20140097 Ver 1_CAMA Application_20140206

��� ►'� -009
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Pat McCrory
Governor
MEMORANDUM
TO:
FROM:
SUBJECT:
Applicant:
Project Location:
Braxton C. Davis
Director
30 January 2014
EXPRESS PERMIT REVIEW PROGRAM
Karen Higgins
Division of Water Quality
David W. Moye
Express Permits Coordinator
CAMA/DREDGE & FILL Permit Application Review
Bridgeton Marine, LLC — cto Charles Douthit
John E. Skvarla, III
Secretary
Q6�OM@
FEB - 6 2014
The project site is located at 103 D Street (off US 17) in Bridgeton on the
Neuse River in Craven County, North Carolina.
Proposed Project: The applicant proposes to replace and extend an existing travel way
launch, construct a pier with 4 slips and a wave attenuator, and relocate a
boat ramp.
Please indicate below your agency's position or viewpoint on the proposed project and return
this form to The Washington Regional Office by 20 February 2014. If you have any questions
regarding the proposed project, please contact David W. Moye at 252 - 948 -3852. When
appropriate, in -depth comments with supporting data is requested.
[REPLY: This agency has no objection to the project as proposed.
SIGNED
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.
DATE
943 Washington Square Mall, Washington, NC 27889
Phone: 252 - 946 -64811 FAX: 252 - 948 -0478 Internet www.nabastalmanagement.net

S�
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
Express Permit Review Program
1. APPLICANT'S NAME: Bridgeton Marine, LLC (Bridgeton Boat Works)
2. LOCATION OF PROJECT SITE: At 103 "D" Street in Bridgeton on the Neuse River, in Craven County,
North Carolina
Photo Index — 2006: 73 -6282; N -5 2000: 73 -937; N -5
State Plane Coordinates - X: 2,592,500 Y: 502,900 GPS Rover File: N/A
New Bem Quad. (upper right corner)
3. INVESTIGATION TYPE: CAMA & D/F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 6 November 2013
Was Applicant Present - Yes
5. PROCESSING PROCEDURE: Application Received - 30 January 201
Office - Washington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Town of Bridgeton
Land Classification From LUP - Developed (land), Conservation (AEC's)
(B) AEC(s) Involved: EW, PTA, CS
(C) Water Dependent: YES
(D) Intended Use: Commercial
(E) Wastewater Treatment: Existing - Town of Bridgeton sewer system
Planned - N/A
(F) Type of Structures: Existing - 4 Buildings, travel way launch, boat ramp, concrete and gravel
parking, riprap shoreline
Planned - Replace and extended travel way launch, relocate and expand
boat ramp, and pier with 4 slips, and a wave attenuator (breakwater)
(G) Estimated Annual Rate of Erosion: N/A
Source — N/A
7. HABITAT DESCRIPTION: [AREA]
DREDGED DR
(A) Vegetated Wetlands
(B) Non - Vegetated Wetlands
±462 ft2
±3,182.7 ft2
River bottom
gip
Shaded - plat,,
travel lift, and wave
attenuator
(C) Other
±3,680 ft2
Highground
Redevelop existing
impervious area
(D) Total Area Disturbed: ±0.17 acres (±7,324.7 sq. ft.)
(E) Primary Nursery Area: No
(F) Water Classification: SC;Sw,NSW
Open: No
8. PROJECT SUMMARY: The applicant proposes to replace and extend the existing travel way launch,
install a pier with 4 slips, relocate a boat ramp, and install a wave attenuator (breakwater).

Bridgeton Marine, LLC
Bridgeton Boat Works
Craven County
Express Permit Review Program
Project setting
Bob Childes, on behalf of Bridgeton Marine, LLC, has requested the attached
application be processed under the Express Permit Review Program, for upgrades to the
existing Bridgeton Boat Works commercial facility. The ±2.3 acre project site is located at
103 "D° Street off US 17 in the Town of Bridgeton on the Neuse River in Craven County,
North Carolina. Bridgeton Boat Works is a full service boat storage and repair facility with
an existing travel lift and boat ramp. The site is comprised of 2 lots (0.96 and 1.34 acres)
and is currently developed with a large boat repair building, an office building, 2 smaller
buildings, paved parking, a large concrete pad adjacent the repair building, and gravel
between the paved area and the river. A chain link fence surrounds the entire site.
Additional development on the site includes a travel lift double pier structure projecting
±115' into the Neuse River, a concrete boat ramp between the travel lift piers, and riprap
along the southern half of the property. The remainder of the site is vegetated with upland
grass.
The site is bordered to the upstream (north) by an undeveloped lot with some riprap
along the shoreline and the remnants of an old pier, and is vegetated with several pines,
hardwoods, and upland grass. The old approach and bridge abutment for the previously
existing US 17 bridge borders the property on the downstream (south) side.
The site is ±5' above the normal water level (NWL). The Estuarine Water of the
Neuse River at the project site is classified as SC; Sw, NSW by the Environmental
Management Commission and is closed to shellfishing at the project location.
Project description
The applicant proposes to remove the existing travel lift piers and concrete boat
ramp, and construct 2 new travel lift piers 4'8" wide by 155' long. The existing water depth
at the end of the proposed travel lift piers is 6' to 7' feet below the NWL. A 14' wide by 33'
long (below the NWL) concrete boat ramp is proposed on the downstream (south) side of
the travel way to accommodate a hydraulic trailer used to launch and retrieve catamaran
and tri -hull sailboats. The water depth at the end of the proposed ramp is 3' below NWL
which is sufficient for the shallow draft catamarans and hydraulic trailer so no dredging is
required for this project. A 14' wide by 40' long concrete approach ramp is proposed over
existing impervious surface. The applicant proposes to install a sheet pile coffer dam
around the proposed boat ramp location (30' wide by 80' long) as a- temporary impact in
order to install the ramp "in the dry".
A 5' wide by 300' long pier is proposed along the downstream (south) side of the
travel way and 4 slips are proposed accessed by three - 3' by 20' finger piers. A total of 5
tie pilings will be installed for the slips. The existing water depth at the location of the
proposed slips is 5'-6' below the NWL. The project as proposed will result in a total of 4

Bridgeton Boat Works
Bridgeton Marine, LLC
Craven County
Express Permit Review Program
Page Two
permanent slips. A 155' long wave attenuator (wooden breakwater) is proposed along the
outer side of the slip area as well as the downstream side. The wooden breakwater will be
constructed 6 feet off the proposed docking facility with 8 inch batter boards attached on
the horizontal with 3 inch gaps between the boards and will have a minimum clearance of
3' above the bottom substrate measured at NWL. The applicant is requesting the
breakwater be constructed 6 feet off the docking facility to prevent boaters from using the
outside of the pier as a mooring area.
Anticipated impacts
The project as proposed will result in the shading of 3,182.7 ftz of river bottom
associated with the pier and slip installation including the breakwater, as well as the repair
and lengthening of the travel way pier system. Approximately 462 ftZ of bottom will be filled
with the installation of the new boat ramp. No new impervious surface is proposed with
this project. The project will result in localized turbidity as a result of the construction activities.
David W. Moye — 30 January 2014

