20191269 Ver 1_CAMA Application_20190923

Doc ID: 012231010006 Type. CRP
Recorded: 07/06/2016 at 11:34:19 AM
Fee Amt: $26.00 Page i of 6
Revenue Tax: $0.00
Onslow County NC
Rebecca 1.. Pollard Req. of Deeds
BK4326PG877-882
EASEMENT OVER RIPARIAN CORRIDOR IN THE WHITE OAK RIVER AT THE
SOUTHERN BOUNDARY OF MOORE STREET AND
INGRESS, EGRESS EASEMENT OVER THE EXISTING TOWN DOCK
NO EXCISE TAX APPLICABLE
AUG 2 8 zeta

IEF0PiVL�®
!� UG 2 8 2019
c il® C/.
Prepared by and return to, John E. 'Tantum, PA, 604-C Cedar Point Blvd., Cedar Point, NC 28584
NORTH CAROLINA
EASEMENT OVER RIPARIANCORR.IDOR
IN THE WHITE OAK RIVER AT THE
SOUTHERN BOUNDARY OF MOORS
STREET AND INGRESS, EGRESS
EASEMENT OVER. EXISTING
TOWN DOCK
ONSLOW COUNTY
This DEED OF EASEMENT,.executed this the Jrday of k2.015 by
and between the TOWN OF SWANSBORO, NORTH CAROLINA, municipal
corporation organized and existing under the laws of the State of North Carolina
(hereinafter referred to as "Grantor") and MOORECOASTAL INVESTMENTS, LLC,
a North Carolina limited liability company whose address is PO Box 865, Swansboro,
NC 28584 (hereinafter referred to as "Grantee").
WITNESSETH
For and in consideration of the sum of $1.00 and other valuable consideration
paid by the Grantee to the Grantor, receipt of which is hereby acknowledged, the Grantor
has Bargained, sold and conveyed and by these presence does hereby grant, bargain, sell
and convey unto the Grantee a non-exclusive perpetual Easement (the "Easement") over
and upon the riparian rights and premises hereinafter described (the "Premises") for the
purposes of maintaining, repairing, replacing and upgrading the current structures owned
by Grantee that adjoin the Grantor's riparian corridor to the west and for the purposes of
constructing and maintaining permanent and floating docks that will be located south of
the Grantee's Real Property that adjoins Moore Street to the west (such structures and
docks collectively referred to as ("Improvements").

The Premises over which the Grantor is granting this Easement to thb.Granteer
the purposes herein described is as follows -
SEE
SEE EXHIBIT "A" ATTACHED
To have and to hold. said Easement to Grantee, its successors and assighs, F8AVINO C17 -V,
subject to the property rights of the Grantor not encumbered by this Easement. This
Easement hereby granted is a burden upon the riparian premises now owned by the
Grantor and shall be binding upon Grantor and its successors and assigns. The
improvements that are currently in place over the Easement area together with the
improvements to be placed over the Easement area shall remain the property of the
Grantee.
The Grantee shall have the right to construct, install, inspect, maintain, repair,
remove, replace, build and/or operate the improvements and to make such changes and
additions to .such improvements within the Easement area as the Grantee may deem
advisable, Furthermore, Grantor hereby waives any and all set back requirements for
Grantee(s)' improvements as required by the permit granting authority, including but not
limited to the Coastal Resources Commission and Division of Coastal Management
(CAMA).
The Grantee does hereby agree for itself, its successors and assigns to indemnify
and hold harmless the Grantor, its successors or assigns, from any responsibility or
liability for claims for personal injury, property damage or other loss arising out of the
negligence of the Grantee, its agents, officials or employees in the construction,
installation, maintenance and use of the improvements maintained and constructed by the
Grantee and the riparian uses made by Grantee within the Easement area.
The conveyance of the Easement by Grantor is subject to the following
exceptions:
A. The rights of others to the use and benefit of navigable water;
B. No warranties, representations or covenants are made by Grantor with
respect to any real property, including but not limited to any portion lying and being
below the mean high water line of the White Oak River;
C. The Rights of others, including without limitation, the State of North
Carolina, the United States of America, and the public, to the use, control and benefit of
navigable waters over which the riparian rights of Grantor exist.
The Grantor further grants to Grantee, its successors and assigns a nonexclusive
Easement over and upon the Town Dock now located South of Moore Street for the
purpose of ingress, egress from the property of Grantee located West of the Town Dock
to and from Moore Street. In the event the Town Dock is damaged or destroyed by

storms or other casualty, the Grantor shall be under no obligation to repair or reconstruct
the same. The Grantee does hereby agree for itself, its successors and assigns to
indemnify and hold harmless the Grantor, its successors or assigns, from any
responsibility or liability for claims for personal injury, property damage or other loss
arising out of the use of the Town Dock by Grantee, its agents, officials, employees and
invitees.
The term Grantor and Grantee as used herein shall mean and include their
respective successors and assigns.
In Witness Whereof, the Grantor has executed this Easement by its Mayor and
Town Clerk pursuant to authority granted by its Board of Commissioners at a duly -
convened meeting of the Board of Commissioners for the Town of Swansboro; and the
Grantee has executed this Easement by its Manager pursuant to authority duly given.
Town of Swansboro
SCOTT CHADWI[Ck, Mayor
Attested to: ti•0�••S•w 6*4. SRS
� ; LpRPORgrF � O
By 1,�..� • a b * N wr
PAULA W. WEBB, Town Clerk .Lz., ►Si AL,.Q.
CA011;
MOORECOASTAL INVESTMENTS, LLC
By: AA W", , . 1M({ ,QL(
RAN Y WILLIAM SWANSON
State of North Carolina
County of Onslow
AUG 2 8 2010
I the undersigned Notary Public for the County..of -QOS State of North
Carolina, certify that Paula W. Webb came before me this day and acknowledged that she
is the TOWN CLERK OF THE TOWN OF SWANSBORO and that by authority duly
given by the Board of Commissioners of the Town and as the act of the Town, the

foregoing instrument was signed in its naive by its MAYOR, sealed with its town seal
and attested by her as. its TOWN CLERK,
Witness my hand and Notarial stamp or seal, this M- _ day of
2015```�`uuuurrrrrnrr�r
.��..�.1 T
NOTARI,
My commission
State of North Carolina
County of Carteret
N ry Public
I the undersigned Notary Public for the County of Carteret, State of North Carolina,
certify that RANDY WILLIAM SWANSON personally appeared before me this day and
acknowledged that he is Member Manager of MOORECOASTAL INVESTMENTS,
LLC and that by authority duly given and as the act of such entity, he signed the
foregoing instrument in its name on its behalf as its act and deed. Witness my hand and
Notarial stamp or seal, this _ t-4 day of APM, 2015,
Notary Public
My commission expires: 0
T
�AOTAgy
oy PUBLIC 5�'
Mmol
AUG 28,'��l
DCM®MMCITy

