20071168 Ver 1_CAMA Renewal Request_20200103

From:
To:
Bodnar, Grego
Wevchert, Curtis R; Dunn, Maria T.;"raleigh.w.blandCabusace.army.mil"; Jenkins. Shannon; Gunton, Sharon;
Scarbraugh, Anthony; Montalvo, Sheri A; Thorpe, Roger; Love-Adrick, Rachel A; SchellvWbnewbernnc.aov
Cc:
Howell. Jonathan; Brownlow, Rov; Connell. Brad
Subject:
CAMA Renewal Circulation for River Front Investors #106-06
Date:
Friday, January 3, 2020 8:47:50 AM
Attachments:
reguest.pdf
express documents.pdf
express permit.pdf
maior mod docs.pdf
major mod permit.pdf
Renewal memo to agencies #106-06.docx
106-06 major mod workplans001.PDF
image001.pnng
Hello all,
Please refer to the above attachment(s) for materials associated with a renewal request for
an active CAMA permit.
In this case the issue in question is the marina that was issued under a major modification.
The original express permit was to develop the uplands and has not been included as part of
the attachments due to the file size of the oversized workplans, though the express
application is provided above. If you require the express workplans to complete your review
please let me know. The marina was destroyed during Hurricane Florence and an
emergency permit to rebuild was not secured. Due to this determination, the active permit
cannot be renewed under CRC rule, but the rule does allow for circulation of the request to
resource agencies to provide comment to any changes in circumstances or site
conditions, or changes in your agency's rules or development standards that warrant
a new application and CAMA major permit review.
Therefore, DCM is requesting that your agency review the above materials to determine if
site conditions or circumstances, or agency rules would prohibit DCM from issuing a renewal
of the CAMA permit. Please provide comment within 21 days of receipt of this email to any
changes in site conditions or rules that would prohibit DCM from issuing a permit renewal. If
no reply is provided within 21 days of receipt, then DCM will assume that your agency
intends a NO COMMENT.
**** Workplan page 2 to follow in second email****
Thank you for your time in this matter, if you have any questions about this process or its
intention please give me a call at the contact information below.
Gregg

D,iw�w;:;.E
Gregg Bodnar
!Assistant Major Permits Coordinator
Division of Coastal. Management
Department eF EnvirOnrnentaI Quality
252 808 2808 ex# 215 (Off ice)
Grez&.A3 dnar ntdenr L v
Ernuli carrespondence to Qrrd}ram this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.

NORTH CAROLINA
Environmental Qualitv
January 3, 2020
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)
gregg.bodnar .ncdenr.gov
SUBJECT: CAMA Maior Permit Renewal Review
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
BRAXTON DAVIS
Director, Division oJCoastal
Management
Applicant: River Front Investors LLC. Permit No: 106-06
Project Location: 100 Block of Howell Road, in New Bern
DCM has determined that no substantial development has occurred since the last permit action, therefore, this
project does not qualify for a renewal under CRC rule 15A NCAC 07J.0404(b). However, subsection (c) allows
the Division of Coastal Management to circulate the request to the state agencies to determine if any changes
in circumstances or in development standards warrant a new application and CAMA major permit
review. DCM is not aware of any proposed changes to the previously authorized project.
Please indicate below your agency's position or viewpoint on the proposed renewal request and return this
form to Grep_p Bodnar at the address above by January 24, 2020. If you have any questions regarding the
proposed project, contact Brad Connell at [phone]. When appropriate, in-depth comments with
supporting data is requested.
REPLY: This agency has no objection to the renewal request as proposed.
**Additional comments may be attached**
PRINT NAME
AGENCY
SIGNATURE
DATE
This agency has determined that circumstances or development standards have
changed and warrant a new CAMA major permit application review. See attached.
State of North Carolina I Environmental Quality I Coastal Management
400 Commerce Ave. Morehead City, NC 28557 [phone]

R O B E R T
417-A BROAD ST.
CHILES
P.O. BOX 3496
NEW BERN, NC 28564-3496
ENGINEERING
PH: 252-637-4702
FX: 252-637-3100
ENGINEERS • CONSULTANTS • MARINE SURVEYORS
NC BELS FIRM F-1392
www.chilesengineering.com
4 December 2019 CERTIFIED MAIL ELECTRONIC R/R NO. 7018 2290 0000 7583 8662
Mr. Brad Connell
Field Officer
NCDEQ DCM
400 Commerce Avenue
Morehead City, NC 28557
Re: CRC Permit No. 106-06 For Bridge Point Development, LLC
Enclosures: (1) RCE Check No. 1484 in the amount of $100, payable to NCDEQ DCM
(2) Executed Authorized Agent Memorandum
Dear Mr. Connell:
We are providing this request for a permit renewal/extension and fee on behalf of our client,
Bridge Pointe Development, LLC for your review and approval. The current permit expires on
December 31, 2019.
CRC Major Development Permit No. 106-06 was issued for upland development associated with
redevelopment of the landward portion of the project site, to include construction of a new
harbor master building, bulkhead replacement, etc. on July 27, 2006. The permit was modified
and reissued on February 29, 2008 to include repairs to existing marina structures and construction
of new docking facilities and reissued on December 1, 2017 for construction on expansion of the
marina docks to the south.
The existing marina. structures have been damaged by Hurricane Florence and are awaiting a
contractor to rebuild. The walkway with bridge structure to connect the bulkhead walkway with
the sidewalk that crosses the Trent River Bridge into downtown New Bern has been constructed.
Construction on expanded marina docks to the south is pending repair work on the existing
structures. In order to continue the permitted work, we request that a renewal/extension be
granted for the permit.
If you require additional information or have any questions, please do not hesitate to call or email
me at [e-mail].
Best Regards,
ROBERT CHILES ENGINEERING
Robert "Pete" Chiles, P.E.
PC/bdf
cc: Joe Thomas, Bridge Point Development
FILE: 2019/2005 210C
2005 210C BC CAMA 106-06 2019 Renewal Itr.docx
CIVIL, MARINE, AND MECHANICAL ENGINEERING MARINE HYDROGRAPHIC AND LAND SURVEYS
COMMERCIAL, INDUSTRIAL, MARINE AND RAILROAD FACILITIES DESIGN BOUNDARY SURVEYS AND MAPPING SERVICE
FORENSIC ENGINEERING AND FAILURE ANALYSIS MARINE CONSULTING & NAVAL ARCHITECTURE

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
Express Permit Review Program
1. APPLICANT'S NAME: Bridge Pointe Development, LLC
2. LOCATION OF PROJECT SITE: On US 17 Business and Howell Road, on the Trent River within the
City of New Bern in Craven County, North Carolina
Photo Index - 2000: 71-830; A-10,11,12,13, B--10,11,12,13, C-11,12,13, D-12,13, E-13,14, 72-
841; W-7, 8, X-6,7,8,9 1995: 70-777; H-17:,°18, I-14,15,16,17,18, J-14,15,16,17, K-14,15,16,
L-15,16
State Plane Coordinates - X: 2,587,200 Y:. 496,600 GPS Rover File # U041712A
New Bern Quad. (upper fight-. corner)
3. INVESTIGATION TYPE: CAMA & D/F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 04/17/06
Was Applicant Present - No
5. PROCESSING PROCEDURE: Application Received - 19 May 2006
Office - Washington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Craven County
Land Classification From LUP - Developed (land), Conservation (water, wetlands)
(B) AEC(s) Involved: EW,PTA,CS
(C) Water Dependent: YES
(D) Intended Use: Commercial - Constructed to enhance the sale of the property
(E) Wastewater Treatment: Existing Municipal Sewage with the City of New Bern
Planned - Same
(F) Type of Structures: Existing - Hotel, pool, .parking lots, bulkhead/retaining wall, and
marina
Planned - Condominiums, hotel, marina office, bulkhead/retaining wall,
2 pools, and parking lots
(G) Estimated Annual Rate of Erosion: None
(H) Source - Applicant
7. HABITAT DESCRIPTION:
[AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands
.± 960 ft2
404 wetlands
shaded
(B) Non -Vegetated Wetlands
±516 ft2
River bottom
bulkhead
(C) Other
±715,255.2 ft2
Highground
(D) Total Area Disturbed: ±16.45 acre (±716,731.2 sq. ft.)
(E) Primary Nursery Area: NO
(F) Water Classification: SB-Sw-NSW Open:, NO
8. PROJECT SUMMARY: The applicant proposes to construct three residential condominium buildings,
a hotel, 2 pools, a marina office, replace bulkhead and retaining wall, construct waterfront
sidewalks, and parking areas.