417 -A BROAD ST.
P O BOX 3496
NEW BERN, NORTH CAROLINA 28564 -3496
HAND DELIVERED
Mr. David Moye, District Manager
NCDENR, Division of Coastal Management
Washington Regional Office
943 Washington Square Mall
Washington, N. C. 27889
ROBERT M. CHILES, P.E.
ENGINEERS, CONSULTANTS
8
MARINE SURVEYORS
January 21, 2014
IN
BUSINESS • 252- 637 -4702
FAX. [phone]
office@robertmchilesr)e.com
Enclosures: (1) Request for Express Permit Review
(2) Division of Coastal Management Application for Major Development Permits; Forms
DCM MP -1, MP -2, MP -3, and MP -4, Agent Authorization, Deeds, Narrative, and
Drawings prepared for Bridgeton Marine, LLC by Robert M. Chiles, PE.
(3) Copies, Letters of Notification to Adjoining Property Owners, with US Postal Service
Return Receipts.
(4) Check in the amount of $3,000;
Dear Mr. Moye:
On behalf of our client, Bridgeton Marine, LLC, we submit t6 el enclosed CAMA application and
drawings for your review under the express permitting program.
The Bridgeton Boatworks project described in the application�,and depicted in the drawings
proposes to replace an existing travel lift rail system and existing boat ramp, Arid create four boat slips.
i
The upland portion of the project site is almost entirely impervious, with,ground cover consisting of
buildings, asphalt and cement concretes, clean and partially grass - covered compacted gravel. The
buildings on the project site are most widely remembered as the Harvey Brothers restaurant, automobile
and truck service station, and boat service facility.
The only proposed upland work involves resurfacing an area immediately landward from the
proposed travel lift and boat ramp to createla boat wash%pad., Minor grading will be performed so that
the pad will drain internally into a storage',tank in order to capture any sediment created during vessel
washdown. t
Should you require additional information or have any questions, please contact us your
convenience.
Very truly yours,
ROBERT M. CHILES, P.E.
Michael L. Rice, P.E.
cc: Bridgeton Marine, LLC
MECHANICAL, CIVIL, AND MARINE ENGINEERING
COMMERCIAL, INDUSTRIAL, MARINE, AND RAILROAD FACILITIES DESIGN
FORENSIC ENGINEERING AND FAILURE ANALYSIS
i
MARINE HYDROGRAPHIC AND LAND SURVEYS
BOUNDARY SURVEYS AND MAPPING SERVICE

&� K%JDCKI M. t- MILCJ, r.C.
ENGINEERS, CONSULTANTS
MARINE SURVEYORS
417 -A BROAD ST.
P O BOX 3496
NEW BERN, NORTH CAROLINA 28564 -3496
January 14, 2014
Bridgeton Boatworks Project Narrative
CAMA Major Permit Application
for
Bridgeton Marine, LLC
IN
BUSINESS . 252- 637 -4702
FAX. [phone]
office @robertmchllesoe com
The Bridgeton Boatworks site is located at 103 D Street in the town of Bridgeton, NC and is immediately
north of the property where the previous Neuse River Bridge met the shoreline and on the east bank of
the Neuse River. The primary Neuse River channel is located approximately 4,900 feet south and across
the river.
The project site was previously developed with buildings-and _ paved areas that have been utilized as a
restaurant, automobile and truck repair service statibh,and boat repair facility. There are existing boat
travel lift rails, an existing boat ramp, and various shoreline siabiiization methods onsite.
The project redevelopment proposes to remove and replact the existing • travel lift rails and boat ramp.
The proposed travel lift rails will be constructed so that they are at least 15 feet away from and parallel to
the riparian property line. The proposed boat ramp will be locatedidownstream and adjacent to the
travel lift rails.
Minor grading of the existing gravel and re- paving is proposed immet iately inlbnd from the proposed
replacement ramp and rails to provide a boat wash -down pad. The pad will 6e sloped to drain internally
into a catch basin /storage tank where debris is captured. The storage tank will be evacuated as
needed, with removed solids being transported to the appropriate treatment br landfill facility. No other
upland development or shoreline stabilization is proposed. r
Additionally, a dock is proposed for construction adjacent to the downstream side of the travel lift rails
which will serve the proposed boat ramp and provide access to fear proposed boat slips near the
waterward end of the travel lift. A wave attenuatoe is propos d,,.fbr construction around the boat slips.
Dredging is not proposed for the project. The existing;tray0l lift rails and boat ramp can be removed, and
the proposed travel lift rails, dock, and boat slips can- ISe constructed using barge mounted equipment.
The proposed boat ramp will be utilized to haul wide shallow draft multi -hull pleasure craft with a
hydraulic trailer pulled by a truck. The concrete ramp will be constructed in the dry using a temporary
bulkhead to be removed upon completion of the ramp. A permanent bulkhead will be installed around
the perimeter of the concrete ramp and will serve as the construction form. This permanent bulkhead will
be left level with the top surface of the ramp.
MECHANICAL. CIVIL, AND MARINE ENGINEERING MARINE HYDROGRAPHIC AND LAND SURVEYS
COMMERCIAL, INDUSTRIAL, MARINE, AND RAILROAD FACILITIES DESIGN
FORENSIC ENGINEERING AND FAILURE ANALYSIS BOUNDARY SURVEYS AND MAPPING SERVICE

