book: 4562 Page, 1977-Current: 278. Seq: 3
Book: 4562 Page:278 Page 3 of 5 Book: 4562 Page, 1977-Current: 278 Seq-. 3

Page 4 of 5
Page 4 of 5
EXHIBIT B
A one --third interest in property described below and conveyed in
Hook 2894, Page•303 Onslow County Registry,
That certain tract or parcel of land lying and being In Onslow County, North Carolina, and more particularly described
as follows:
BEING a sand island made up of spoil lying In While Oak River In a soulherly direclton from ft TOwn of Swansboro,
North Carollnn, and beginOng at a slake on the northeaslern part of on Island and I110 iocatlon which has a range of
South 27-30 West 910 feet from the southwastom corner of the bulkhead of the old highway bridge; and runs thence
aournd the eforementoned Island at the ordinary high water mar% the following courses and dlslances'
South 8.00 West 175 feat;
Ihonce South 52.00 West 81 feet;
thence South 53.30 West 128 feet;
thence North 77.15 :veal 225 feet;
thence soulh 88.50 west 55 feet;
ihenca South 71.00 West 100 feat;
thence North 12 East 82 fool;
thence, North 40 East 78 feet;
thence North 30-30 tract 79 feet;
thence North 52-30 0aet 180 feet; and
thence South M30 East 282 feet to the beli;nning; and being the same property conveyed by the Stale of 00111
Carollna In 800k822, page 71, onslow County Registry and to Graolors In Book 2681, pagee 780-708, said
descripllons being Incorporated herefri by reference,
PARCEL 020984
RECFIVED
NOV 18 'lull
DG43tir -MHD CITY
Book: 4562 Page, 'f977-Current: 278 Seq: 4
Book: 4562 Page: 278 Page 4 of 5 Book: 4562 Page, 1977-Current: 278 Seq:

Page 5 of 5
Page 5of5
Tax Certification Form
(Check One Box)
aThis certifies that there are no delinquent ad valorc n taxes, or other
taxes which the Onslow County Tax Collector is charged with
collecting, that are a lien on:
Parcel Identification Number:
015587, 020984 - JOHN CHARLES HARNATKIEW[CZ & DEBRA
SUE HARNATKIEWICZ
This is not a certification that this Onslow County Parcel
Identification Number matches the deed description.
No certification required, as attorney statement that any delinquent
taxes will be paid from closing proceeds is included on first page of
deed.
Balance due on account It must be paid to Onslow County Tax Collector
within 5 days of closing.
r
oN: crNVaLya B Gsc, 01 /09/2017
Va�eria QX ��gw�_�,y�,sb�o�m�s7,.�,us
j Ova: 2�117.01 R9 W'4044516V
Tax Collections Staff Signature
Date
RECEIVED
DCM-MHO CITY
This parcel may have deferred taxes which become due upon transfer of the
property. Call the Tax Office, Land Records Division at 910-989-2204 for
more information.
234 NW Corridor Blvd • Jacksonville, North Carolina - 28540 • Phone: [phone] - Fax: [phone] a OnslowCountyNC,gov/tax
Book: 4562 Page, 1977-Current: 278 Seq: 5
Book: 4562 Page: 278 Page 5 of 5 Book: 4562 Page, 1977-Current: 278 Seq: 5

Ex. Boat
Slip #
(TYp)
Ex. Lift
to
Remain
Ex. Pile(s)
to be
Removed
Bake, Bottle & Brew
CAMA Permitting Addendum )(;jM-N1HD CITY
147 Front St.
Swansboro, NC 28584
for Clarification of Existing Boat Slips &.Lifts
(Not for Construction)
Crystal Coast Engineering, P.A.
Civil and Environmental Consulting Engineers
David K. Newsom, PE
John R. Freshwater, PE
205-3 WARD ROAD, SWANSOORO, N.C. 28584
PHONE: (810) 787— 3728
BUSINESS LICENSE #: C-2553
6
November 13, 2021
Not to Scale
Drawn by JF
CAMA Process Planning
and Permit Facilitation by:
COASTAL PLANNING SERVICES, INC.
Kathy B. Vinson, AICP
Courpreheusive Laird Use Planning and Develol)naent Assistance
P.O. Box 827 Office 252.354.491E
Morehead City, NC 28557 Fax [phone]

ROY COOPER
Governor
ELIZABETH S. BISER
Secretary
BRAXTON DAVIS
Director
December 17, 2021
MEMORANDUM:
NORTH CAROLINA
Environmental Quality
FROM: Gregg Bodnar, Assistant Major Permits Coordinator
NCDEQ - Division of Coastal Management
400 Commerce Avenue, Morehead City, NC 28557
Fax: [phone] (Courier 11-12-09)
gregg.bodnara-NCDENR.gov
SUBJECT: CAMA /Dredge and Fill Application Review
Applicant: Bake, Bottle, & Brew
Project Location: Swansboro, Onslow County
Proposed Project: 11 Slip Marina
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Gregg Bodnar at the address above by January 14, 2022. If you have any
questions regarding the proposed project, contact Ryan Davenport 252-808-2808.
when appropriate, in-depth comments with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
**Additional comments may be attached**
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes
are incorporated. See attached.
This agency objects to the project for reasons described in the attached
comments.
PRINT NAME__
AGENCY
SIGNATURE
DATE
4�eu\
North Carolina Department of Environmental Quality I Division of Coastal Management
Morehead City Office 1400 Commerce Avenue I Moorehead City, North Carolina 28557
252,808.2808

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