Bridge Pointe
Bridge Pointe Redevelopment, LLC
Craven County
Express Permit Review Program
Page Two
Project description
The applicant proposes to redevelop the ±16.42 acre tract by removing the existing
hotel complex and build three separate multi -story condominium buildings with a total of
±307 units. Building one will be constructed on the peninsula and building two will be
constructed immediately south of the first building. The third and final condominium will be
constructed on the site of the current hotel and will have a multi -level parking garage in the
center of the structure. A new marina office is also proposed as well as a new swimming
pool located on the waterward side of the third building. Paved parking is proposed around
all three buildings. A new hotel and pool will be constructed at the southern most end of the
site and will have associated paved parking lots.
The existing ±556, retaining wall will be replaced in the same alignment and the
height will be raised in some areas. As proposed, the ±258, of wooden bulkhead will be
replaced 2' waterward of the existing bulkhead in the same alignment and will connect into
the retaining wall.
A ±6' wide concrete sidewalk is proposed along the waterfront adjacent the
landward side of the bulkhead and/or retaining walla The proposed sidewalk at the
waterward end of the peninsula will be ±25' wide. A new retaining wall is proposed at the
landward side of the sidewalk on the peninsula at building number one as well as in front of
building number three to retain the additional fill needed to raise the ground elevation of the
building site to 10' above the NWL. A t110' section of the proposed sidewalk will be
constructed over the 404 wetlands and the applicant proposes to install a slatted walk in
this area and elevate it a minimum of 3' over the wetland substrate. Two of the three
existing marina access wooden walkways will be replaced and repositioned slightly. The
new access wooden walkways will be elevated a minimum of 3' over the wetland substrate.
As proposed, the new pool will be constructed immediately landward of the retaining
wall at building number three. A round pool is proposed with a concrete apron. The apron
around the pool will tie into the proposed sidewalk resulting in two cantilevered areas over
the 404 wetlands. These concrete cantilevered areas are ±300 ft2 of shaded impact and
will be constructed >3' above the wetland substrate.
The total amount.of impervious surface existing within the 75' Estuarine Shoreline
has been calculated at ±102,937.5 ft2 or ±71 %. The project as proposed will reduce the
impervious impact in the 75' Estuarine.Shoreline to ±74,115 ft2 or 54%.

. v
Form DCM-MP-1
APPLICA ION,
(To be completed by all applicants)
b. Ci , town community or landmark
1. APPLICANT
c.
' Street address or secondary road number
.
a. Landowner.
_
�i�ic rJ��iaP•nE�u'r ��
d.
Is proposed work within city Iimits or planning
Nuic �nC06,
jurisdiction? X--- Yes No
Address 1 3'�%E�/3"2n`cC �A
e.
Name of body of water nearest Project (e.g. river,
3 expj �J L
creek, sound, bay) --I—
� �►?' K, vE�
City—Jew State
Zip Day Phone(Z6 7 ) 07 Mr
3.
DESCRIPTION AND PLANNED USE
Fax
OF PROPOSED PROJECT
b. Authorized Agent:
Name �c����-i L� 5
a.
List all development activities you propose (e.g.
building a home, motel, marina, bulkhead, pier, and
�� g �� 3 % (4
ling activities.
excavation and/orP-11^lo W4NIv '►�J
Address
5 '5 !Zv uru,(-s r2c S�QE ArJA,). G�
MAti+J►4 cfFt cE . / �Z LD S t d QA4D/aU�
City d LdQ� State
��,�,� ABC LI CPNM ENTjr0 '
Zip Z�� Day Phone C3" ` ? 0 Z
b.
Is the proposed activity maintenance of an existing
project, new work, or both? `3BdMlt-
Fax (eS0 4237 ,31 0 0
bo1 � rp11CX-t-r►� c,� %1es e ;S-ra
C.
Will the project be for public, private or commercial
�lZ� uq- T%
c. Project name (if any} `� oc�� ���^+"
fie?
awn morel
d.
Give a. brief description of purpose, use, methods of
construction and daily operations of proposed.
project. If more space is needed, please attach
NOTE.- Pe"idt will be isswd in rww ofkwubwnerft), and/or
additional pages.
Project Hama.
G0r45M0c.T foN v✓ GW*073_5 CAn^MOn1 7-0
.17-e GR/kPtNy , Pltx -I-) U17?1-1 %ICS
(NsrAL1 4noW; oPA5Tu aluAt o F_ �lc�Cl:�
2. LOCATION OF PROPOSED
At1� s E4- r4u L 5-7-6A 13utL.atAL615 Srn4G
JEfo
PRO CT
�nA�P�yES &L/drn em ,4,� LAB DS c�4P1n1 y
a. County
Revised 03/95

Form DCM-MP-1
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract
to.`fz-
b. Size of individual lot(s) J'I A-
c. Approximate elevation of tract above MHW or
d. Soil type(s) and texture(s) of tract
$ o r1-s 4ep00-r P-0 ti L),4r>EIt-Yr/l4
e. Vegetation on tract NXW IM A-4- LA XJD s C_4R n1
f Man-made features now on tract 3,v o4e P we 't
g. What is the CAMA Land Use Plan land
classification of the site? (consult the local land use plan.)
Conservation Transitional
X Developed Community
Rural Other
h. How is the tract zoned by local government?
.titrXcn USLr C0A4nitG#tC1Arf_ G-3
i. Is the proposed project consistent with the applicable
zoning? X Yes No
(Attach toning compliance certi; ficatc, if applicable)
j.
Has a professional
done for the tract?
If yes, by whom?.
archaeological assessment been
Yes _ X No
k. Is the project located in a National Registered
Historic District or does it involve a National
Register listed or eligible property?
Yes ^ No
1. Are there wetlands on the site? %< Yes _--_ No
Coastal (marsh) y_ Other
If yes, has a delineation been conducted?
(Attach docunm ation, if available)
m. Describe existing wastewater treatment facilities.
ir1 v n►1 c.,,PA-1, JA1A s_0r_L*JATLrR__ i'�2�' c-m r
n. Describe location and type of discharges to waters
of the state. (For example, surface runoff, sanitary
wastewater, industrial/commercial effluent, "wash
down" and residential discharges.)
5 v2fC� Qv nI o FF
o. Describe existing drinking water supply source.
03tJ L WATG AL— 5
S. ADDITIONAL INFORMATION
In addition to the completed application form, the
following items must be submitted:
• A copy of the deed (with state application only) or
other instrument under which the applicant claims title
to the affected properties. If the applicant is not
claiming to be the owner of said property, then
forward a copy of the deed or other instrument under
which the owner claims title, plus written permission
from the owner to carry out the project.
• An accurate, dated work plat (including plan view
and cross -sectional drawings) drawn to scale in black
ink on an 8 1 /2" by 11 " white paper. (Refer to
Coastal Resources Commission Rule 7J.0203 for a
detailed description.)
Please note that original drawings are preferred and
only high quality copies will be accepted. Blue -line
prints or other larger plats are acceptable only if an
adequate number of quality copies are provided by
applicant. (Contact the U.S. Army Corps of
Engineers regarding that agency's use 'of larger
drawings.) A site or location map is a part of.plat
requirements and it must be sufficiently detailed to
guide agency personnel unfamiliar with the area to the