DCM MP -1
APPLICATION for
Major Development Permit
Gast revised 12/27106)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
Project Name (if applicable)
Bridgeton Marine, Llc
BRIDGETON BOAT WORKS
Applicant 1 First Name
MI
Last Name
MI
Last Name
CHARLES
E
DOUTHIT
CHILES
Applicant 2 First Name
MI
Last Name
Mailing Address
If additional applicants, please attach an additional page(s) with names listed
PO Box
City
Mailing Address
PO Box
City
3496
State
1200 TRILLIUM CIRCLE
ZIP
Raleigh
Phone No 1
NC 27606
ZIP
Country
Phone No._
252 -637 - 4702 ext N/A
FAX No.
27606
USA
919 - 816 - 0010 ext N/A
-
Street Address (if different from above)
City
State
ZIP
103 D STREET
Bridgeton
NC
ZIP
28519-
Email
New Bern
NC
28560 -
cdouthit @bddgetonboatworks.com
2. Agent/Contractor Information
Business Name
Robert M. Chiles, P.E.
Agent/ Contractor 1 - First Name
MI
Last Name
ROBERT
M.
CHILES
Agent/ Contractor 2. First Name
MI
Last Name
Mailing Address
PO Box
City
State
3496
New Bern
NC
ZIP
Phone No 1
Phone No 2
28564 3496
252 -637 - 4702 ext N/A
- - ext
FAX No
Contractor #
252 637 3100
Street Address (if different from above)
City
State
ZIP
417 -A BROAD STREET
New Bern
NC
28560 -
Emad
[e-mail]
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Form DCM MP -1 (Page 2 of 4)
APPLICATION for
Major Development Permit
I Project Location
County (can be multiple)
Street Address
State Rd. #
CRAVEN
103 D STREET (ALSO INCLUDES LOT AT 101 A ST)
N/A
Subdivision Name
City
State
Zip
D ST: NONE LISTED & A ST: 9 -10 DOWDY SUB
BRIDGETON
NC
28519-
f
Phone No
Lot No (s) (if many, attach additional page with list)
252 - 633 -1090 ext N/A
CRAVEN CO TX ID #'S:, 2 -004 -113, &, 2 -004 -114,
a In which NC river basin is the project located?
b Name of body of water nearest to proposed project
NEUSE
NEUSE 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
NEUSE RIVER
e Is proposed work within city limas or planning jurisdiction?
f If applicable, list the planning jurisdiction or city limit the proposed
®Yes []No
work falls within
k Has a professional archaeological assessment been done for the tract? If yes, attach a copy ❑Yes ®No ❑NA
BRIDGETON, NC
4. Site Description
a. Total length of shoreline on the tract (ft )
b. Size of entire tract (sq ft )
250 FT
97,180 +/- SO. FT
c Size of individual lot(s)
d Approximate elevation of tract above NHW (normal high water) or
TRACTS: 2- 004113= 0.96 +/- AC, 2 -004 -113= 1.34 +/- AC,
NWL (normal water level)
,
5 FEET PLUS ®NHW or ❑NWL
(If many lot sizes, please attach additional page with a list)
e Vegetation on tract
WEEDS AND GRASSES GROWING IN COMPACTED GRAVEL
f Man -made features and uses now on tract
BUILDINGS AND PAVEMENT,CURRENT USE BOAT REPAIR SHOP; HISTORICALLY USED AS A RESTAURANT,
AUTOMOBILE SERVICE STATION, AND BOAT REPAIR YARD
g Identify and describe the existing land uses adjacent to the proposed project site
ABANDONED US HWY 17 / NC HWY 55 RIGHT -OF -WAY ADJOINING PROPERTY TO THE SOUTH, VACANT
RESIDENTIAL LOT ADJOINING PROPERTY TO THE NORTH, END OF "A" STREET ON THE EAST, AND NEUSE
RIVER ON THE WEST
h How does local government zone the tract?
i Is the proposed project consistent with the applicable zoning?
BUSINESS / RESIDENTIAL - CONDITIONAL USE
(Attach zoning compliance certificate, if applicable)
PERMIT. SEE ATTACHED TOWN OF BRIDGETON
®Yes ❑No ❑NA
CONDITIONAL USE PERMIT DATED AUG. 13, 2013
1 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?
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?
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Form DCM MP -1 (Page 3 of 4)
<Form continues on next page>
APPLICATION for
Major Development Permit
m (i) Are there wetlands on the site? ❑Yes ®No
(n) 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
PUBLIC SANITARY SEWER
o Describe existing drinking water supply source.
PUBLIC WATER SUPPLY
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
❑ Pnvate /Community
b. Give a brief description of purpose, use, and daily operations of the project when complete
PURPOSE IS TO RE- ESTABLISH THE USE OF THE LOCATION AS A BOAT REPAIR FACILITY WITH TRAVEL -LIFT AND
DOCKS.
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
BOAT RAMP SHALL BE CAST -IN -PLACE CONCRETE CONSTRUCTED WITHIN SHEET PILE COFFER DAM..
EXCAVATOR, DUMP TRUCK, AND COMPACTOR USED FOR UPLAND DEVELOPMENT PILES FOR TRAVEL -LIFT
DEVICE FROM BARGE MOUNTED EQUIPMENT
d List all development activities you propose.
CONSTRUCT NEW BOAT RAMP, REPLACE AND EXTEND EXISTING TRAVEL -LIFT PIER, AND CONSTRUCT NEW
DOCKS TO PROVIDE MOORING FOR LESS THAN 10 VESSELS.
e. Are the proposed activities maintenance of an existing project, new work, or both? BOTH
f What is the approximate total disturbed land area resulting from the proposed project? 7,200 ®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
STORMWATER RUNOFF EXISTING, AND PROPOSED.
PROPOSED BOAT WASH PAD TO DRAIN INTERNALLY AND DISCHARGE TO SANITARY SEWER SYSTEM.
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
I Is there any mitigation proposed? ❑Yes ®No ❑NA
If yes, attach a mitigation proposal
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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) — (1) 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 appropnate 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 MR. LARRY MULLIGAN Phone No 919 - 821 -7700 (NC
HARBORSIDE MORTGAGE LENDER, LLC REGIST. AGENT: HOWARD,
STALLINGS, FROM & HUDSON)
Address 24 SOUTH RIVER STREET WILKES- BARRE, PA 18702
Name NC DOT Phone No 252 - 514 -4716
MR. REED SMITH, P.E DISTRICT ENGINEER
Address 209 S. GLENBURNIE RD NEW BERN, NC 28560
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.
NONE
h Signed consultant or agent authorization form, it applicable
i Wetland delineation, if necessary.
I 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
1 7. Certfcation 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 �YkN I(o. Zo l¢ Print Name tA
Signature
Please indicate application attachments pertaining to your proposed project.
®DCM MP -2 Excavation and Fill Information DDCM MP -5 Bridges and Culverts
®DCM MP -3 Upland Development
®DCM MP-4 Structures Information
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Form DCM MP -2
EXCAVATION and FILL
(Except for bridges and culverts)
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.
Describe below the purpose of proposed excavation and /or fill activities. All values should be given in feet.
1. EXCAVATION ❑This section not applicable
a. Amount of material to be excavated from below NHW or NWL in b. Type of material to be excavated
cubic yards SOIL / DEBRIS
25 CU YD.
c. (Q Does the area to be excavated include coastal wetlands /marsh
(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 ❑SAV ❑SB
OWL ®None
(u) Describe the purpose of the excavation in these areas
TO REMOVE DEBRIS AND SOIL FROM FOOT PRINT OF
PROPOSED BOAT RAMP
d High- ground excavation in cubic yards
2 CU. YD.
2. DISPOSAL OF EXCAVATED MATERIAL ❑This section not applicable
a Location of disposal area b Dimensions of disposal area.
ON SITE DISPOSAL. VARIOUS - (50 X 50 + / -)
c (i) Do you claim title to disposal area?
®Yes ❑No ❑NA
(n) If no, attach a letter granting permission from the owner
e. (i) Does the disposal area include any coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)7 If any boxes are checked, provide the
number of square feet affected
❑CW ❑SAV ❑SB
OWL ®None
(n) Describe the purpose of disposal in these areas-
TO PROVIDE BASE FOR BOAT RAMP CONSTRUCTION
d (i) Will a disposal area be available for future maintenance?
❑Yes ❑No ®NA
(n) If yes, where?
(i) Does the disposal include any area in the water?
❑Yes ®No ❑NA
(u) If yes, how much water area is affected?
AREA OF PROPOSED BOAT RAMP
252 - 808 -2808 :: 1- 888- 4RCOAST :: www,nccoastalmanagement.net revised: 12/26106
Access
Other
Channel
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
(excluding
(NLW or
Breakwater
shoreline
NWL )
stabilization
Length
N/A
N/A
N/A
32.5 FT
N/A
N/A
N/A
Width
N/A
N/A
N/A
14 FT
N/A
N/A
N/A
Avg. Existing
Depth
N/A
N/A
N/A
3 FT
NA
NA
N/A
Final Project
Depth
N/A
N/A
N/A
3 FT
NA
NA
N/A
1. EXCAVATION ❑This section not applicable
a. Amount of material to be excavated from below NHW or NWL in b. Type of material to be excavated
cubic yards SOIL / DEBRIS
25 CU YD.
c. (Q Does the area to be excavated include coastal wetlands /marsh
(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 ❑SAV ❑SB
OWL ®None
(u) Describe the purpose of the excavation in these areas
TO REMOVE DEBRIS AND SOIL FROM FOOT PRINT OF
PROPOSED BOAT RAMP
d High- ground excavation in cubic yards
2 CU. YD.
2. DISPOSAL OF EXCAVATED MATERIAL ❑This section not applicable
a Location of disposal area b Dimensions of disposal area.
ON SITE DISPOSAL. VARIOUS - (50 X 50 + / -)
c (i) Do you claim title to disposal area?
®Yes ❑No ❑NA
(n) If no, attach a letter granting permission from the owner
e. (i) Does the disposal area include any coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)7 If any boxes are checked, provide the
number of square feet affected
❑CW ❑SAV ❑SB
OWL ®None
(n) Describe the purpose of disposal in these areas-
TO PROVIDE BASE FOR BOAT RAMP CONSTRUCTION
d (i) Will a disposal area be available for future maintenance?
❑Yes ❑No ®NA
(n) If yes, where?
(i) Does the disposal include any area in the water?
❑Yes ®No ❑NA
(u) If yes, how much water area is affected?
AREA OF PROPOSED BOAT RAMP
252 - 808 -2808 :: 1- 888- 4RCOAST :: www,nccoastalmanagement.net revised: 12/26106