EXHIBIT "A"
Begiriniii at`a oiti in the hof.mal-phi h wateraiho:bf-the 'VVliife 0atc..River.. Swansb o�: .
g p:- g. . . .�: .
Tui iui 'Bashi , said be 'nnin oii t'b' the': soiitlieast corner: of the,Moorecoastal
g::.. }.. '. g.P g
Tnvestiiient's.; _LLC property aiid;.also'tile npanan corrrdor hne`of said:Nl000recoa'stal'
:.
:Iiivestimien s LLC property:as:.slioviwii recarcled'iarx Deeii Boblc 2563.:1'age 41 �. of:tlie:
0nslo�v bounty Registry; said begm=g point also .lieing•the south est terminus :of -
right of .way of N[oore Sireet;-sai2. degrees 00
rr iriutesi00aecoi ds:East 6.85 feet from: an icor pi ie:inalie:Western:right of lay ofMoore
S reetsaid iran:pipe,iri.x7glit;.ofway being 1'ucated South 2TOegirees UQJbi iutes..UO.
ecorids East>184?1'1-feel frgm conc ete "haiTat thea ortUieast'corner. of said Moorecoastal
.. - Investments;.l r C-propei y`6ftd also Where:ihe ;western right of way -of 1Vl66re :Street .
iiiter5ecglit' of way of Front Street<aiid.rtiris thence:from_said
beginning point; leaving said`1Vloore..coasfal.Sixvestments; I;LC..propeitiy:aiid said riparian
corridorline�`aiida origthe:noririalliigla water.aine:of:The:Wlufe::OakRiver,:North.:5'7: -.
de rees:42'rriiiiutes 8 seconds'Easi:2:96 eet_to a of it;in thea rokimate.ali dfit,of
�the,west p ge:of:the existzng Svvaiisboro:towri.cloakT therice.leavin said:rioririal liigli, -
water an, aloxgthe apprbxiinate' vvesteru edge° of said'dock a>id into the
: River;. South.27 degrees, 00 i iinutes.:00t' e 6hds East ;93;:57 feetao'a.poirifi at tlie.:end.or.
t ..:;:.,.,..
soutl'w,.estcoimeisof:;said'Swattsli`oicotowri.:clock thence:�caiitinuing�South.27,degrees:00
3�ainute5 OO:seconds:Eastto apoint iri.the n& herii:edge bf tfie Federal;Clianiiel Setback of.:.:'
~. theiWhitO` t) ,Rive r..(S-rwaiisboro T:Bashi); theiice'alorig: said Fddaral thafinel.
Seibaek outh.63=degrees 00' miiiiites OOaecond West 2 4feet to a poiast in the::ripaaxan
corridor line: of Worecoastal:Investnients,.LLC:property; thence:along said riparian'; .
corridor line; lortl':27:degrees OUminutes OO_secoiid`s Westto apoint that is South 63
de' ees.;00 minutes00'secodsVtTest:2:94 feet from tfie soutliwest.corner of.tlie:' .:
..
S.waiisboro,town cizick;;tlience`coiiti ittiiig:-along;'said-ripaua'n,coi'ridor:line; Nortli.27.
degrees•0: rittiites:{10secorids `'West 93:30:feet.tcj'14ebeguiturig:
RECEIVED
AUG 2 8 2019

Paine 1 -Of 3
a � �HI�INNNYI��IiNlfl�����1{U11NIiIN1��I
Doo T0. 000823680003 Tvpe; CRP
Recorded: 12/0112006at M-42.52 Ft1
iter of Deeds
A13
This'inaWmeat was pmpa* by: C Jason Huft0rey,
A NowW Nath, CQ(oOnz'Attnmay:
Delinquent taxes, 0 any, to be paid by the closing attamey to
the Onslow County Tax Cal►ecta upon disburtatnent of
dositq pry:
This deed presented to
The Onslo)v pq Tax
Tate r crit R
NORTH CAROUN.A. GENERAL 'WARRANTY DEED AUG 2 �
Excise Tax: $ 1,704.00 'jCM-MHQ
Parcel Identifier No. 1407-5 Verif=ied by _ County on the day of ,
By,
This instrument was prepared by: C- Jason Humphrey, P. A., Attorney at Law
Brief description for the Index: LOT AT SW`CORNER OF FRO?\T & MOORE STS, SWANSBORO
THIS DEED made this I st day of December . 24 05" byand between
Tammy L. Blanton and husband,
Gene A. Blanton
336 Red Barn Road.
Newport, NC 2$570
Moorecoastal investments, LLC
a North Carolina Limited Liability Company
103 Moore Street
Swansboro. NC 28584
The designation Grantor and Grantee as used herein shall include said;parties, their heirs, successors, and assigns, and shall include
singular, plural, masculine, feminine or neuter as required by context;
WITNESSETH, thatthe Grantor, fora valuable consideration paid by the Grantee, the receipt ofwbich is herebyacknowledged has
and by these presents does grant, bargain, sell and convey unto the Grantee in fee simple, all that certain toter parcel of land situated
in the City of SWANSBORO SWANSBORO Township, ONSLOW County,NorthCawoinaand
more particularly described as follows:
See Exhibit "A" Attached Hereto And Made A Part Hereof.
The property' hereinabove described was acquired by Grantor by instrument recorded in Book 1136 page 670
A map showing the above described property is recorded iu Plat Book page
NC Dar Association Form No. J-,3 0 1976, Revised 0 1977,'2002
Printed by Agreement with the NC Bar Associatia:n —1981 Soff ro Corporation, 333 E. Six. Forks Rd., Raleigh, NC 27609
Book: 2563 Page, 1977 -Current: 41'1 Seq: I

Page 2 of, 3
f`
EXHIBIT A
Lying and being in the Town of.Swansboro, North Carolina, on the West side of Moore Street and the South side
of Front Street, and BEGINN)NG at an existing iron pipe at the intersection of the Western right of way line of
Moore Street and the Southern nsht of way tine of Front Street; thence, funning with the Western right of way
lino of Moore Street, South 27 degrees 00 minutes East 184.11 feet to the mean high water mark of the White
Oak River, thence, running with the mean high water mark= of the `White Oak River, South 61degrees 37
minutes 23 seconds West 52.01 feet to an existing iron pipe; thence, North 27 degrees 00 minutes West 185.36
feet to an existing iron. pipe in the Southern right of way line of Front Street; thence, North 63 degrees 00
minutes East 52.0 feet to an existing iron pipe in the intersection of the; Western right of way iine of Moore Street
and the Southern right of way line of Front; said existing iron pipe tieing the Point and Place of 8EGINNiNG.
AUG 2 8 �
(1229-002. PFD11229-002!45)
Book: 2563' Page, 1977 -Current: 411 Seq 2

I
Page33 of,3
f
r
TQ HAVE AND TO HOLD the aforesaid lot of parcel of land and all privileges and appurtenances d=etobelon&g to the Grantee
in fee simple_
And the Grantor covenants with the Grantee, that Grantor is seized of premises in fee simple, has the right to convey the same in
fee simple, that title is marketable and free and clear of all encumbrances, and that Grantor will warrant and defend the title against
the lawful claims of all persous whomsoever, other d= the following exceptions, Easements and Restrictions of record, and
2005 ad valorem taxes
IN WITNESS WHEREOF, the Grantor has duly executed theforegoing as of the day and year fust above written.
(Entity Name)
By
Title:
By:
Title:
By:
Title:
State of North Carolina -
A. Blanton
I
stamp or seal this (st _ day of December '200S
My Commission Expires: j R l$ in E
State of North Carolina - County of
I, the undersigned Notary Public ofthe Countyand State at
personally came before me this day and acknowledged °that —be 'is'
corporationliimited stability company/general parmership/limitec
that by authority duly given and as the act of such en ity _--.he signed the foregoinS
deed. ' Witness my hand and Notarial stamp or seal, this _ day of
My Commission Expires;;
(SEAL)
(SEAL)
eared Abe ftp Fne this day and
�s'idvd Notarial
NOTAR
0
/ffftlPt�lt, of
a North Carolina or
e through the inapplicable), and
iame on its behalf as its act and
120--
RECEIVED
u_RECEIVE®
State of North Carolina-Countyof AUG 2 S 700
1, the undersigned Notary Public of the County and State aforesaid, certify that
Witness my hand and Notarial stamp or seal, this day of , 20
My Commission Expires:
Notary Public
The foregoing Certificate(s) of _
is/are certif ed to be correct. This instrument and this certificate are duly registered at the date and tune and in: the Bookand Page shown:
on the $rst page hereof,
Register of Deeds for _ _ county
13y:; Deputy/Assistant - Register of Deeds
NC Bar Association Form No. L-3 C? 1976, Revised '@ 1977, 2002
Printed by Agreermat with the NC Eau,Association —1981 Sofi:Pro Corporation, 333 E. Six Forks Rd, Raleigh, NC 27609
Book: 2563 Page, 1977 -Current. 411 Beq ;3