m
Form DCM-MP-1
site. Include highway or secondary road (SR)
numbers, Iandmarks, and the like.
• A Stormwater Certification, if one is necessary.
• 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. Upon signing this form, the applicant
further certifies that such notice has been provided.
Name /J of
Address Zo9 Sa Gic.agv,c�rt Zp
Phone Ns LJ 6e-a.i tJ c Ze5 60 - Z7g1
Name /J S AR,
Address 1 -75 SPgAN61 Sr SW
Phone }�'L�' T A. C7Pr 3b103
Name
Address
Phone
f4 C-
2804 thcN&AMA Siva SyiTe /Qc>
9N1-C?cv# A/C" Z?loo`i—lugD
• A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
0NC—
• A check for $250 made payable to the Department of
Environment, Health, and Natural Resources
(DEHNR) to cover the costs of processing the
application.
• A signed AEC hazard notice for projects in
oceanfront and inlet areas.
• A statement of compliance with the N.C.
Environmental Policy Act (N.C.G.S. 113A - 1 to
10) If the project involves the expenditure of public
funds or use of public lands, attach a statement
documenting compliance with the North Carolina
Environmental Policy Act.
6. CERTIFICATION AND PERMISSION
TO ENTER ON LAND
I understand that any permit issued in response to this
application will allow only the development described in
the application. The project will be subject to conditions
and restrictions contained in the permit.
I certify that to the best of my knowledge, the proposed
activity complies with the State of North Carolina's
approved Coastal Management Program and will be
conducted in a manner consistent with such program.
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.
This is the day of A .
Print Name r c 'L 3 Pe 4f
�va�,�P M C1hc:�5 PLC
Signature 4
Lawdowner or Authorized Agent
Please indicate attachments pertaining to your proposed
project.
DCM MP-2
Excavation and Fill Information
`✓ DCM MP-3
Upland Development
DCM MP4
Structures Information
DCM MP-5
Bridges and Culverts
DCM MP-6
Marina Development
NOTE: Please sign and date each attachment in the
space provided at the bottom of each form.

�ry
Form DCM-MP-2
EXCAVATION
AND -FILL
(Except 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.
Describe below the purpose of proposed excavation or
fill activities. All values to be given in feet.
Access
channel
(MLW) or (NWL)
Canal
Boat
basin
Boat
ramp
Rock
groin
Rock
breakwater
Other
(Excluding
shoreline
stabilization)
.Average Final
Eiting Project
Length Width Depth Depth
MEMO
1. E%CAVATION N III
a. Amount of material to be excavated from below
MHW or NWL in cubic yards
b. Type of material to be excavated
c. Does the area to be excavated include coastal
wetlands (marsh), submerged aquatic vegetation
(SAVs) or other wetlands? Yes No
d. Highground excavation in cubic yards
2. DISPOSAL OF EXCAVATED
MATERIAL µ l{}
a. Location of disposal area
b. Dimensions of disposal area
c. Do you claim title to disposal area?
Yes No
If no, attach. a letter granting permission from the
Revised 03/95

Form DCM-MP-2
e. Does the disposal area include any coastal wetlands
(marsh), SAVs or other wetlands?
Yes No
f. Does the disposal include any area in the water?
Yes No
3. SHORELINE STABILIZATION
a. Type of shoreline stabilization
r Bulkhead Riprap '
r
b. Length
5�6 'lZe�r4t N tN �� WAS 26 fL-Ac ;M►1
c. Avera a distance waterward of MHW or NWL
2 rT (h"\'\-\'a Q'w
d. Maximum distance waterward of MHW or NWL
e. Shoreline erosion during preceding 12 months
(Source of information)
f. Type of bulkhead or '
�t<cs wt'H C1�P + ntA��u�L nty; Yc:T
g. Amount of fill in cubic yards to be placed below
water level
(1) Riprap
(2) Bulkhead backfill �VOJ4
"
Z %NJO x 1'dQep T.258, I
h. Type of fill material ` "Ar "
i. Source of fill material OFF S ITE -3 uZt0 �
71,Lo7E cT st?W
4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization)
a. Will fill material be brought to site?
Yes No
If yes,
(1) Amount of material to be placed in the
water '
(2) Dimensions of fill area
(3) Purpose of fill
Will fill material be placed in
(marsh), SAVs or other wetlands?
Yes No
If yes,
(1) Dimensions of fill area _
(2) Purpose of fill
5. GENERAL
coastal wetlands
a. How will excavated or fill material be kept on site
and erosion controlled? Sr�ntmr-Nr' Fc=Net';,
Sit-L w si-QP4_ &AAyiNck,
,BU 1 ktl�
b. What type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic
dredge)?
c ?zorEr-T : C/r.At. WAM-�4s,
7�r►oP -rxv c.KS, a 0A-L P4ZC45, Vic.
c. Will wetlands be crassed in transporting equipment
to project site? Yes X_ No
If yes, explain steps that will be taken to lessen
environmental impacts.
pticant or Project Name
S*Wture
A44.,, /I
Date
Revised 03/95

Form DCM-MP-3
UPLAND
DEVELOPMENT
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major h.
Permit, Form DCM-MP-1. Be sure to complete all
other sections of the Joint Application that relate to this
proposed project.
a. Type and number of buildings, facilities, units or
structures proposed 5 i3v r LT>,,,a CR� : I tforg'L,
I AiAAINik 0FPIr,L5 _ 3 2051c> Nr//�-L coi.
MIN%uvV�S
b. Number of lots or parcels ,v A
C. Density (give the number of residential units and the
units per acre) 3 02 U4 1 i s
�2� (7aS� D �n1►"� N I I • `'� f�rC 2C � oRs r p t.l
d. Size of area to be graded, filled or disturbed
including roads, ditches, etc.�/-
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.
If applicable, has a sedimentation and erosion
control plan been submitted to the Division of Land
Resources? X 'Yes No
If yes, date submitted _ CoNGux_rzeAJ;-4y w17N
i'l+t S -Pc�- Aj'►N t i A-f PLi cP%Tad >J I
f. List the materials (such as marl, paver stone,
asphalt, or concrete) to be used for paved surfaces.
g. Give the percentage of the tract within 75 feet of
MHW or NWL, or within 575 feet in the case of an
Outstanding Resource Water, to be covered by
impervious and/or built -upon surfaces, such as
pavement, buildings, rooftops, or to be used for
vehicular driveways or parking. 71 "4 6'xisiin/47
l°topo5t-D
Revised 03/95
Projects that require a CAMA Major Development
Permit may also require a Stormwater Certification.
Has a site development plan been submitted to the
Division of Environmental Management for review?
Yes No
If yes, date submitted Ccpr4 W-OuZCA) y uA 1 %h'
?'r► s mac: rt.rh i � ,4�1'P �„! ca4�'7 o nl
Describe proposed method of sewage disposal.
� � �Ec�"t 4 � 'ram rv►t� r�l l c.t pA-t.. U/ 1�5�-`tnl A''�L �Z.
j. Have the facilities described in Item i. above
received state or local approval? &� s
(Attach appropriate documentation)
k. Describe location and type of proposed discharges to
waters of the state (for example, surface runoff,
sanitary wastewater, industrial/commercial effluent,
"wash down" and residential discharges).
6 uP4 FArc Rvnli o -RAP Ss o2�t I.J AFL fL.
_QFPk0 ENT A+_•1^1co v.lq�f F/tAnl i �[>2?01�
_c�A ITS
1. Describe proposed drinking water supply source
(e.g. well, community, public system, etc.)
m. Will water be impounded? Yes No
If es, how man acres? APP*.o 2 k� t s t� -
y y �
vJv^•TtA_ wl eT pcTEr4T/0 N r�ji�StNS�
n.. If the project is a oceanfront developme t, when
was the lot(s) platted and recorded?
';3Kt D6E eolmTe
Date