Form DCVO MP -2 (Excavation and Fill, Page 2 of 3)
3. SHORELINE STABILIZATION ®This section not applicable
(If development is a wood groin, use MP -4 - Structures)
7 1 ypc vi co Vic ilia alto auvn.
❑Bulkhead ❑Riprap ❑Breakwater /Sill ❑Other
c Average distance waterward of NHW or NWL-
e Type of stabilization material
g Number of square feet of fill to be placed below water level
Bulkhead backfill Riprap
Breakwater /Sill Other
I Source of fill material
o Lengm
Width
d Maximum distance waterward of NHW or NWL:
f (i) Has there been shoreline erosion during preceding 12
months?
❑Yes ❑No ❑NA
(i) If yes, state amount of erosion and source of erosion amount
information
h Type of fill material
4. OTHER FILL ACTIVITIES ❑This section not applicable
(Excluding Shoreline Stabilization)
a (i) Will fill material be brought to the site? ®Yes ❑No ❑NA b. W Will fill material be Placed in coastal wetlands /marsh (CM
If yes,
(ii) Amount of material to be placed in the water 17 CU YD
(w) Dimensions of fill area 455 SQ FT (BELOW WATER
LINE)
(iv) Purpose of fill
SELECT FILL TO ESTABLISH PROPOSED SLOPE,
COMPACTED GRAVEL 8 CONCRETE
submerged aquatic vegetation (SAV), shell bottom (SB), or
other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected
❑CW ❑SAV ❑SB
OWL ®None
(i) Describe the purpose of the fill in these areas
5. GENERAL
a How will excavated or fill material be kept on site and erosion b What type of construction equipment will be used (e.g, draglme,
controlled? backhoe, or hydraulic dredge)?
DISPOSED ON SITE WITH SILT FENCE AROUND DISPOSAL BACKHOE, DUMP TRUCK, COMPACTOR, BARGE MOUNTED
AREA. AS NECESSARY PILE DRIVER
FILL MATERIAL TRANSPORTED TO THE SITE WILL BE
INSTALLED WHERE PROPOSED UPON ARRIVAL, FILL
MATERIAL WILL BE ENCAPSULATED WITH WOODEN
BULKHEAD AND CONCRETE
c (i) Will navigational aids be required as a result of the project?
❑Yes ®No ❑NA
(n) If yes, explain what type and how they will be implemented
d (i) Will wetlands be crossed in transporting equipment to project
site? ❑Yes ®No ❑NA
(ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts
252- 808 -2808 :: 1- 888- 4RCOAST :: www_necoastalmanagement.net revised: 12126/06

.Form DCM MP -2 (Excavation and Fill, Page 3 of 3)
1 /(� /1't
Date
BRIDGETON BOAT WORKS'
Project Name
BRIDGETON MARINE, LLC
Appl� t Name
Applicant Signature
252 - 808 -2808 :: 9- 888- 4RCOAST :: www.necoastaimanagement.net revised: 92126/06

Form DCM MP -3
UPLAND DEVELOPMENT
(Construction and /or land disturbing activities)
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.
GENERAL UPLAND DEVELOPMENT
a Type and number of buildings, facilities, units or structures
proposed
EXISTING / N/A
c. Density (give the number of residential units and the units per
acre)
N/A
e If the proposed project will disturb more than one acre of land, the
Division of Land Resources must receive an erosion and
sedimentation control plan at least 30 days before land- disturbing
activity begins.
(i) If applicable, has a sedimentation and erosion control plan been
submitted to the Division of Land Resources?
❑Yes ®No ❑NA
(ii) If yes, list the date submitted.
b Number of lots or parcels
N/A
d Size of area to be graded, filled, or disturbed including roads,
ditches, etc.
0.15 ACRES +/- FOR CONCRETE PAD OVER EXISTING
STONE BASE.
f List the materials (such as marl, paver stone, asphalt, or concrete)
to be used for impervious surfaces
COMPACTED GRAVEL AND CONCRETE
g Give the percentage of the tract within the coastal shoreline AEC to h Projects that require a CAMA Major Development Permit may also
be covered by impervious and /or built -upon surfaces, such as require a Stormwater Certification
pavement, budding, rooftops, or to be used for vehicular driveways (i) Has a site development plan been submitted to the Division of
or parking Water Quality for review?
EXISTING 100 % PROJECT AREA IS REDEVELOPMENT ®Yes []No ❑NA
i Give the percentage of the entire tract to be covered by impervious
and /or built -upon surfaces, such as pavement, budding, rooftops,
or to be used for vehicular driveways or parking
SAME AS EXISTING
I Describe proposed method of sewage disposal
NO CHANGE FROM EXISTING SYSTEM
I Describe location and type of proposed discharges to waters of the
state (e g , surface runoff, sanitary wastewater, industrial/
commercial effluent, "wash down" and residential discharges)
SAME AS EXISTING
(u) If yes, list the date submitted CONCURRENT
k Have the facilities described in Item (i) received state or local
approval?
❑Yes ❑No ®NA
If yes, attach appropriate documentation
m Does the proposed project include an innovative stormwater
design?
❑Yes ®No ❑NA
If yes, attach appropriate documentation
252 -808 -28082 :: 1- 888- 4RCOAST :: www.necoastalmanagement.net revised: 12126/06