,�" ROY COOPER
Jj1 Governor
1� MICHAEL S. REGAN
�R Secretory
O
BRAXTON DAVIS
NORTH CAROLINA Dtrecrm, Division ofCoastat
Environmenml Quality Management
Aug 1, 2019
MEMORANDUM:
FROM: Gregg Bodnar, Assistant Major Permits Coordinator
NCDEQ - Division of Coastal Management
400 Commerce Ave., Morehead City, NC 28557
Fax: [phone] (Courier 04-16-33)
areas.bodnar(Wricdenr.aov
SUBJECT: CAMA Major Permit Application Review
Applicant: Moorecoastal Investments, LLC (Major Modification)
Project Location: 103 Moore St. Swansboro, Onslow County
Proposed Project: Proposes to reconstruct a restaurant permitted under emergency Major #29-16
at a higher elevation.
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 October 21, 2019. If you have any questions
regarding the proposed project, contact Heather Styron [phone] 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
Slate of North Carolina i Environmental Quality I Coastal Management
400 Commerce Ave. Morehead City, NC 28557 [phone]

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME: Moorecoastal Investments, LLC(Major Modification)
2. LOCATION OF PROJECT SITE: 103 Moore St. Swansboro, Onslow County
Longitude: 77°07'03.74" Latitude: 34°41'13.14"
INVESTIGATION TYPE: CAMA
INVESTIGATIVE PROCEDURE: Dates of Site Visit — 9/12/19
Was Applicant Present — No
5. PROCESSING PROCEDURE: Application Received — 8/28/19
Application Complete- 8/28/19
Office — Morehead City
6. SITE DESCRIPTION:
(A) Local Land Use Plan— Swansboro 11/25/09
Land Classification from LUP — Commercial
(B) AEC(s) Involved: EW, PTA, ES
(C) Water Dependent: (yes)
(D) Intended Use: Commercial
(E) Wastewater Treatment: Existing — Sewer
Planned — N/A
(F) Type of Structures: Existing — Restaurant and dock
Planned — Elevated restaurant
(G) Estimated Annual Rate of Erosion: N/A
Source — N/A
7. HABITAT DESCRIPTION:
DREDGED FILLED OTHER
(A) Urban Waterfront N/A N/A 4080Ft2 Shaded
(D) Total Area Disturbed: 4080ft2
(E) Primary Nursery Area: No
(F) Water Classification: SC Open: no
PROJECT SUMMARY: The applicant is proposing to reconstruct a restaurant permitted
under emergency Major 929-16 at a higher elevation.

Field Investigation Report:
Moorecoastal Investments LLC
Page 02
9. Narrative Description
The Moorecoastal Inv. project is located at 103 Moore St. in Swansboro, Onslow Co. The
lot can be located by traveling down Hwy. 24 into Swansboro and turning South West onto
Front St. The Icehouse Restaurant (Moore St.) will be 157' on the left. Bogue Sound and
the mouth of the White Oak River boarders the property to the South East.
This developed commercial property has a 52.22' shoreline and the waterbody is 719' wide
at this point. There are no wetlands on site. The high ground portion of the property is
mostly covered by the Icehouse Restaurant and Moore St. The Restaurant extends 53' into
the water body. Major Permit 28-12 was jointly issued with the Town of Swansboro for a
public pier and commercial dock which is located west of the proposed project. This area
is an Urban Waterfront and similar properties exist on either side of the project.
The Swansboro Land Use Plan classifies this property as Commercial. This section of
Bogue Sound is not designated as Primary Nursery Area, is closed to the taking of shellfish
and carries a water classification of SC. The substrate in this area is mostly sand and silt. No
SAV's or shellfish beds were observed within docking area at the time of site visit. A federal
channel exists offshore of the project area approximately 90' from the building front and 50'
from existing offshore pilings.
10. Proiect Description:
Emergency Major Permit #29-16 authorized the demolition and reconstruction of the
Icehouse Restaurant. The applicant is proposing to reconstruct the restaurant at a higher
elevation to prevent flooding during future storm events. The main level will be elevated
2' above the base flood elevation of the proposed new V -zone flood maps for a total
elevation of 15'. The overall elevation will have a max roof height of 35' above average
ground elevation. Underneath the main structure would be an 8' wide walkway accessing
the previously permitted dock. There are no changes proposed for the previously
permitted dock. Riparian setback waivers have also been obtained from the Town of
Swansboro and H.J. Webb.
11. Anticipated Impacts:
The current proposal should have few additional impacts. A lesser chance of flood damage
should occur from increased elevation.
Name: Ryan Davenport Date: 9/12/19 Morehead City

n��� �
MAJOR P RMIT FEd
E MATRIX 4T- 1a'`(A9
Applicant:�OY�.0
Development Type
Fee
DCM %
DWQ %
P
(14300 4351000931625 6253)
(24300 1602 435100q2341)
I. Private, non-commercial
development that does not
$250
100% ($250)
0%($0)
involve the filling or
excavation of any wetlands
oro en water areas:
II. Public or commercial
development that does not
$400
100%($400)
0%($0)
involve the filling or
excavation of any wetlands
or open water areas:
—
ajor Modification to a
$250
100%($250)
0%($0)
AMA Major permit
III. For development that
involves the filling and/or
excavation of up to 1 acre
of wetlands and/or open
water areas, determine if A,
B, C, or D below applies:
III(A). Private, non-
❑
commercial development, if
$250
100%($250)
0%($0)
General Water Quality
Certification No. 4097 (See
attached can be applied:
III(B). Public or commercial
E-1
development, if General
$400
100%($400)
0%($0)
Water Quality Certification
No. 4097 (See attached)
can be applied:
III(C). If General Water
E]
Quality Certification No.
$400
60%($240)
40%($160)
4097 (see attached) could
be applied, but DCM staff
IgEcelV
determined that additional
review and written DWQ
concurrence is needed
AUG 2 8 2019
because of concerns
related to water quality or
i�r�eA_xe
aquatic life:
III(D). If General Water
Quality Certification No.
$400
60%($240)
($160)4097
(see attached) cannotbe
PO%
a lied:
IV. For developmentthat:qE1
involves the filling and/or
$475
60%($285)
0% ($190)
excavation of more than
one acre of wetlands and/or
open water areas:

ON MF -1
APPLICATION for
Magor Development Permit
(last revised 12/27/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
Project Name (if applicable)
Moorecoastal Investments, Llc
Icehouse Waterfront Restaurant
Coastal Planning Services, Inc.
Applicant 1: First Name
MI
Last Name
Agent/ Contractor 1: First Name
Randy
Last Name
Swanson
Kathy
Applicant 2: First Name
MI
Last Name
Agent/ Contractor 2: First Name
N/A
N/A
N/A
N/A
If additional applicants, please attach an additional page(s) with names listed.
N/A
Mailing Address
PO Box
City
State
City
865
Swainsboro
NC
ZIP
Country
Phone No.
ZIP
FAX No.
Phone No. 1
28584
USA
910-467-1781 ext. N/A
N/A-
StreetAddress(if different from above)
city
State
ZIP
N/A
N/A
N/A
N/A -
Email
[e-mail]
city
2. Agent(Contractor Information
Business Name
Coastal Planning Services, Inc.
Agent/ Contractor 1: First Name
MI
Last Name
Kathy
B.
Vinson
RECEIVED
Agent/ Contractor 2: First Name
MI
Last Name
N/A
N/A
N/A
AUG 2 8 2019
Mailing Address
PO Box
City
State
827
Morehead ��M-MHD CI
NY
ZIP
Phone No. 1
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 (d different from above)
city
State
ZIP
N/A
N/A
N/A
N/A -
Email
[e-mail]
<Form continues on back>
252.808.2808 .. 9 -. ., .% a talmanagement. net

Form DCM MP -1 (Page 2 of 5)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple)
Street Address
State Rd. #
Onslow
103 Moore Street
N/A
Subdivision Name
City
Stale
Zip
N/A
Swansboro
NC
28584 -
Phone No.
Lot No.(s) (if many, attach additional page with list)
910 - 467 -1781 ext. N/A
N/A, I I ,
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.
How does local government zone the tract?
Town of Swansboro
4. Site Description
a.
Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft.)
52.22
10,055
c.
Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high water) or
10,055 sq. ft.,
NWL (normal water level)
(If many lot sizes, please attach additional page with a list)
+3.0 ®NHW or ❑NWL
e.
Vegetation on tract
Grass and landscape vegetation
f.
Man-made features and uses now on tract
Remaining section of commercial restaurant building with elevated timber deck and bulkhead. RECEIVED
g.
Identify and describe the existing land uses adlacent to the proposed project site. AUG 2 s mg
Town of Swansboro public street and dock to the east, commercial restaurant building with upstairs apartment and dock to
the west. DCM-MHD CITY
h.
How does local government zone the tract?
i. Is the proposed project consistent with the applicable zoning?
B-2 Historic District Overlay
(Attach zoning compliance certificate, if applicable)
®Yes ❑No [INA
j.
Is the proposed activity part of an urban waterfront redevelopment proposal? ®Yes []No
k.
Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. []Yes ®No ❑NA
If yes, by whom? N/A
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?
<Form continues on next page>
252-808-2808 :: 1-888-4RCOASY :: www.nccoastaimanagement.net

Form DCM MP -1 (Page 3 of 5)
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.
Wastewater is handled by Onslow Water and Sewer Authority (ONWASA)
o. Describe existing drinking water supply source.
Drinking water is supplied by ONWASA
p. Describe existing storm water management or treatment systems.
None
5. Activities and Impacts
a.
Will the project be for commercial, public, or private use? ®Commercial ❑Public/Government
❑Private/Community
b.
Give a brief description of purpose, use, and daily operations of the project when complete.
Project will continue to function as a restaurant, with water access (including boat dockage) provided for customers.
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.
One barge with pile -driving equipment stored in deep water will be used for construction of docks and replacement of
building located waterward of NHW. Conventional construction methodology will be employed. Hand tools and carpentry
equipment will be stored on highground or in the building.
ReCeIVEU
d.
List all development activities you propose.
Replacement, within the previously existing footprint, of section of building, decks, and docking facility damaged beyond
repair by Hurricane Florence. AUG 2 8 2019
e.
r)CA' MIND
Are the proposed activities maintenance of an existing project, new work, or both? new workUITY
f.
What is the approximate total disturbed land area resulting from the proposed project? 2,000 JOHN ®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.
Sheet flow runoff to White Oak River.
i.
Will wastewater or stormwater be discharged into a wetland? ❑Yes ®No [INA
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.
<Form continues on back>
252-808-2808 :: 1-888-413COAS1 :v.nccoastalmanagement.net

Form DCM MP -1 (Page 4 of 5)
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.
I. 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 Town of Swansboro Phone No. 910-3264428
Address 601 W. Corbett Avenue, Swansboro, NC 28584
Name H. J. and Catherine Webb Phone No. 910-389-0205
Address P.O. Box 86, 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.
Major CAMA Permit #28-12, issued to Town of Swansboro and Minor CAMA Permit #15-13 issued to Icehouse Restaurant on
Randal Swanson on April 4, 2012 October 16, 2013
Major CAMA Permit #29-16, issued to Moorecoastal Emergency Major Modification to Major CAMA Permit #29-16,
Investments, LLC on March 3, 2016 issued to Moorecoastal Investments, LLC on October 3,
2018
General CAMA Permit #73464, issued to Mo
L�Vj=D
Investments on Februay 14, 2019
h. Signed consultant or agent authorization form, if applicable.
I. Wetland delineation, if necessary. M-MHD
CITV
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.
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 _August 26, 2019
Signature
Print Name _Kathy B. Vinson
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
252-808-2808 .. 1-888-411COAST r ,ww.ncr-oastaimanagrmert.net

Form DCM MP -1 (Page 5 of 5)
®DCM MP -4 Structures Information
APPLICATION for
Major Development Permit
RECEIVED
AUG 2 8 ZQ;y
DCM-MHD CI7'y
252.808-2808 c: 1-888-4RCOASB.: www.nccoastalnianagement.net

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.
1. DOCKING FACILITY/MARINA CHARACTERISTICS
a. (i) Is the docking facility/marina:
®Commercial ❑Public/Government ❑Private/Community
❑This section not applicable
b. (i) Will the facility be open to the general public?
®Yes ❑No
c. (i) Dock(s) and/or plants)
d. (i) Are Finger Piers included? ❑Yes ®No
(ii) Number 1
If yes:
(iii) Length 20' with 16'x 4' gangway
(ii) Number n/a
(iv) Width 5_5'
(iii) Length We
(v) Floating ®Yes ❑No
(iv) Width n/a
(v) Floating []Yes []No
e. (i) Are Platforms included? ®Yes ❑No
f. (i) Are Boatlifts included? []Yes ®No
If yes:
If yes:
(it) Number 1
(ii) Number n/a
(iii) Length 36' with 16'x 4' gangway
(iii) Length n/a
(iv) Width 5_5'
(iv) Width n/a
(v) Floating ®Yes ❑No
Note: Roofed areas are calculated from dripline dimensions.
g. (i) Number of slips proposed
h. Check all the types of services to be provided.
2
❑ Full service, including travel lift and/or rail, repair or
(ii) Number of slips existing
maintenance service
❑ Dockage, fuel, and marine supplies
2 permitted none existing
® Dockage (wet slips") only, number of slips: 2
❑ Dry storage; number of boats:
❑ Boat ramp(s); number of boat ramps:
❑ Other, please describe:
i. Check the proposed type of siting: j. Describe the typical boats to be served (e.g., opennrrunabouFVt,
❑ Land cut and access channel charter boats, sail boats, mixed types).
❑Open water; dredging for basin and/or channel mixed types AUG $ �!
®Open water; no dredging required
❑Other, please describe: ®CM-MHD CITY
k. Typical boat length: 1 g' to 30' I. (!)Will the facility be open to the general public?
®Yes []No
m. (i) Will the facility have tie pilings?
[]Yes ®No
(it) If yes number of lie pilings?
N/A
252-808-2808 :: 1-886-4RCOAST :: www.nccoastalmanagetnent.net revised: 12/27/06