NARRATIVE
PROJECT DESCRIPTION
This project involves the re -development of a 16.42-acre parcel of land located
along the James City waterfront at the confluence of the Trent and Neuse Rivers,
opposite from downtown New Bern. The existing site contains the Bridge Pointe
Hotel, and is approximately 95% impervious overall. Work associated with the
project includes preparation of the site for construction of 3 residential
condominium buildings, a new marina office, the destruction of the existing hotel
and construction of a new hotel. Modification of the existing stormwater
management system, construction of an additional stormwater management
system, parking and roads will also be performed. The disturbed area created by
the proposed work includes most of the existing 16.42 acres.
SITE DESCRIPTION
The project site is located along the James City waterfront at the confluence of the
Trent and Neuse Rivers, opposite from downtown New Bern. The Division of Coastal
Management Area of Environmental Concern (AEC) at this location measures 75
feet landward from the normal water line of the Trent River, and contains
approximately 3.07 acres of the project site. The project site has approximately
1,830 feet of shoreline and 1,865 feet of existing bulkhead/retaining wall. The
existing configuration includes approximately 1,050 feet of concrete capped,
concrete sheet -pile bulkhead, 258 feet of tongue and groove wooden bulkhead
and 557 feet of tongue and groove wooden retaining wall. (Where there is land on.
one side and water on the other of the wall, we refer to it as a bulkhead, and
where there is land on both sides of the wall, we refer to it as a retaining wall.)
In its existing configuration, the project -site is approximately 90-95% impervious,
primarily due to a compacted gravel surface that is present throughout most of the
site. The site also contains the existing Bridge Pointe Hotel, a marina office building,
and parking areas.
PHASED CONSTRUCTION
Construction of this project is proposed to be divided into three phases.
Understanding the phases requires knowledge of the assumed building numbering
that is as follows; building one is located on the peninsula, building two is located
south of building one, and building three is located where the existing hotel is
currently. The location of these three buildings is within the waterfront portion of the
project site (north of Outback Steakhouse) . The proposed hotel will be located on
the landward portion of the project site (south of Outback Steakhouse).
During phase one, the existing stormwater basin will be modified to the proposed
dimensions, a new outlet structure constructed, the proposed forebay wall
constructed, and the stormwater pipe network for buildings one and two installed.
Construction of buildings one and two will follow, with appropriate site preparation

NARRATIVE (cont'd)
and manipulation. Both proposed driveways and connecting road portions will
also be constructed during this phase to the extent that access to the existing
hotel, the new buildings, and Outback Steakhouse will be established or improved.
Phase two will probably begin with demolition of the existing hotel and associated
improvements, and conclude with the construction of building three. Replacement
of the existing wooden bulkhead/retaining wall will occur during this phase.
Replacement of the existing wooden bulkhead will be performed by installing a
new bulkhead in an alignment no more than two feet waterward of the existing
bulkhead's alignment. Replacement of the existing wooden retaining wall will be
performed by removing the existing and installing a new bulkhead in the same
alignment. In some places, the height of the existing retaining wall structure will be
increased. Replacement or new construction of sidewalks immediately behind the
bulkhead (similar to those already present), new connections to the existing
marina, and other provisions required to provide public access along the bulkhead
will be installed. The stormwater pipe network intended to serve building three will
be installed toward the beginning of this phase.
Construction of the proposed new stormwater basin and associated pipe network
will initiate phase three. Construction of the proposed hotel, attendant parking
and drives will follow.
It is unclear which phase will involve the demolition of the existing dock
master's/marina office or during which phase construction of the proposed dock
master/marina office will occur. It is anticipated that construction of the new office
will precede demolition of the existing office, with construction probably occurring
as a final portion of phase one. Accordingly, demolition of the existing office will
likely occur during the demolition portion of phase two.
Depending upon information that arises during construction, phases two and three
as described above may be reversed. It is also likely that there will be some overlap
of activities within the phases herein described.
Phases one and two construction is primarily located within drainage area one,
and improvement or modification of the existing stormwater system will be
correspond with the proposed construction.
Phase three construction is contained entirely within drainage area two.
Construction of the stormwater system proposed for this drainage area will occur
prior to construction of any impervious surfaces other than roads.
Upon completion of the proposed construction, approximately 54% of the AEC will
be impervious. This represents an approximate 25% reduction in the amount of
impervious surfaces within the AEC from the existing configuration.

i
Permit Class Permit Number
106-06
NEW (Express Permit Program)
STATE OF NORTH CAROLINA��`.`° Y' 5
Department of Environment and Natural Resource
and
Coastal Resources Commission
for
X Major Development in an Area of Environmental Concern
pursuant to NCGS 113A-118
X Excavation and/or filling pursuant to NCGS 113-229
Issued to Bridge Pointe, for Bride Pointe Development, LLC, 1315 S. Glenburnie Rd, New Bern, NC 28561.
'Authorizing development in Craven County on the Trent River, ad' acent US 17 Business and Howell
Road SR 1004 City of New Bern, as requested in the permittee's application dated 05/12/2006, including the
attached work lan drawings 10 two dated 05/12/2006 and eight dated 09/21/2005
This ermit issued on July 27, 2006, is subject to compliance with the application (where consistent with the permit), all
p
applicable regulations, special conditions and notes set forth below. Any violation of these terms may be subject to fines,
1prisonment or civil action; or may cause ine perrrnL w tic liuu allu V VJL%&.
1) Unless specifically altered herein, this permit authorizes the construction of three residential
condominium buildings, a hotel, 2 pools, a marina office, replace bulkhead and retaining wall,
construct waterfront sidewalks, and parking areas, all. as depicted in the attached permit application
and workplan drawings. This permit also authorizes the demolition and removal of the existing
Bridge Pointe Hotel complex and associated grading.
Stormwater Management
2) In order to protect water quality, runoff from the construction shall not visibly increase the amount of
suspended sediments in adjacent waters.
(See attached sheets for Additional Conditions)
r TNT.ATD --A +ha
This permit action may be appealed by the permittee or
other qualified persons within twenty (20) days of the issuing
date. An appeal requires resolution prior to work initiation or
continuance as the case may be.
This permit must be accessible on -site to Department
personnel when the project is inspected for compliance.
Any maintenance work or project modification not covered
hereunder requires further Division approval.
All work must cease when the permit expires on
December 31, 2009
Signed by the authority of the Secretary ui DILI -
Chairman of the Coastal Resources Commission.
S;�o e Charles S. Jones, Director
Division of Coastal Management,
This permit and its conditions are hereby accepted.
In issuing this permit, the State of North Carolina agrees that
your project is consistent with the North Carolina Coastal
Management Program.
Signature of Permitt(