dorm DCM MP -3 (Upland Development, Page 2 of 2)
m Describe proposed drinking water supply source (e g, well,
community, public system, etc)
SAME AS EXISTING
o When was the lot(s) platted and recorded?
PRIOR TO 1950
Date
BRIDGETON BOAT WORKS
Project Name
BRIDGETON MARINE, LLC
Apple me
Applicant Signature
n. (i) Will water be impounded? ❑Yes ®No ❑NA
(u) If yes, how many acres?
p If proposed development is a subdivision, will additional utilities be
installed for this upland development?
[]Yes ❑No [DNA
252 -808 -2808 :: 1- 888- 4RCOAST :. www.nccoastaimanagement.net revised: 12/26/06

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 faality /manna
JKICommercial ❑Public/Govemment ❑Private /Community
❑This section not applicable
b (i) Will the facility be open to the general public?
[]Yes ®IVo
c (i) Dock(s) and /or pier(s)
(i) Travel Lift Rails
d (i) Are Finger Piers included? IM'es ❑No
(ii) Number _1_
(ii) Number 2
If yes.
(iii) Length _ 00
(iii) Length 155
(ii) Number _ 3 _
(iv) Width —5–
(iv) Width _ 4
(iii) Length _ 20 _
(v) Floating ❑Yes $INo
(v) Floating NO
(iv) Width _,-_
(v) Floating ❑Yes I3tlo
e (i) Are Platforms included? []Yes
M14o
f. (i) Are Boatlifts included? []Yes I$No
If yes.
If yes
(ii) Number
(ii) Number
(iii) Length
(iii) Length
(iv) Width
(iv) Width
(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
—4-
® Full service, including travel lift and /or rail, repair or
(ii) Number of slips existing
maintenance service
0 / NONE
❑ Dockage, fuel, and marine supplies
_
❑ Dockage ('Yet slips ") only, number of slips.
❑ Dry storage; number of boats.
JKI Boat ramp(s), number of boat ramps
❑ Other, please describe:
i Check the proposed type of siting.
❑ Land cut and access channel
[]Open water, dredging for basin and /or channel
91 Open water, no dredging required
[]Other; please describe:
k Typical boat length. _ 42 FT +/-
m (i) Will the facility have be pilings?
®` /es ❑No
(ii) If yes number of tie pilings?
—5-
1. Describe the typical boats to be served (e.g , open runabout,
charter boats, sail boats, mixed types)
_ MIXED TYPES
I (i) Will the facility be open to the general public?
❑Yes 1$Plo
252 - 808.2808 :: 1- 888- 4RCOAST :: www.nccoastalmanagement.net revised: 12/27/06

Forth CCM MP -4 (Structures, Page 2 of 4)
2. DOCKING FACILITY /MARINA OPERATIONS [$1 his 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. ; Location
❑ Showers
❑ Boatholding tank pumpout; Give type and location
b Describe treatment type and disposal location for all sanitary wastewater
c Describe the disposal of solid waste, fish offal and trash
d How will overboard discharge of sewage from boats be controlled?
e (i) Give the location and number of "No Sewage Discharge" signs proposed
(ii) Give the location and number of " Pumpout Available" signs proposed
f Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products
g Where will residue from vessel maintenance be disposed of?
h Give the number of channel markers and "No Wake" signs proposed
i Give the location of fuel - handling facilities, and describe the safety measures planned to protect area water quality
I What will be the marina policy on overnight and live- aboard dockagel
k Descnbe design measures that promote boat basin flushing?
I If this project is an expansion of an existing marina, what types of services are currently provided?
252 - 808 -2808 :: 1- 888- 4RCOAST :: www.nccoastalmanagement.net revised: 12/27/06

Form CCM MP -4 (Structures, Page 3 of 4)
m Is the manna /docking facility proposed within a primary or secondary nursery area?
❑Yes []No
n Is the manna /docking facility proposed within or adjacent to any shellfish harvesting area?
❑Yes ❑No
o Is the manna/docking facility proposed within or adjacent to coastal wetlands /marsh (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 ❑SAV ❑SB
❑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.
3. BOATHOUSE (including covered hits) 1$ 1-his section not applicable
a (i) Is the boathouse structure(sy
❑Commercial ❑Public/Government ❑Pnvate /Community
(i) Number
(iii) Length
(iv) Width
Note: Roofed areas are calculated from dnphne dimensions
4. GROIN (e g, wood, sheetpile, etc. if a rock groin, use MP -2, Excavation and Fill) [21 his section not applicable
a (i) Number
(ii) Length
(iii) Width
5. BREAKWATER (e g, wood, sheetpile, etc.) 12-1-his section'not apphcab /e
a Length b. Average distance from NHW, NWL, or wetlands
c Maximum distance beyond NHW, NWL or wetlands
6. MOORING PILINGS and BUOYS 31:rh/s section not applicable
a. Is the structure(s)
❑Commercial ❑Public/Govemment ❑Pnvate /Community
C Distance to be placed beyond shoreline
Note. This should be measured from marsh edge, if present
e Arc of the swing
b Number
d. Description of buoy (color, inscription, size, anchor, etc.)
252 - 808 -2808 :: 1- 888- 4RCOAST :: wwvv.nccoastalmanagement.net revised: 12/27/06

Form DCM MP -4 (Structures, Page 4 of 4)
7. GENERAL
a Proximity of structure(s) to adjacent riparian propertv lines
PART OF EXISTING TRAVEL -LIFT WITHIN 15F FT (6.5 FT
AT CLOSEST POINT). PROPOSED NEW TRAVEL -LIFT
SHALL BE A MINIMUM DISTANCE OF 15 FT.
wore For ouoy or mooring purng, use arc of swing rncwaing length
of vessel.
c Width of water body
5,000 TO 5,500 FT WIDE (APPROXIMATE
WIDTH OF NEUSE RIVER AT THIS POINT.)
e. (i) Will navigational aids be required as a result of the project?
❑Yes ❑No KINA
(u) If yes, explain what type and how they will be implemented
b Proximity of structure(s) to adjacent docking facilities.
60 FEET FROM REMAINDER OF DAMAGED DOCK ON
_ ADJACENT PROPERTY
d Water depth at waterward end of structure at NLW or NWL
7 FT.
8. OTHER ❑This section not applicable
a Give complete description
_ WAVE ATTENUATOR TO BE LOCATED AS SHOWN WITH MINIMUM OF 3 FT VERTICAL ABOVE BOTTOM
OF RIVER AT NORMAL WATER LEVEL.
Date
BRIDGETON BOATWORKS
Project Name
BRIDGETON MARINE, LLC '
Applican e
Applicant Signature
252-808-2808;; 1- 888- 4RCOAST :: www.necoastaimanagement.net revised: 12/27/06