Form DCM MP -4 (Structures, Page 2 of 4)
2. DOCKING FACILITY/MARINA OPERATIONS ❑This section not applicable
a. Check each of the following sanitary facilities that will be included in the proposed project.
X ❑ Office Toilets
tv I ® Tgilets for patrons; Number: 4; Location: inside restaurant
1V OJ
(%E] Showers
.ma ❑ Boatholding tank pumpout; Give type and location: N/A
b. Describe treatment Type and disposal location for all sanitary wastewater.
None
c. Describe the disposal of solid waste, fish offal and trash.
Trash receptacles to be located on restaurant decks
d. How will overboard discharge of sewage from boats be controlled?
None
e. (i) Give the location and number of "No Sewage Discharge" signs proposed.
None
(ii) Give the location and number of "Pumpout Available" signs proposed.
None
f. Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products.
None
g. Where will residue from vessel maintenance be disposed of?
N/A
h. Give the number of channel markers and "No Wake" signs proposed. None
RECEIVED
i. Give the location of fuel -handling facilities, and describe the safety measures planned to protect area water quality.
None
AUG B?�9
j. What will be the marina policy on overnight and live -aboard dockage?
None
DCM-MHD CITY
k. Describe design measures that promote boat basin flushing?
N/A
I. If this project is an expansion of an existing marina, what types of services are currently provided?
Not a marina
m. Is the marina/docking facility proposed within a primary or secondary nursery area?
❑Yes ®No
252.808-2808 :: 1-888-4RCOAST :: www.nccoastalmanagement.net revised: 12127106

Form DCM MP -4 (structures, Page 3 of 4)
1 n. Is the marinaldocking facility proposed within or adjacent to any shellfish harvesting area?
❑Yes ®No
o. Is the marina/docking facility proposed within or adjacent to coastal wetlands/marsh (CW), submerged aquatic vegetation (SAV), shell bottom
(S13), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected.
❑CW ❑SAV 0S13
❑WL ®None
p. Is the proposed marina/docking 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.
N/A
3. BOATHOUSE (including covered lifts) ®This section not applicable
a. (i) Is the boathouse structure(s):
❑Commercial ❑PubliGGovernment ❑Private/Community
(ii) Number
(iii) Length
(iv) Width
Note: Roofed areas are calculated from dnpline dimensions.
4, GROIN (e.g., wood, sheetpile, etc. If a rock groin, use MP -2, Excavation and Fill.) ®This section not applicable
a. (i) Number
(ii) Length
(iii) Width
15. BREAKWATER (e.g., wood, sheetpile, etc.) ®This section not applicable
a. Length
c. Maximum distance beyond NHW, NWL or wetlands
b. Average distance from NHW, NWL, or
AUG 2 8 2019
DCM-MHD CITY
6. MOORING PILINGS and BUOYS ®This section not applicable
a. Is the structure(s):
❑Commercial ❑PubliGGovernment ❑Private/Community
a Distance to be placed beyond shoreline
Note: This should be measured from marsh edge, if present.
e. Arc of the swing
7. GENERAL
b. Number
d. Description of buoy (color, inscription, size, anchor, etc.)
252 oO,, i-888-4RCOAST :: www.nccoastatmana9oment.net revised: 12/27106

Form DCM MP -4 (Structures, Page 4 of 4)
i
a. Proximity of structure(s) to adjacent riparian property lines
Dock is located 5' from the riparian corridor to the west and
extends 2.5' into the riparian corridor to the east. Building
and main Floor deck are located 3.2 feet from the riparian
corridor to the west (Webb) and 0.5 feet from the riparian
corridor to the east (Town of Swansboro).
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body
730'
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.
N/A
b. Proximity of structure(s) to adjacent docking facilities.
Dock is located 20' from the adjacent dock (Webb) to the
west and is attached to the adjacent dock (Town of
Swansboro) to the east.
d. Water depth at waterward end of structure at NLW or NWL
+/- 12.0' NLW
8. OTHER El This section not applicable
a. Give complete description:
The project includes replacement and elevation of the section of building destroyed by Hurricane Florence with a total of two
Floors (main level and rooftop level as shown on project plans) and water level (for access and storage) plus decks and 2 -slip
docking facility. The building will be constructed within the footprint of the previously existing and permitted building. The new
portion of the building and decks to be constructed will measure approximately 47' 7" wide by 84' 9" long.
An elevated T-shaped 8" wide exit walkway over the water beneath the building, from the stairwell descending from upper Floors
and connecting to the storage/access area located on highground and connecting to the Town Dock, is also proposed. The
section of the walkway connecting to the storage/access area of the building will measure 53'x 8'. The section connecting to
the Town Dock will measure 43'x 8'. The 8' width is needed for for public safety purposes. Since it may be necessary to exit
the building in an emergency situation by going under the building, 8' will allow for faster exits by allowing enough width for
two persons side by side and two-way traffic if firemen are coming in the opposite direction or if stretchers are needed. Also,
the exit walkway shown on project plans goes in two directions in case one route is blocked and to allow for even faster
evacuation of the building.
August 26, 2019
Date
Icehouse Waterfront Restaurant
Project Name
Moorecoastal Investments, LLC
Applicant Name
pplicanti nature
RECIED
AUG 2 8 2019
CCM-MHD CITY
252.808-2808 :: 1.888-4111COAST :: www.nc.coastal_management.net revised: 12127106

Moorecoastal Investments, LLC
Icehouse Waterfront Restaurant
Onslow County
Major Modification Request
CAMA Permit #29-16
Project Narrative
RECEIVE®
AUG 2 g 20;9
OCM-A NO C11'y
Introduction
Moorecoastal Investments, LLC (Randy Swanson, Managing Member) is the owner of a
commercial restaurant building known as the Icehouse Waterfront Restaurant located adjacent
the White Oak River at 103 Moore Street in Swansboro. The project site is located within the
Swansboro Historic District, as listed on the U.S. National Register of Historic Places, although
the structure is not a contributing building to the historic district. The project area is also
designated by the Town of Swansboro as an urban waterfront area.
The original portion of the building is believed to have been constructed during the 1930's and
1940's, with several additions to the building and footprint over the years. Typical of
construction during this period, a portion of the building was constructed waterward of Normal
High Water (NHW) over the White Oak River.
Prior to Hurricane Florence the building housed two restaurants. The Icehouse Restaurant was
located on the waterward side of the building, including the portion of the building located over
the river. The Boro Restaurant and Bar operated in the portion of the building facing Front
Street and continues to do so.
Major CAMA permit # 29-16 was issued to the owner on March 3, 2016 for improvements to
the building. The permit authorized the installation of additional pilings and other supports for
the building, two second -story (rooftop) decks with landing and staircase, and a two -slip
docking facility (originally permitted by major CAMA permit #28-12, issued jointly to the Town
of Swansboro and Randal Swanson on April 4, 2012). The permit also authorized construction of
a walkway over an existing first -floor deck and installation of an ingress/egress platform along
the front of the building. Slight modifications to the existing dock were also authorized to
accommodate the ingress/egress platform.
In September 2018 Hurricane Florence damaged the entire portion of the structure located
waterward of NHW and a portion of the building located landward of NHW beyond any
Moorecoastal Investments, LLC
Major Modification Request for Major CAMA Permit #29-16
August 26, 2019 Page 1