Bridge Pointe Permit # 106-06
Bridge Pointe Development, LLC Page 2 of 3
ADDITIONAL CONDITIONS
3) The Division of Water Quality approval of this project under stormwater management rules of the
Environmental Management Commission was covered by way of Stormwater Permit No. SW7060520,
which was issued on 06/02/2006. Any violation of the permit approved by the DWQ shall be considered
a violation of this CAMA permit.
Sedimentation and Erosion Control
4) Appropriate sedimentation and erosion control devices, measures or structures (e.g. silt fence, diversion
swales or berms, etc.) shall be implemented to ensure that eroded materials do not enter adjacent
wetlands, watercourses and/or properties.
NOTE: The permittee has received a Sedimentation and Erosion Control Plan from the NC Division of
Land Resources (Project No. CRAVE-2006-056). Should the permittee choose to modify/amend
the existing Sedimentation and Erosion Control Permit, he or she should contact the Department
of Environment and Natural Resources; Land Quality Section, at 943 Washington Square Mall,
Washington, NC 27889.
Shoreline Stabilization
5) The proposed alignment of the authorized bulkhead must be staked by the applicant and approved by the
Division of Coastal Management within a maximum of 30 days prior to the start of construction. Failure
to initiate construction within 30 days, or erosion of the shoreline by adverse weather conditions, shall
require the alignment to be restaked and approved by DCM within a maximum of 30 days prior to the
new expected start of construction.
6) The ±25 8' replacement bulkhead section in the area identified as cross section 3 C on the attached work
plats shall not extend waterward more than 2 feet from the normal water level at any point along its
alignment at the time of construction.
7) The ±556' replacement retaining wall shall be located in the same alignment as the existing retaining
wall
8) The bulkhead and retaining walls shall be structurally tight so as to prevent seepage of backfill materials
through the structure.
9) The bulkhead and retaining walls shall be constructed prior to any backfilling activities. Sectional
construction shall be allowed providing each section is closed off prior to backfilling activity.
10) The fill material shall be clean and free of any pollutants except in trace quantities.
11) All backfill material shall be obtained from a high ground source and confined behind. the permitted
bulkhead and retaining walls.

Bridge Pointe Permit # 106-06
Bridge Pointe Development, LLC Page 3 of 3
ADDITIONAL CONDITIONS
General
12) The permittee understands and agrees that, if future operations by the United States requires the
removal, relocation, or other alteration of the structure or work authorized by this permit, or if in .the
opinion of the Secretary of the Army or his authorized representative, said structure or work shall cause
unreasonable obstruction to free navigation of the navigable waters, the permittee will be required, upon
due notice from the Corps of Engineers, to remove relocate or alter the structural work or obstructions
caused thereby, without expense to the United States or the state of North Carolina. No claim shall be
made against the United States or the state of North Carolina on account of any such removal or
alteration.
13) Any development or land disturbing activity that is considered non -water dependent is not authorized
within 50 feet of the normal water level or landward edge of Coastal Wetlands unless specifically
exempted by Environmental Management Commission (EMC) Neuse River buffer regulations in
place at the time of such development.
14) The N.C. Division of Water Quality is currently reviewing the permit application to determine if the
project is in compliance with North Carolina's Water Quality Certification Program and has assigned it
Project # 20060829. The permittee must receive a Water Quality Certification from DWQ prior to the
initiation of any construction activities
NOTE:' The permittee and/or his/her contractor is urged to meet with a representative of the Division
prior to project initiation.
NOTE: This permit does not eliminate the need to obtain any additional state, federal or local permits,
approvals or authorizations that may be required.
NOTE: The U.S. Army Corps ofEngineers has assigned.the proposed project ORM ID: SAW-2006-
32643-125 and authorized the development via USACE Regional General Permits 197800056
and197800080.
NOTE: It is strongly recommended that the permittee exercise all available precautions in the day-to-day
operation of the facility to prevent facility waste from entering the adjacent waters. Such
discharge, either directly or indirectly, to adjacent waters could contravene state water quality
standards, thereby violating state law.
NOTE: The applicant should contact the City of New Bern Water Department to secure water service
agreements and to verify the location of existing water lines and meters prior to demolition and
site work.
NOTE: The plans and specifications ecifications for the new water service must be prepared by a professional
p
engineer registered to practice in North Carolina, and submitted for approval by the Plan Review
Unit of the Division of Environmental Health, Public Water Supply Section.

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Riverfront Investors, LLC
2. LOCATION OF PROJECT SITE: 100 Block of Howell Road, adjacent to the Trent
River Bridge in the Trent River, New Bern, Craven County
Photo Index - 2006: 72-6288 grid(B-16/17/18/19)(C-16/17/18/19)(D-18/19) 2000: 72-
841 grid (V-5/6/7/8)(W-5/6/7)(X-6)1995: 72-804 grid (U- I 1/12)(V-
11/12/13/14)(W-11/12/13/14)
State Plane Coordinates - X: 2586679.679 Y: 496781.534 Rover # L061816A
LAT 35005'56.65980 LON 77002' 18.26704
3. INVESTIGATION TYPE: CAMA/D & F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit — 4/13/07
Was Applicant Present —No
5. PROCESSING PROCEDURE: Application Received — CC 5/25/07
Office — Morehead City
6. SITE DESCRIPTION:
(A) Local Land Use Plan — City of New Bern
Land Classification From LUP — Community/Conservation
(B) AEC(s) Involved: Public Trust Area, Estuarine Water, Estuarine Shoreline
(C) Water Dependent: Yes
(D) Intended Use: Commercial
(E) Wastewater Treatment: Existing — City Sewer
(F) Type of Structures: Existing —138 Slip Marina
Planned - Additional 34 Slips
(G) Estimated Annual Rate of Erosion: N/A
Source — N/A
7. HABITAT DESCRIPTION:
'nR F.TIalm FTT ,T ,FT) OTHER
(A) Shallow Bottom
600 cu. yds.
13,500 sq. ft.
N/A
N/A
(B) Open Water
N/A
N/A
14,880 ft2 Incorp.
4798 ft2 shaded
(D) Total Area Disturbed: 28,380 ft2
(E) Primary Nursery Area: No
(F) Water Classification: SB-NSW Open: No
8. PROJECT SUMMARY: The applicant is proposing to expand an existing 138-slip
marina by 34 slips creating a 172-slip marina, which is an increase of 24.6%. Expansion
will involve the construction of 2 new docking facilities and associated maintenance
dredging.