N.C. DIVISION OF COASTAL MANAGEMENT
AGENT AUTHORIZATION FORM
Date JANUARY 10, 2014
Name of Property Owner Applying for Permit:
BRIDGETON MARINE. LLC CHARLES E. DOUTHIT, MEMBER / MANAGER
Mailing Address:
1200 TRILLIUM CIRCLE BRIDGETON MARINE, LLC
103 D STREET
RALEIGH, NC 27606 BRIDGETON, NC 28519
252 - 633 -1090
I certify that I have authorized (agent) ROBERT M. CHILES, P.E. to act on my
behalf, for the purpose of applying for and obtaining all CAMA Permits necessary to
install or construct (activity) THE BRIDGETON BOATWORKS PROJECT
at (my property located at) 103 D STREET BRIDGETON. NC 28519
This certification is valid thru (date) _ / OR.
THRU COMPLETION OF PROJECT
n E 'i C
WMMWI �
Property Owner Signature j //3 // V Date

BEFORE THE BOARD OF COMMISSIONERS'
OF THE
TOWN OF BRIDGETON
In the Matter of the Application of BRIDGETON )
MARINE, LLC for a Conditional Use Permit for ) ORDER
Real Property located at 101 A and 103 D Street, )
Bridgeton. North Carolina )
THIS CAUSE coming on for hearing before the Board of Commissioners of the Town of
Bridgeton and being heard on August 13, 2013 by Board of Commissioner members Rodman L.
Williams (Mayor), John R. Chittick, Elizabeth Parker, Charles D. Freeman, and Keith L. Tyndall
on Bridgeton Marine, LLC's (hereinafter "Petitioner') request for a conditional use permit to
operate a business engaged in the sale and maintenance of watercraft on property located at 101
A and 103 D Street, Bridgeton, North Carolina (hereinafter the "Subject Parcel "). Based upon
the sworn testimony heard and evidence considered, the Board of Commissioners makes the
following findings of fact and conclusions of law, and enters the following order:
FINDINGS OF FACT
1. On July 10, 2013, Petitioner submitted an application for conditional use permit
with the Town Clerk, Elaine Bryan, a copy of which is attached hereto as Exhibit "A" and
incorporated herein by reference.
It
2. The Subject Parcel is located at 101 A and 103 D Street, Bridgeton, North
Carolina and is currently zoned Business - Residential. N
3. According to Appendix B: Permitted Uses of the Town of Bridgeton Code of
Ordinances, business engaged in the sale and service of watercraft may only be conducted on
property zoned Business - Residential as a conditional use.

4. Pursuant to Petitioner's application for conditional use permit, a quasi-judicial
hearing was scheduled for and held on August 13, 2013.
5. Petitioner's application for conditional use permit was approved by the Bridgeton
Planning Board on July 8, 2013.
6. On July 19, 2013, the Town Clerk provided notice of the time and date of
Petitioner's conditional use permit hearing via first -class mail to the Petitioner. The Subject
Parcel was posted with notice of the hearing on July 19, 2013. Notice of the hearing was
published in a newspaper of local circulation, the Sun Journal, on July 23, 2013, and notice of
the hearing was also posted on the Town bulletin board on July 19, 2013.
7. The Board of Commissioners provided the public an opportunity to testify at the
hearing. The following persons were sworn in and authorized to testify at the conditional use
permit hearing: Town of Bridgeton Zoning Administrator, David Fort, Charles E. Douthit,
Petitioner's owner, Milton Costen, Petitioner's manager, and Edwin Hege.
8. Petitioner intends to utilize the building and grounds located on the Subject Parcel
to engage in the sale and maintenance of watercraft.
9. After reviewing Petitioner's application for conditional use permit and
considering the elements necessary to grant such a permit, as set forth in Section 155.048 of the
Town Code, the Town Zoning Administrator, David Fort, testified that Petitioner's proposed use
of the Subject Parcel is in compliance with the Town Code. A written summary of the Zoning
Administrator's comments with respect to each of the elements described in Town Code Section
155.048 is attached hereto as Exhibit "B" and incorporated herein by reference.
CONCLUSIONS OF LAW
Based upon the foregoing findings of fact, the Board of Commissioners hereby makes the
following conclusions of law:

1. The proposed use will not adversely affect the zoning plan and will not be
detrimental to the area.
2. The proposed use will not adversely affect the health and safety of residents and
workers in the area.
3. The proposed use will not be detrimental to adjacent properties and other
neighborhood uses.
4. -The proposed use will not be affected adversely by existing uses.
5. The proposed use will comply with space (Appendix A) and parking ( §§ 155.075 et
seq.) requirements of Chapter 155 of the Town of Bridgeton Code of Ordinances and, if required,
will comply with the Development Ordinance.
6. The proposed use will not constitute a nuisance or hazard because of the number of
persons who will use the facility.
7. The proposed use will comply with the standards set forth for each particular use for
which a permit is or may be granted.
ORDER
,WHEREFORE, based upon the foregoing findings of fact and conclusions of law,
Petitioner's request for a conditional use permit to operate a business engaged in the sale and
maintenance of watercraft on the Subject Parcel located at 101 A and 103 D Street, Bridgeton,
North Carolina, is hereby granted.
This the L day of August, 2013.
Rodman L.

417 -A BROAD ST.
P O BOX 3496
NEW BERN, NORTH CAROLINA 28564 -3496
ROBERT M. CHILES, P.E.
ENGINEERS, CONSULTANTS/
MARINE SURVEYORS
January 14, 2014
Certified Mail Receipt No. 7009 2820 0001 4222 9321
Mr. Larry Mulligan
Harborside Mortgage Lender, LLC
24 South River St
Wilkes- Barre, PA 18702
Re: CAMA Major Permit Application Notification
BUSINESS 252- 637 -4702
FAX. [phone]
[e-mail]
mikedce @robertmchilespe.com
Enclosure: (1) Copy of Division of Coastal Management Forms MP 1, MP2, MP3, and MP4, with
drawings CAMA Permit Application, Bridgeton Boatworks, for Bridgeton Marine,
LLC, depicting a relocated travel lift, new boat ramp and docks, prepared by
Robert M. Chiles, P.E.
Dear Mr. Mulligan:
On behalf of our client, Bridgeton Marine, LLC, we provide enclosure (1) for your client's review
and comment. Bridgeton Marine is applying for a CAMA Major peimit.to relocate and extend an exiting
travel lift, and construct a new boat ramp and docks at their property located at 103 D Street, Bridgeton,
NC, on the Neuse River. The proposed construction is described ano depicted in the enclosed
documents.
Craven County records indicate that your client owns -the- property -thaf, is adjacent to our client's
property where it reaches the Neuse River. That makes them an adjacent riparian property owner to our
client's property. In compliance with the Division of Coastal Management (DC M) application process,
we are required to notify adjacent riparian property owners of the proposed project and inform them
that they have 30 days from receipt of this notificatibn to provide comments:
If they have any objections, please have them send written'comments to Mr. David Moye at the
North Carolina Division of Environment and Natural Resoufces "(NCDENR), Division of Coastal
Management (DCM), Washington Regional Office, 943 Washington`,Square Mall, Washington, NC 27889.
Indicate clearly that the comments regard the Bridgeton Boatworks project. No comments from them
within 30 days of receipt of this notice is interprefed to�ihdicate that they have no objection to the
proposed project.
Should you or your client have any questions, contact either Mr. Moye at (252) 946 -6481, or our
office at (252) 637 -4702.
Very truly yours,
ROBERT M. CHILES, P.E.
Michael L. Rice, P.E.
MECHANICAL, CIVIL. AND MARINE ENGINEERING
COMMERCIAL, INDUSTRIAL, MARINE, AND RAILROAD FACILITIES DESIGN
FORENSIC ENGINEERING AND FAILURE ANALYSIS
MARINE HYDROGRAPHIC AND LAND SURVEYS
BOUNDARY SURVEYS AND MAPPING SERVICE