RECEIVED
fg
practical repair. All of the two -slip Icehouse dock existing at the time of the storm as also8 20I
damaged or destroyed. ')CM -AMD CITY
Following the storm engineer John Freshwater III, PE and Town of Swansboro Building Inspector
Jim Stipe determined that the remnant building area was extremely unstable and in imminent
danger of collapsing into the White Oak River. The Town designated the structure to be an
unsafe building with life safety and fire hazards and issued a post disaster demolition building
permit to remove the unsafe portions.
The owner requested an emergency modification to major permit #29-16 to rebuild the entire
structure within the pre -Florence footprint, as well as the previously permitted building
improvements and two -slip docking facility. An emergency major modification to the permit
was issued on October 3, 2018 authorizing demolition and reconstruction of the building and
accessory structures, docking facility and unbuilt structures as previously permitted. In October
2018 the Town of Swansboro Historic Preservation Commission also approved demolition of
the severely damaged portions of the structure and boat dock. The owner subsequently
removed the entire portion of the building located waterward of NHW, as well as severely
damaged portions located landward of NHW.
Mr. Swanson is currently requesting a major modification to major permit #29-16 to
reconstruct the demolished portion of the Icehouse Restaurant and the two -slip dock. A new
building design, by Lee Dixon, AIA of Coastal Architecture of Morehead City, reflects the historic
industrial use of the building as an icehouse. John Wood, Preservation/Restoration Specialist
with the State Historic Preservation Office of the North Carolina Department of Cultural
Resources, has been involved with the planning component of this project. The design reflects
his recommendations for historically appropriate functional details to maintain the industrial
character of the building. The Town of Swansboro Historic Preservation Commission reviewed
plans for reconstruction of the demolished portions of the building on July 16, 2019 and
approved reconstruction of the building in accordance with plans submitted with this CAMA
permit modification request.
Site Description
The 10,055 square feet project site is located at the corner of Moore and Front Streets in
downtown Swansboro. Man-made features on the site include the remaining portions of the
commercial restaurant building and portions of an elevated timber deck. A bulkhead is also
located along the shoreline on the property. A previously permitted and existing two -slip
docking facility was destroyed by Hurricane Florence.
Moorecoastal Investments, LLC
Major Modification Request for Major CAMA Permit #29-16
August 26, 2019 Page 2

RECEDED
H.J. "Joe" Webb is the owner of the parcel to the west, which contains a comm"12-0f"dant
building with an upstairs apartment and a dock. Moore Street, a town -own; &M%of-sway, is
located to the east of the project and is the site of a public dock known as the Townn' 17tfc0frrjor
to Hurricane Florence, the Icehouse dock and the Town Dock were connected. A connection
between the Town Dock and a remaining first level Icehouse building deck, formerly covered,
remains. (Note should be made that the existing connection will be removed upon
reconstruction and elevation of the main level of the building. Project plans call for the existing
connection to be replaced with a walkway underneath the building connecting to the Town
Dock.)
The White Oak River is 730' wide at the project site. The Swansboro Turning Basin, a federally
maintained channel, is located offshore.
The shoreline along NHW for the Icehouse site measures 52 linear feet. The approximate high
ground elevation of the tract is + 3 feet in the vicinity of the proposed work. Vegetation on the
site consists of grass and landscape plants.
The project site is provided with central water and sewer service by the Onslow County Water
and Sewer Authority (ONWASA). There are no existing stormwater management or treatment
systems.
As previously stated, the project site is located in the historic downtown area and is included in
an urban waterfront area, as designated by the Town of Swansboro. The local zoning
classification is B-2 Historic District Overlay. The site is subject to both the CAMA Urban
Waterfront Rules as applied to estuarine shorelines, as well as the Town of Swansboro Historic
District Regulations.
Project Description
The project consists of reconstruction of the demolished portions of the Icehouse Waterfront
Restaurant and two -slip dock. As previously stated, an emergency modification to major CAMA
permit #29-16 was issued in October 2018 to allow reconstruction of the severely damaged and
demolished portions of the building and entire dock, as well as additional building
improvements that were permitted but not constructed prior to Hurricane Florence. A major
modification to the existing CAMA permit is now being requested due to substantial changes in
the building design, including elevation of the proposed reconstruction.
The proposed work will not increase the previously existing footprint of the building or docks,
nor will it increase project built -upon -area (BUA). No cantilevered areas are included in the
Moorecoastal Investments, LLC
Major Modification Request for Major CAMA Permit #29-16
August 26, 2019
Page 3

RECEIVEp
AUG 2 g pp+
building design. The project complies with the Town of Swansboro Pier Head Line, as apprved
by the US Army Corps of Engineers. The local pier head line extends to thc`2srtWMRJJLej�Vks
to the federally maintained channel located offshore of the site.
The owner is requesting authorization to construct a new building design consisting of three
levels: water level, main floor, and rooftop.
The water level consists of a storage and building access area located landward of Normal High
Water, a stairwell descending from upper levels of the building, and an elevated T-shaped 8'
wide walkway from the stairwell to the storage/access area located on highground and
connecting to the Town Dock. The walkway will be located beneath the building. The
storage/access area construction will incorporate breakaway construction and pilings in
compliance with flood and building regulations. A masonry elevator tower (not breakaway) is
included from the water level to the rooftop. Building pilings located waterward of NHW are
also included in project plans.
The main level will be elevated two feet above the base flood elevation of the proposed new V -
zone flood maps, for a total elevation of 15 feet. The main level contains two dining rooms,
service bar with seating area, kitchen, toilets, and a vestibule. A covered porch and open
decking is also included on this level.
The rooftop level provides an enclosed area containing toilets, service bar, seating area,
vestibule, and storage with a stairwell connecting to lower levels and the exit walkway located
underneath the building. An open roof plaza is also provided on the rooftop level for seating for
patrons.
The previously existing building and dock were partially located within the Moore Street
riparian corridor. In May 2015 the Town of Swansboro granted an easement to Moorecoastal
Investments, LLC over its riparian corridor in the White Oak River at the southern boundary of
Moore Street to the northern edge of the federal channel setback to the Swansboro Turning
Basin. The easement also provides Moorecoastal Investments, LLC ingress/egress over the
existing Town Dock that was connected to the Icehouse docking facility prior to Hurricane
Florence. A copy of the recorded (Onslow County Registry) easement is included with the
permit application.
The new design keeps the building within the riparian corridor associated with the Icehouse
property. The new design will not increase impervious areas as existed on the site prior to
Hurricane Florence. The height of the building measured from average grade plane will be 35
Moorecoastal Investments, LLC
Major Modification Request for Major CAMA Permit #29-16
August 26, 2019 Page 4

feet. Side yard building setbacks of 0.5'on the east (Moore Street) and 3.2' on the west or tKe.-
building reconstruction were approved by the Town of Swansboro Historic Preserva
tq 2 8 ", �"9
Commission on July 16, 2019.
The new construction will connect to the existing load-bearing, two-story masonry�allloc tq y
landward of NHW that is believed to be a remaining perimeter component of the original
historic structure. The reconstructed portion of the building will measure approximately 48' x
85' and will be located both landward and waterward of NHW. An elevated T-shaped 8' wide
exit walkway over the water beneath the building, from the stairwell descending from upper
levels of the building and connecting to the storage/access area located on highground and also
connecting to the Town Dock is proposed. The section of the walkway connecting to the
storage/access area of the building will measure 53' x 8'. The section connecting to the Town
Dock will measure 43'x 8'.
The 8' width of the exit walkway is needed for public safety purposes. Since it may be necessary
to exit the building in an emergency situation by going under the building, 8' will allow for
faster exits by allowing enough width for two persons side by side and two-way traffic if
firemen are coming in the opposite direction or if stretchers are needed. Also, the exit walkway
shown on project plans goes in two directions in case one route is blocked and to allow for even
faster evacuation of the building.
While the new building design does not encroach upon the Town's riparian corridor, the
reconstructed docking facility will extend into the Town's riparian corridor on the east side of
the project and connect to the Town Dock in the same footprint as existed prior to Hurricane
Florence.
The proposed building construction and dock do not meet the 15' riparian corridor setback on
either side of the property. Both of the adjacent riparian property owners (H.J. Webb and the
Town of Swansboro) have provided waivers to the setback. Copies of the waivers dated
September 24, 2018 are included with this application.
The reconstructed docking facility will consist of a floating pier measuring 20' x 5.5' with a 16' x
4' gangway. One floating platform measuring 38'x 5.5' with a 16' x 4' gangway is also included.
Two boat slips as shown on project plans are proposed. A previously permitted ingress -egress
platform to be located slightly waterward of the building has been removed from project plans.
It is replaced with the exit walkway located beneath the building.
Moorecoastal Investments, LLC
Major Modification Request for Major CAMA Permit #29-16
August 26, 2019 Page 5