z
Bridge Pointe Development, LLC
Page 02.
9. Narrative Description:
The Bridge Pointe Marina is located at 1004 Howell Road in New Bern, Craven County. The
project site is found by traveling west on Hwy. 70 towards New Bern, taking the Downtown New
Bern exit, the marina is located on the left hand side of the road, at the bottom of the ramp, at the
confluence of the Trent and Neuse River.
The subject property is three parcels totaling 16.42 acres bordering the Trent River and
averages 3' in elevation above NWL. The water front rights are owned by Riverfront
Investors, LLC. There is currently a hotel, dock masters house, and associated marina
parking on the upland parcels owned by Bridge Pointe Development, LLC. There is a 138
slip marina originating from the property. The elevation of the tract is approximately 3'
above NWL. The high ground consists of yard grass and ornamental landscaping. The Army
Corps of Engineers has claimed a Section 404 Wetlands fringe waterward of the existing
upland retaining wall. This Section 404 Wetland is labeled as "wetland area" on the
associated workplats. At the Normal Water Level are 2 colonies of Black Needle Rush
(Juncus roemerianus). Both areas are approximately 20' x 20'. The waterbody at the subject
property is 1200' across at the narrowist point and 1600' across at the widest point.
The property has a combined shoreline of approximately 1800' and the substrate in the Trent
River at this location consist of sand and silt. The property west of the site is owned by NC
Railroad and the property east of the site is owned by NC DOT. Directly across the Trent
River from the Bridge Pointe Hotel and Marina is the Sheraton Hotel and Marina. Water
depths at the facility vary from 0' below NWL at the head of the inland basin to
approximately 14' below NWL at the end of the existing marina. There is a channel in the
vicinity of the marina that is located approximately 65' from the end of the existing docks at
the closest point. After a site visit and the review of aerial photography, it appears that no
SAV exists in the area.
The Division of Water Quality classifies this area as SB-NSW waters. This area is not a
Primary Nursery Area. This Trent River is closed to the taking of shellfish and no visible
shellfish were observed. The Craven County Land Use Plan dated 1996 classifies this area
Community on the highground and Conservation within the AFC's. The substrate
composition at the project site within the Trent River is silty sand.
10. Project Description:
The applicant is proposing to expand an existing 138-slip marina by 24.6% to a 172-slip
marina. The existing docks will remain in place and in the same configuration. The current
western most dock will be extended landward and accommodate 6 new slips as well as replace
an existing slip. The dimensions of this dock will be .100' x 6' with 4 associated finger piers
measuring 30' x 3.5' . An additional dock will be constructed in the westernmost basin to
accommodate 14 new slips. The dimensions of this dock will be 235' x 8' with 7 associated
finger piers measuring 40' x 4.5' . These two new docking facilities will account for 20 of the
34 slips proposed for expansion. The remaining 14 slips are proposed as side to docking
along the existing bulkhead at the waterward end of the existing peninsula as well as a 70' slip

Bridge Pointe Development, LLC
Page 03
at the head of the western most basin. There will be 46 mooring pilings installed along the
bulkhead and between the new finger piers as part of the boat slips. Additionally, new
gangway and platform are proposed ,at the head of the eastern most basin. This platform will
be constructed at the Normal Water Level and will measure 58' x 11' and will be accessed by
a gangway originating from the bulkhead. The purpose of the platform is loading and
unloading of pedestrians at the water level to access the amenities on the highground.
The two new docking facilities will extend no farther into the waterbody than the existing
piers and will conform to the 1/4 width rule. The new docks are commercial and therefore are
not subject to the 4 square foot rule.
The applicant is proposing to maintenance dredge two areas totaling 600 cubic yards of silty -
sand material. The material will be dredged using a barge -mounted excavator. The first area
is approximately 7500 square feet and water depths at this -locationcrange-from —0' at NWL to
—3 at NWL. The dredging will make a final project depth at this location of —4 NWL and will
total 360 cubic yards of material. The second area to be dredged is located at the landward
edge of the new 100' x 6' dock. This area is approximately 6000 square feet and water depths
at this location range from —2.5' at NWL to — 5' at NWL. The dredging will increase the
controlling depths to —5 NWL and will total 240 cubic yards. The spoil material will be
disposed of off -site at an upland location outside of the AEC.
CAMA Major Permit #106-06 was issued for the upland development on this site. CAMA
Permit # 106-06 was issued for the demolition of the old harbormaster building and the
construction of a new harbor master building, replacement of the existing wooden bulkhead
and replacement of the existing retaining walls. This permit was processed through the
Express Permitting Program.
11. Anticipated Impacts:
A total of 13,500ft2 would be excavated which would result in the removal of 600 yd3 of silty
sand material. The spoils would be disposed at an off -site upland location. The proposed
dock, finger piers and platform would result in 14,880 ft2 of open water incorporated while
shading 4,798 ft2 and providing docking for 21 boats. An increase in turbidity will occur
while setting pilings. There should be no hazard to navigation resulting from this project, as
there are other docks of equivalent length along the same shoreline. No coastal marsh would
be filled or excavated during this project.
Jonathan Howell Morehead City June 1, 2007

3 4
Form DCM-MP-1
A ON,
(r pleted by all ap
MAY
b. C° ,town, community or landmark
d C1 ERA
1. APPLICANT' .
a. Landowner:
Name i/Ca�Feviv i �itt Vc~sTb,2S� L. ��
Address 1315' S. 0LE-LERT>.
City �� �v l° ,E� r� State NC,
Zip 2 85'4 Day Phone P52 (D3-7 `79 8-1>
Fax
b. Authorized Agent:
IrTarne`�o�-�Z`r' /yl. C�tu:s1�C-
Address 20 `box 3gc?G
City INJEW BE►-n( State G
Zip 2$6*& Day Phone Z52 6374/702.
Fax 2:52: & 37.31 oc )
c. Project name (if any) �bEGkAr FEAI
NOTE Per w wall be issaed in name o, f landownrr(r), and/ar
projea name.
2. LOCATION OF PROPOSED
PROJECT
a. (county CKA v E t1
c. Street address or secondary road number
_ Ioo SL.ve.PC �n/EI..L �
d. is proposed work within city limits or planning
jurisdiction? X Yes No
e. Name of body of water nearest Project (e.g. river,
creek, sound, bay) _ = N 7' KIVER,
3. DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT"
a. List all development activities you propose (e.g.
building a home, motel, marina, bulkhead, pier, and
excavation and/or filling activities.
Nk,NR.IK 1 XPA-N5Ibra
b. Is the proposed activity maintenance of an existing
project, new work, or both? 1!>07-14
c. Will the project be for public, private or commercial
use? t'2t V ArTC
d. Give a brief description of purpose, use, methods of
construction and daily operations of proposed
project. If more space is needed, please attach
additional pages.
c kr5-r1n122Zgc.�-7i
6 E �A4 95- D MP U ��
5 NCED9D
t� Ew S-Zy C U0445
Co r457, u cTEa TO EXP^ N D Ttq c
c)V S'r/NC9 CAPAe i r y
Reused 03195