r-3ge 1 of 3
Prcparcd by.
John W. Icing, Jr.,
Attorney at Law
310 Craven Street
New BenL NC 28560
Without Title Examination
Parcel No. 2 -004 -110
Revenue Stamps $ $'
NORTH CAROLINA
CRAVEN COUNTY
Image ID: 000001822285 'type: CRP
Recorded: 06 /ti /2010 at 12:87 :57 P1
Fee Amt: $25.00 Page 1 of 3
Revenue Tax: 50.00
Workflow# 0000026490 -9002
Craven, =
Sherri S. Richard Register of Deeds
SPECIAL WARRANTY DEED
THIS SPECIAL WARRANTY DEED, dated the 31 st day of March, 2010, is made by and
between iHarborside 17 partners, LLC, a Florida limited liability company, (herein called the
"Grantor ") whose address is 2404 N. Rio Grande Avenue, Orlando, FL 32804; and Harborside
:Mortgage Lender, LLC, a Florida limited liability company, (herein called the "Grantee ") whose
address is 24 South River Street, Wilkes- Barre, PA 18702.
The tarns "Grantor" and "Grantee" as used herein shall mean and include the parties
indicated, whether one or more, and their heirs, legal representatives, successors and assigns, and
shall include singular, plural, maseWine, feminine or neuter as required by the context.
WITNESSETH:
That Grantor, for a valuable consideration paid by Grantee, the receipt of which is hereby
acknowlcdgod, has and by these presents does grant, bargain, sell and convey unto Grantee in fec
simple, the following descrihed real property; to wit:
All that that certain tract or parcel of land lying and being situate in
Number 2 Township, Craven County, in the Town of Bridgeton,
North Carolina and being more particularly described as follows:
Beginning at a point located in the western right of way line of "A"
Street, which point is located south 31° 36' 48" East 4059.55 feet
from NCGS Monument "West Pine 1981' ; then from said point of
beginning, along with the western right -of -way line of "A" Street

r' -ige'2 of 3,
South 39° 08' 47" East 150.03 feet to a point in the western right -of-
way line of "A" Street; thence leaving the western right -of -way line
of "A" Street, South 500 51' 13" West 409.40 feet to the mean high
water mark ofthe Meuse River; thence along and with the mean high
water mark of the Neuse River to a point in the mean high water mark
of the Neuse River lying the following two (2) courses and distances
from the immediately preceding point: North 29° 08' 26" West
101.57 feet; and North 21° 35' 21" West 52.72 feet; thence leaving
the mean high water mark of the Ncusc River, ?titorth 50° 53' 32" East
24.39 feet to an existing iron rod; thence North 50° 53' 32" East
351.46 feet to a point in the western right -of -way line of "A" Street,
the point of beginning.
TOGETHER WITH all right, title, and interest ofthe Grantor to all of
the property lying between the mean high water mark of the Neuse
River and the western wall of the concrete bulkhead form point "B"
as the same is shown and depicted on the survey dated July 31, 2006,
entitled "Survey for Harborside 17 Partners, LLC, Carluccio
Property," prepared by Mayor and Associates, P.A., to the
northwestern corner of the property herein conveyed.
Together with all privileges and appurtenances thereunto belonging
including, but not limited to, all riparian and littoral rights.
The aforesaid survey is incorporated herein by refcrcnce for a more
accurate description of the property herein described and conveyed.
The property hereinabove described was acquired by Grantor by deed
recorded in Book 2533, Page 714, Craven County Registry.
Ike property herein conveyed elves not include theprimary+ esidence
of a Grantor.
CL
U
1 10 [V
X.
�N�`-.0
co
g 6
TO HAVE AND TO HOLD the aforesaid real property and all privileges and appurtenances
thereunto belonging to Grantcc in fec simple.
And Grantor covenants with Grantee that Grantor has not placed nor suffered to be placed
any presently existing lira or encumbrance on said premises and that Grantor will warrant and
defend the title to the same against the lawful claims of all peons claiming by, through or on
account of Grantor, but no further.

page 3 of 3
IN WITNESS WHEREOF, Grantor has caused this instrument to be executed in such form as
to be binding, this the day and year first above written.
Harborside 17 Partners, LLC
By: Jupiter USA, Florida corporation, its
Manager
By:
Russell L. Mffis, P esident
State of Florida
Orange County
1, Susan J. Nelson, a Notary Public of Change County, Florida, certify that on this date before me
personally appeared Russell L. Mffls as President of Jupiter USA, Inc., a Florida corporation,
Manager of Harborside 17 Partners, LLC, _Zperstmally known to me or wbo produced
satisfactory evidence of identification and voluntarily signed the foregoing or attached instrument fbr
the purposes therein stated and in the capacity indicated.
Witness my hand and official stamp or seal this 3�1 day of G 2010.
�'�k1SSfoAktI0878�3
TA Q ^67..C/M1ij{Mw.,a.�
Notary Public
my Commission xpires:
Notary seal or stamp must appear witbin this box.
3
MISNOMER
Imane QQID; ((6�'0o001822293 0 p3: GRP
Pilot