The dock will be located 5' from the riparian corridor to the west and will extend 2.5' into the
Town's riparian corridor on the east side of the project. The new portion of the building and
main floor deck will be located 3.2' from the riparian corridor to the west (Webb) and 0.5' from
the riparian corridor to the east (Town of Swansboro). The reconstructed dock will be located
20' from the adjacent dock to the west and will be attached to the adjacent dock (Town Dock)
to the east in the previously existing footprint. Water depths at the waterward end of the
docking structure measure +/- 12.0' NLW.
Construction Methods
One barge with pile driving equipment stored in deep water will be used for replacement of the
dock and the portion of the building located waterward of NHW. Conventional construction
methodology will be employed for replacement of the building and decks. Hand tools and
carpentry equipment will be stored on highground or in the building.
Moorecoastal Investments, LLC
Major Modification Request for Major CAMA Permit #29-16
August 26, 2019
-, 1\iSD
AUG 2 g 2019
WAASAHD CITY
Page 6

SURVEY/ BASE MAP PROVIDED BY:
BELL & PHILLIPS SURVEYING, PLLC
604E CEDAR PT. BLVD.
CEDAR POINT, NC 28584
[phone]
NOT FOR CONVEYANCES OR RECORDING
Building
Reconstruction / Addition
Plans Provided by:
Coastal
Architecture
Architectural
Design
Planning
Interiors
-i�►-: AIA
Member of the American
Institute of Architects
Lee D. Dixon, Jr., AIA
252-247-2127
[e-mail]
4206 Bridges St. Ext.,
Suite C
Morehead City, NC
28557
www.CoastalArchitecture.net
T°
<F
C, 4/
ti
'A
°y sr
s�
WHITE OAK
RIVER
VICINITY MAP (NTS)
CA IA Process Planning
and Permit Facilitation by:
COASTAL PLANNING SERVICES, INC.
Kathy B. Vinson, AICP
Comprehensive Land Use Planning and Development Assistance
P.O. Box 827
Morehead City, NC 28557
Office 252.354.4916
Fax [phone]
NOTES:
This plan document is for CAMA permitting purposes ONLY.
Owner & Contractor responsible to insure all project construction is consistent with owner's
intended uses.
Owner & contractor responsible for project compliance with all applicable codes, ordinances,
manufacturer recommendations and regulations including building codes, setbacks, etcetera.
Contractor responsible to inspect site and identify field conditions and related project cost
implications thereof.
CAMA Major Permit #29-16 Modification
Application Plans for:
Moorecoastal Investments, LLC
Icehouse Restaurant
Front & Moore St.
Swansboro, NC 28584
Sheet
1 Cover Sheet
2 Existing Conditions (Post Florence Cleanup/Demolition)
3 Footprint Comparison: Pre—Florence & Proposed (Where Destroyed)
4 Proposed Water Level Plan
5 Proposed Roof Plan
6 Proposed Building East Elevation
7 Proposed Dock Reconstruction Plan & Proposed Building South Elevation
Legend
BFE = Base Flood Elevation
FFE = Finished Floor Elevation
NHW = Normal High Water
OHE = Overhead Electric Line
R/W = Right of Way
Crystal Coast Engineering, P.A.
Civil and Environmental Consulting Engineers
John R. Freshwater, PE
David K. Newsom, PE
205-3 WARD ROAD, SWANSBORO, N.C. 28584
PHONE: [phone] - FAX: [phone]
BUSINESS LICENSE #: C-2553
COVER SHEET
AUG 2 8 2olq
SCALE: NA
DATE: 8/4/2019
PROJECT: 14-036
DRAWN BY: JRF
SHEET: 1 of 7

OHE OH
I Hower
I Pole
_I
�I
I
MOORE STREET
(30' R/W)
S 27°00'00" E (R/W) 190.96'
T TI TT- I
—�
Existing Existing Existing 1st Level Deck to be Removed
g _ _ _ _ _ _ _ YExisting Covered
Open Deck Open Deck Porch (Formerly Covered)
Existing Open Deck
C I cin
� IN
Existing Existing m 00
M I0
Frame Building to u I
Building z N
Remain
(2 Story) = I N
�I-
I
Power N 27°00'00"W 195.77'
I
[]HE OH
a
Power
o H.J. Webb
o
Pole
?
N
N
/
I --
u1
uJ
Existing
W
Concrete
U) a
o
g
Walks
\
Z �-
Parcel /Tract Area
0
z
10,055 Sq. Ft.
u-@
(Coord. Method)
ani
I
OHE OH
I Hower
I Pole
_I
�I
I
MOORE STREET
(30' R/W)
S 27°00'00" E (R/W) 190.96'
T TI TT- I
—�
Existing Existing Existing 1st Level Deck to be Removed
g _ _ _ _ _ _ _ YExisting Covered
Open Deck Open Deck Porch (Formerly Covered)
Existing Open Deck
C I cin
� IN
Existing Existing m 00
M I0
Frame Building to u I
Building z N
Remain
(2 Story) = I N
�I-
I
Power N 27°00'00"W 195.77'
I
v—�a
Pole
a
_C:
fA C Y
i
o H.J. Webb
w U m
D.B. 221 Pg. 253
?
Moorecoastal Investments, LLC
Icehouse Restaurant
Front & Moore St.
Swansboro, NC 28584
EXISTING CONDITIONS - PLAN
(POST FLORENCE CLEANUP / DEMOLITION)
For CAMA Permitting Only
NOT FOR CONSTRUCYION
Multiple Approvals A Permits Required
Existing Fixed Town of Swansboro Public Pier
Riparian Corridor
WHITE OAK
RIVER
EXIST. ADJACENT DOCK
Crystal Coast Engineering, P.A.
Civil and Environmental Consulting Engineers
John R. Freshwater, PE
David K. Newsom, PE
205-3 WARD ROAD, SWANSBORO, N.C. 28584
PHONE: [phone] -- FAX: [phone]
BUSINESS LICENSE #: C-2553
RECIF/ Veo
AUG 2 2oj9
h)CIW4WHO Cj7y
Riparian Corridor
SCALE: 1 " = 20'
DATE: 8/4/2019
PROJECT: 14-036
DRAWN BY: JRF
SHEET: 2 of 7