Form DCM-MP-1
4. LAND'AND ND WATER
CHARACTERISTICS
a t , J Y `�
MAY 9j 5 ?llUr
Morehead City DGM
am. Describe existing wastewater treatment facilities.
Mc VPs r tP"NL v�ASTEWA;Te(L �i
?'Cr
a, Size of entire tract
,c((Ari)
b. Size of individual lot(s) N 1,
c, Approximate elevation of tract above MHW or
n.. Describe location and type of discharges to waters
of the state. (For example, surface runoff, sanitary
wastewater, industrial/commercial effluent, "wash
down" and residential discharges.)
sufLFhCE ku►4ofF 16CLoW64 WkmyL
d. Soil type(s) and textures) of tract °•
C0tJ,pN6T6P C-rAA-VcL � FNVErxz 1 Y S0 L
' 1REPOCr `PRE pA,,P_ : D ro
— s; U PLA t4i> D EYELOPMEPt 1
e. Vegetation on tract JA 41 MALL 4A W b 5c.A F1A1 Ca
'PLNNTS i CTJ.Nss&S
f, Man-made features now on tract
t--oTe i �- r -rz-I N a
g. VR'hat is the CAMA Land Use Plan land
classification of the site? (Con� rbe local land =e plan.)
K Conservation
V Developed
Rural
Transitional
Community
Other
h, How is the tract zoned by local government?
rAl X E n U5C— Co hiME lzC A L— C
i. Is the proposed project consistent with the applicable
zoning? < Yes No
(Anach zoning ciorTliance crnificate, if applicable)
j.
Has a professional
done for the tract?
If yes, by whom?.
archaeological assessment been
Yes iC No
ko Is the project located in a National Registered
Historic District or does it involve a National
Register listed or eligible property?
Yes K No
1. Are there wetlands on the site? X Yes No
Coastal (marsh) K Other ® K _
If yes, has a delineation been conducted? t S
(Aaach domwmation, if available)
Describe existing drinking water supply source.
PUgLlc- wfl�T,69_ SL)2PL4
5. ADDITIONAL INFORMATION
In addition to the completed application form, the
following items must be submitted
• A copy of the deed (with state application only) or
other instrument under which the applicant claims title
to the affected properties. If the applicant is not
claiming to be the owner of said property, then
forward a copy of the deed or other instrument under
which the owner claims title, plus written permission
from the owner to carry out the project.
An accurate, dated work plat (including plan view
and cross -sectional drawings) drawn to scale in black
ink on an 8 1/2' by I V white paper. (Refer to
Coastal Resources Commission Rule 71.0203 for a
detailed description.)
Please note that original drawings are preferred and
only high quality copies will be accepted. Blue -line
prints or other larger plats are acceptable only if an
adequate number of quality copies are provided by
applicant. (Contact the U.S. Army Corps of
Engineers regarding that agency's use of larger
drawings.) A site or location trap is a part of plat
requirements and it must be sufficiently detailed to
guide agency personnel unfamiliar with the area to the
Revised 03/95

MAY 2 5 r007
Form DCM-MP-1
Morehead City DCM
site. Include highway or secondary road (SR)
numbers, landmarks, and the like.
• A Stormwater Certification, if one is necessary.
• 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. Upon signing this form, the applicant
further certifies that such notice has been provided.
Name t'i
Address uAN16 9a
Phone tdCy& SRN Al c- Z25(o0 Z74I
Name t� 5 Kam,
Address i -75 S PP-1 N 0 5 T SVQ
Phone 30303
6. CERTIFICATION AND PERMISSION
TO ENTER ON LAND
I understand that any permit issued in response to this
application will allow only the development described in
the application. The project will be subject to conditions
and restrictions contained +n the permit.
I certify that to the best of my knowledge, the proposed
activity complies with the State of North Carolina's
approved Coastal Management Program and will be
conducted in a manner consistent with such program.
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.
Name 14C-2R I further certify that the information provided in this
Address Z%bq 41C7t4WOoDS 5Lv0 SLIME 100 application is truthful to the best of my knowledge,
Phone :&RL:EICaH NC 2-760q-1000
• A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
,E5C CRXVE-200�,-056 l,&kY 23,2C*6
5W 70(z,05Zv; •! uN6 Z.. Zoo 6
COZZ.-
• A check for $250 made payable to the Department of
Environment, Health, and Natural Resources
(DEHNR) to cover the costs of processing the
application.
• A signed AEC hazard notice for projects in
oceanfront and inlet areas.
• A statement of compliance with the N.C.
Environmental Policy Act (N.C.G.S, 113A - 1 to
10) If the project involves the expenditure of public
funds or use of public lands, attach a statement
documenting compliance with the North Carolina
Environmental Policy Act.
This is the 20 day of rE3
Print Name \ D'SGf4 45 ./ /ko�41A--S
S ignature\.
r or Audwrized Agars
Please indicate attachments pertaining to your proposed
project.
DCM MP-2
Excavation and FUI Information
DCM MP-3
Upland Development
f DCM MP-4
Structures information
DCM MP-5
Bridges and Culverts
✓ DCM MP-6
Marina Development
NOTE: Please sign and date each attachment In the
space provided at the bottom of each forma.
Revised 03195

MAY
Form DCM-MP-2
Morehead City DCM
XCAVA ION
AND FILL
(Except 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.
Describe below the purpose of proposed excavation or
fill activities. All values to be given in feet.
Average Float
Emoting Project
Lenoth Width Depth Depth
Access
channel
(MLA or (NWL)
Canal
Boat
basin
Boat
ramp
Rock
groin
Rock
breakwater
Other
xcluding
ne
stabilization)
1. EXCAVATION
a. Amount of material to be excavated from below
MHW or NWL in cubic yards 600 1/—
b. Type of material to be excavated 5rW1-�, A iL F
601L
c. Does the area to be excavated include coastal
wetlands (marsh), submerged aquatic vegetation
(SAVs) or other wetlands? Yes No
d. Highground excavation in cubic yards AIDAIC
2. DISPOSAL OF EXCAVATED
MATERIAL
a. Location of disposal area 'kr5r)1Vb l
n=i=lire l A4Lt7y� Dr �T)►J -,YZAC.,"bZ'5 C.Y005J4LLj
b. imensions of disposal area L1 M kit o WrJ-
(Ara-Som'�, ,LC/I�. &Acrea,+
c. Do you claim title to disposal area?
Yes �,-_ No
If no, attach a letter granting permission from the
owner.
d. Will a disposal area
maintenance? Yes
If yes, where?
trIqIri% ,JCc , QALtdr QrL-t-AnlC70L :��.Ar �1rr�C'1�lS>ts�f S
'DI ke`nC,��� a l - q5 tkr -oo`
ter::.
a ;.
i
i_
be available for future
No
Revised 03/95

Form DCM-i%LP-2 Morehead City DCM
e. Does the disposal area include any coastal wetlands If yes,
(marsh), SAVs or other wetlands? (1) Amount of material to be placed in the
Yes o No water
(2) Dimensions of fill area
f. Does the disposal include any area in the water?
Yes X eO No
3. SHORELINE STABILIZATION N
a. Type of shoreline stabilization
Bulkhead Riprap
b. Length
c. Average distance waterward of MHW or NWL
d. Maximum distance waterward of MHW or NWL
e. Shoreline erosion during preceding 12 months
(Source of information)
f. Type of bulkhead or riprap material
g. Amount of fill in cubic yards to be placed below
water level
(1) Riprap
(2) Bulkhead backfill
h. Type of fill material
i. Source of fill material
4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization)
a. Will fill material be brought to site?
Yes No
(3) Purpose of fill
b. Will fill material be placed in coastal wetlands
(marsh), SAVs or other wetlands?
Yes No
If yes,
(1) Dimensions of fill area
(2) Purpose of fill
5. GENERAL
a. How will excavated or fill material be kept on site
and erosion controlled? =X (_&✓A771 r> M Ilit
.
R,crnol,to To b}F-sr7-F -wsP�-,sRL A-2EA
of ca'JrR2Sf' arLs c74C>0s1A/v
b. What type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic
dredge)?
c. Will wetlands be crassed in transporting equipment
to project site? Yes® No
If -yes, explain steps that will be taken to lessen
environmental impacts.
r Applicant or ject Name
& 4!f —9 JM
Date
Revised 03/95