Alicia Purfoy
From: US — Postal _ Service @usps.com
Sent: Monday, January 27, 2014 12 55 PM
To: alicia @robertmchilespe.com
Subject: USPS Shipment Info for 70092820000142229321
This is a post -only message. Please do not respond.
Alicia Purifoy has requested that you receive a Track & Confirm update, as shown below.
Track & Confirm e-mail update information provided by the U.S. Postal Service.
Label Number: 70092820000142229321
Service Type: Certified MailTM
Shipment Activity
Moved, Left no Address
Out for Delivery
Sorting Complete
Arrival at Unit
Depart USPS Sort Facility
Processed through USPS Sort Facility
Depart USPS Sort Facility
Processed through USPS Sort Facility
Reminder: Track & Confirm by email
Date of email request: January 21, 2014
Location
WILKES BARRE, PA 18701
WILKES BARRE, PA 18701
WILKES BARRE, PA 18701
WILKES BARRE, PA 18701
LEHIGH VALLEY, PA 18002
LEHIGH VALLEY, PA 18002
FAYETTEVILLE, NC 28302
FAYETTEVILLE, NC 28302
Date & Time
January 27, 2014 11:30 am
January 18, 2014 9:13 am
January 18, 2014 9:03 am
January 18, 2014 8:26 am
January 18, 2014
January 18, 2014 3:32 am
January 17, 2014
January 16, 2014 11:59 pm
Future activity will continue to be emailed for up to 2 weeks from the Date of Request shown above. If you need to initiate
the Track & Confirm by email process again at the end of the 2 weeks, please do so at the USPS Track & Confirm web
site at http / /www usps.com /shipping /trackandconfirm.htm
ru
U.S. Postal Service,
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Craven Maps Page 1
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HARBORSIDE MORTGAGE LENDER LLC
Mailing Address: 24 S RIVER ST
WILKES BARRE, PA 18702
6, 7 & 8 BRIDGETON
Deed Book Page: 2910 0012
Calculated
Acreage:
Deed Recording
Date (m d y):
Recorded
Survey:
Life Estate Deed
Book & Page:
Estate File (Will)
Year -E- Folder:
Tax Exempt
(YES /NO):
City Name: BRIDGETON Fire Tax District:
Drainage Lot Description:
District:
1.35
511 2010_
No
VACANT -
Special District: Land Use: RESIDENTIAL
TRACT
Craven County does NOT warrant the information shown on this page and
should be used ONLY for tax assessment purposes 1/27/2014
t t
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1 inch = 238 feet
Craven County does NOT warrant the information shown on this page and should be used ONLY for tax assessment purposes.
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417 -A BROAD ST
P O BOX 3496
NEW BERN, NORTH CAROLINA 28564 -3496
ROBERT M. CHILES, P.E. f
ENGINEERS, CONSULTANTS
&
MARINE SURVEYORS
January 14, 2014
Certified Mail Receipt No. 7009 2820 0001 4222 9338
Mr. Reed Smith, PE
NC DOT District Engineer
209 South Glenburnie Rd.
New Bern, NC 28560
Re: CAMA Major Permit Application Notification
BUSINESS 252 - 637 -4702
FAX* 252- 637 -3100
[e-mail]
mikerice @robertmchileSDe.com
Enclosure: (1) Copy of Division of Coastal Management Forms MP I, MP2, MP3, and MP4, with
drawings CAMA Permit Application, Bridgeton Boatworks, for Bridgeton Marine,
LLC, depicting a relocated travel lift, new boat ramp and docks, prepared by
Robert M. Chiles, P.E.
Dear Mr. Smith:
On behalf of our client, Bridgeton Marine, LLC, we provide enclosure (1) for your review and
comment. Bridgeton Marine is applying for a CAMA Major permit to relo6dte and extend an exiting
travel lift, and construct a new boat ramp and docks at their property located at 103 D Street, Bridgeton,
NC, on the Neuse River. The proposed construction is described and-depicted in the enclosed
documents.
We are sending this to your attention because our client's property- reaLhes the Neuse River
adjacent to where the previous Neuse River Bridge and alignments of NC HWY`55 and US HWY 17
reached the Neuse River. Assuming NCDOT still maintains control of that property, that makes NCDOT an
adjacent riparian property owner to our client's property. In compliance with the Division of Coastal
Management (DCM) application process, we are required to notify adjacenf riparian property owners of
the proposed project and inform them that they have 30 days from receipt of this notification to provide
comments.
If they have any objections, please have ther> send-written comments to Mr. David Moye at the
North Carolina Division of Environment and Natural Resources,(NCDENR), Division of Coastal
Management (DCM), Washington Regional Office;;943 Washington Square Mall, Washington, NC 27889.
Indicate clearly that the comments regard the Bridgeton Boatworks project. No comments from them
within 30 days of receipt of this notice is interpreted to indicate that they have no objection to the
proposed project.
Should you or your client have any questions, contact either Mr. Moye at (252) 946 -6481, or our
office at (252) 637 -4702.
Very truly yours,
ROBERT M. CHILES, P.E.
��44,� /-J L.,t.-
Michael L. Rice, P.E.
MECHANICAL, CIVIL, AND MARINE ENGINEERING
COMMERCIAL, INDUSTRIAL, MARINE. AND RAILROAD FACILITIES DESIGN
FORENSIC ENGINEERING AND FAILURE ANALYSIS
MARINE HYDROGRAPHIC AND LAND SURVEYS
BOUNDARY SURVEYS AND MAPPING SERVICE

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Delivery Signature and Address
Tracking Number. 7009 2820 0001 4222 9338
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January 21 2014
Select Search Type Quick Search Submit I U.S. Postal
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° TOWNSHIP No 2 CRAVEN COUNTY NORTH CAROLINA
'e ", RT° : �`; >� DATE 14= 20,E -- ROBERT M. CHILES, P.E.
JOB NO _20 3131 ENGINEERS AND CONSUL TANTS
TO HAVELOCK SCALE __ NONE - -_- NEW BERN, NORTH CAROLINA
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° TOWNSHIP No 2 CRAVEN COUNTY NORTH CAROLINA
'e ", RT° : �`; >� DATE 14= 20,E -- ROBERT M. CHILES, P.E.
JOB NO _20 3131 ENGINEERS AND CONSUL TANTS
TO HAVELOCK SCALE __ NONE - -_- NEW BERN, NORTH CAROLINA

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TOWNSHIP No 2 CRAVEN COUNTY NORTH CAROLINA
DATE >>= ,3 =?0,3 _ ROBERT M. CHILES, P.E.
JOB NO. _2013131 ENGINEERS AND CONSULTANTS
SCALE __1_=400 NEW BERN, NORTH CAROLINA

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MAP INFORMATION WAS FURNISHED BY A SURVEY MAP BY ATLANTIC SURVEY &
DESIGN, PA TITLED "RESURVEY OF 1 230 & 1 001 ACRE PARCELS, 103 D STREET
& 101 A STREET - BRIDGETON, DATED JUNE 4. 2013
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DATE' > > =,3 =2013 _ ROBERT M. CHILES, P.E.
JOB N0. _2013131 ENGINEERS AND CONSULTANTS
SCALE' __1 = 50' ___ NEW BERN, NORTH CAROLINA

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INE�?:= ��,�' DATE: >> =i3 =2013 - ROBERT M. CHILES, P.E.
M. cy JOB NO. _201_3131 -- ENGINEERS AND CONSULTANTS
SCALE- 3 8_ = 1 0' NEW BERN, NORTH CAROLINA
l_" _______
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M. cy JOB NO. _201_3131 -- ENGINEERS AND CONSULTANTS
SCALE- 3 8_ = 1 0' NEW BERN, NORTH CAROLINA
l_" _______