MOORE ST (R/W) PROPERTY LINE
PREVIOUS
COVERED
DECK LINE
EXISTING BUILDING
TO REMAIN
PROPERTY LINE
PREVIOUS
PREVIOUS DECK LINE PREVIOUS
COVERED — — _ — BUILDING LINE
DECK LINE
— — — — — — — — — — — — — _ L-6
I \— LINE OF NEW
I I BUILDING
I LINE OF NEW II ABOVE
NEW BUILDING LINE I COVERED DECK
I (PORCH) ABOVE
I
------------I-----------
LINE OF I
I NEW I PREVIOUS
I BUILDING I BUILDING LINE
NEW BUILDING LINE
PREVIOUS
BUILDING LINE
PREVIOUS _
DECK LINE L
NEW
UILDING
LINE
EXISTING
BULKHEAD
I ABOVE --- ——
-- � —
.]
I LINE OF NEW
I I BUILDING
I (� PREVIOUS ABOVE
I I BUILDING LINE
I LINE OF
NEW
BULKHEAD BUILDING
I BENEATH ABOVE
I (NHW)
I PREVIOUS
I BUILDING LINE
LINE OF NEW
I BUILDING ABOVE
�Moorecoastal Investments,
i
Icehouse Restaurant
Front & Moore St.
Swansboro, NC 28584
PREVIOUS
DECK LINE
I
LINE OF NEW
DECK ABOVE
I
Jj
PREVIOUS
DECK LINE
For CAMA Permitting Only
NOT FOR CONSTRUCTION
Multiple Approvals & Permits Required
FOOTPRINT COMPARISON: PRE -FLORENCE and PROPOSED (Where Destroyed)
BY: COASTAL ARCHITECTURE
Crystal Coast Engineering, P.A.
Civil and Environmental Consulting Engineers
John R. Freshwater, PE
David K. Newsom, PE
205-3 WARD ROAD, SWANSBORO, N.C. 28584
PHONE: [phone] - FAX: [phone]
BUSINESS LICENSE #: C-2553
WHITE OAK RIVER
AUG 2 9 2019
OCM—MHD CI`I Y
SCALE: 1 " = 10'
DATE: 8/4/2019
PROJECT: 14-036
DRAWN BY: JRF
SHEET: 3 of 7

17'-8 7/8"
TING PROPOSED
EXIS
EXIST.
ELEV.
COVERED
NOTE:
PORCH
UP
WALKWAY TO TOWN DOCK
ENTRY
VESTIBULE
11'-8 3/4"
.v, i
STAIR TO MAIN LEVEL
PROPOSED WATER LEVEL PLAN
Design by: COASTAL ARCHITECTURE
31'-6 3/8"
LO
84'-8 5/8"
9---—(T--0--__0
4,
R
O O
BREAK AWAY
WALL, TYP.
O O
NEW
BULKHEAD
@ NHW
X
Q
00
For CAMA Permitting Only
NOT FOR CONSTRUCTION
Multiple Approvals A Permits Required
O O
PILE,TYP.
O
WALKWAY
C
C
WALKWAY
TO
OWN FIXED
DOCK i
53'-2 1/4"
8' MAX.
Crystal Coast Engineering, P.A.
Civil and Environmental Consulting Engineers
John R. Freshwater, PE
David K. Newsom, PE
205-3 WARD ROAD, SWANSBORO, N.C. 28584
PHONE: [phone] -- FAX: [phone]
BUSINESS LICENSE #: C-2553
AUG 2 8 2019
,-"(' -MHD CITY
SCALE: 1/8" = 1'
DATE: 8/4/2019
PROJECT: 14-036
DRAWN BY: JRF
SHEET: 4 of 7
NOTE:
WALKWAY TO TOWN DOCK
ADDED PER CPSI, INC. BY
CRYSTAL COAST
ENGINEERING, PA
O
FINAL BUILDING PLANS,
PILING DESIGN,
CLEARANCE BENEATH
STAIRS, ETC. SHALL BE
PROVIDED BY BUILDING
DESIGNER.
O
O
U
WHITE OAK
RIVER
I
I
�
Crystal Coast Engineering, P.A.
Civil and Environmental Consulting Engineers
John R. Freshwater, PE
David K. Newsom, PE
205-3 WARD ROAD, SWANSBORO, N.C. 28584
PHONE: [phone] -- FAX: [phone]
BUSINESS LICENSE #: C-2553
AUG 2 8 2019
,-"(' -MHD CITY
SCALE: 1/8" = 1'
DATE: 8/4/2019
PROJECT: 14-036
DRAWN BY: JRF
SHEET: 4 of 7

II
II
N II
II
EXIST.
BLDG.
PROPOSED ROOF PLAN
Design by: COASTAL ARCHITECTURE
PARAPET
WALL
For CAMA Permitting Only
NOT FOR CONSTRUCTION
Multiple Approvals &Permits Required
OA' o c /d'
Crystal Coast Engineering, P.A.
Civil and Environmental Consulting Engineers
John R. Freshwater, PE
David K. Newsom, PE
205-3 WARD ROAD, SWANSBORO, N.C. 28584
PHONE: [phone] - FAX: [phone]
BUSINESS LICENSE #: C-2553
ROOF DRAIN ON ROOF
BELOW DECK PAVERS, TYP.
ROOF SLOPE LINE
BELOW DECK PAVERS, TYP.
RAIL, TYP.
PARAPET
WALL, TYP.
WHITE OAK
RIVER
RAIL, TYPRECEIVED
AUG 2 8 2019
SCALE: 1/8" = 1'
DATE: 8/4/2019
PROJECT: 14-036
DRAWN BY: JRF
SHEET: 5 of 7

35' MAX ROOF HEIGHT_ _
(FROM AVERAGE ELEVATION)
15 (Preliminary) BFE +2 .............
STREET ELEVATION
WHITE OAK
RIVER
9W.
------
CABLE
RAIL
TYP.
12
4 i -
PROPOSED DOCK RECONSTRUCTION i
(AS PREVIOUSLY PERMITTED)
PROPOSED BUILDING EAST ELEVATION
Design by: COASTAL ARCHITECTURE
NEW
\`' © NHW BULKHEAD
(�/4
r\ �iA
PROPOSED EXIST.
12
4
MEN�����■
EIMMEN ME
I MENNEWni
—MMM�i
INENENEM M,
EXIST.
BLDG.
For CAMA Permitting Only
NOT FOR CONSTRUCTION
Multiple Approvals & Permits Required
SCALE: 1/8" = 1'
Crystal Coast Engineering, P.A.
Civil and Environmental Consulting Engineers
John R. Freshwater, PE
David K. Newsom, PE
205-3 WARD ROAD, SWANSBORO, N.C. 28584
PHONE: [phone] - FAX: [phone]
BUSINESS LICENSE #: C-2553
DATE. 8/4/2019
PROJECT: 14-036
DRAWN BY: JRF
SHEET: 6 of 7

Existing Fixed Town of Swansboro Public Pier
PROPOSED DOCK RECONSTRUCTION - PLAN
(AS PREVIOUSLY PERMITTED)
Riparian Corridor
For CAMA Permitting Only
NOT FOR CONSTRUCTION
Multiple Approvals & Permits Required
PROPOSED BUILDING SOUTH ELEVATION
Design by: COASTAL ARCHITECTURE
Crystal Coast Engineering, P.A.
Civil and Environmental Consulting Engineers
John R. Freshwater, PE
David K. Newsom, PE
205-3 WARD ROAD, SWANSBORO, N.C. 28584
PHONE: [phone] - FAX: [phone]
BUSINESS LICENSE #: C-2553
AUG 2 8 2019
DCdU -MHD CITY
SCALE: 1/8" = 1'
DATE: 8/4/2019
PROJECT: 14-036
DRAWN BY: JRF
SHEET: 7 of 7