Form DCM-MT4 MAY 2 5 2007
S RUCTUIZtS .dead City DCM
(Construction �mithin 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 which relate to
this proposed project.
e. Mooring buoys
(1) Commercial Community Private
(2) Number
(3) Description of buoy
(Color, inscription, size, anchor, etc.)
Dock(s) and/or Pier(s)
(1) -X- Commercial Community Private
(2) Number 2.
(3) Length 935' # 100'
(4) Width 8 ' F 6'
(5) Finger Piers X Yes No
(i) Number
(ii) Length _YO' 30' f.
(iii) Width #-5' r 3.5'
(6) Platform(s) X Yes No
(i) Number
(ii) Length 58
(iii) Width It
(7) Number of slips proposed 2 D ,4ew I /`;/,/Fk/.
(8) Proximity of structure to adjacent riparian S ", 6` °.
property lines 60 -1f
(9) Width of water body Iq QQ -1100 F7
(10) Water depth at waterward end of pier at
MLW or NWL 3 Fr µcw
b. Boathouse (including covered lifts) #J/y4
(1) Commercial Private
(2) Length
(3) Width
c. Groin (e.g. wood, sheetpile, etc.)
(1) Number
(2) Length (s)
d. Breakwater (e.g. wood, sheetpile, etc.) N
(1) Length
(2) Average distance from MHW, NWL or
wetlands
(3) Maximum distance beyond MHW, NWL or
wetlands
(4)
(5)
Width of water body -
Distance buoy(s) to
shoreline
be placed beyond
Mooring structure—, mooring piIins,�E�
(1) , ( Commercial —Community Private
(2) Number f : A-) PJ s
(3) Length tj ALowpuL<N-sr)
(4) Width Ago g rw6IEAJ 14G v'i
Other (Give conplete description)
USE -PIS 6 ffQp-txk5
Ap ' t or 'ed Name
Sigaa
2 0
Date
Revised 03/95

Form DCM-MP-6
UgA
MAY 2 5 2007
DEVELOPMENT
(Required for the mooring of more than 10 vesseLs)
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.
1. MAR NA CHARACTERISTICS
a. Check below the type of marina proposed.
Commercial Public Residential
b. Will the marina be open to the general public?
Yes --X No
c. If there is residential development associated with
the marina, bow many units or Iots are planned and
how many are currently developed?
1/E5 = W7 uNff-5 -Pp oPo5ED
d. Check all of the types of services to be provided.
Full service, including travel lift and/or rail
® Dockage, fuel, and marine supplies
Dockage ("wet sn9JC-X157-14(q)
") only
Number of slips 72
Dry storage
Number of boats
Boat ramp(s)
Other (describe)
e. Check below the proposed type of siting.
Land cut and access cbaunel
Open water with dredging for basin and/or
channel
' Open water, no dredging required
Other (describe) OFF-vJ WR-
A1A,NT61gA,vCr-- 1J�eDC�WG
f Describe the typical boats to be served (for example,
open runabout, charter boats, sail boats, mixed
types). A" ? yPt 5
g. Typical boat Iength ,ILC>_ , _ r
h. Maximum boat length /SO i
L Are any floating structures planned? Vg_ 3
If so, describe a-X 7-IkE P"6LK 5 67,6AII
/s Ed-064; M4 47 W,q-TES
� ArK 4 vJ A• y5
Z. MARINA OPERATIONS
a. Check each of the following sanitary. facilities that
will be included in the proposed project.
Office toilets
Toilets for patrons
Number
Location
Showers
Boat holding tank pumpout
_Type and Iocaxian _
b. Describe treatment type and disposal locallon for all
sanitary wastewater.
c. Describe the disposal of solid waste, fish offal and
trash disposal ._ r 4 u nl i G P& �-. °i R Ate, 4
c0LLEe7"t u *.i 4r,41L.-S.6LE
d. How will overboard discharge of sewage from boats
be controlled?
n1V4 nlSCI-h4(ZC o F SEMI E LCtx�
e. Give the location and number of "No Sewage
Discharge" signs proposed. _ 1 Pfk Do c.K ;,_L4fT
C ANGw'4Y
Revised 0319S

Form DCM-MP-6 2007
Aviuro-heau City DUM
f. Describe the special design, if applicable, for o. Is the marina proposed within a
containing industrial type pollutants, such as paint, secondary nursery area? Yes
sand lasting waste and petroleum products.
N
g. Where will resid from vessel maintenance be
disposed of? AiTA
nl . _ FACJL► n -.s
h. Give the number of channel markers and "No
Wake" signs proposed. A LJZ6 )M> y or,Zt56 T
too A-��7T1 DNI�L. �Rco®os� D
i. Give the location of fuel -handling facilities, and
describe the safety,mcasures planned to protect area
water quality. _
}. Describe design measures that promote boat basin
flushing or circulation and that reduce water quality
impacts. Q P e N W AZE Z (/8 J 6 Cy-
k. What will be the marina policy on overnight and
live -board dockage?wt�
1. Is the proposed marina located near any shellfish
leases? Yes No
If yes, give the name and address of the leaseholder.
m. If this project is an expansion of an existing marina,
Vat types of services are currently provided?
5'. �ioic.�.�s_ ��far✓��cs..5i4.' .StW&R-
&u2p DuT_ WATER, 7E/-Efdo IG) 7TO L41Gn_,
C9A�u31�b E
n. How many slips are now available? — $
primary e
No
p. Is the tsarina proposed within an area open v
shellfish harvesting? Yes No
q. Give the location and number of "Pumpoub
Available" signs proposed. 1 'PC-f- D'O CA,
Ar GAN cz wA�. If
Nte
edNam
4r. JAPh,2�2��
Rerised 03/4S

t
Permit Class
MODIFICATION/MAJOR
AMENDMENT
Permit Number
106-06
STATE OF NORTH CAROLINA
Department of Environment and Natural Resources
and
Coastal Resources Commission
for
X Major Development in an Area of Environmental Concern
pursuant to NCGS 113A-118
Excavation and/or filling pursuant to NCGS 113-229
Issued to Riverfront Investors, LLC,1315 S. Glenburnie Rd., New Bern, NC, 28561
Authorizing development in
Craven
County at adi. to the Trent River Bridge in the Trent River. at
100 Block of Howell Road in New Bern as requested in the permittee's application dated 2/20/07, including the
attached workplan drawing (2), dated received in Morehead City on 9/28/07
This permit, issued on February 29.2008 , is subject to compliance with the application (where consistent
with the permit), all applicable regulations, special conditions and notes set forth below. Any violation of these terms may
be subject to fines, imprisonment or civil action; or may cause the permit to be null and void.
1) In order to satisfy concerns of the Division of Marine Fisheries and the Division of Water Quality,
and in accordance with the commitments made by the permittee made in a letter dated 9/21/07, the
proposed maintenance excavation is hereby deleted from this project. Any reference to the proposed
maintenance excavation in the attached permit application is hereby null and void.
Marina
2) Unless specifically altered herein, this permit authorizes only the docks, piers, and other structures
and uses located in or over the water that are expressly and specifically set forth in the permit
application. No other structure, whether floating or stationary, shall become a permanent part of this
expanded marina facility without permit modification. No non -water dependent uses of structures
shall be conducted on, in or over public trust waters without permit modification.
(See attached sheets for Additional Conditions)
11115 P-M-11111 action may oe appeaiea ny the permittee or
other qualified persons within twenty (20) days of the issuing
date. An appeal requires resolution prior to work initiation or
continuance as the case may be.
This permit must be accessible on -site to Department
personnel when the project is inspected for compliance.
Any maintenance work or project modification not covered
hereunder requires further Division approval.
All work must cease when the permit expires on
December 31, 2011
In issuing this permit, the State of North Carolina agrees
that your project is consistent with the North Carolina Coastal
Management Program.
Signed by the authority of the Secretary of DENR and the
Chairman of the Coastal Resources Commission.
James H. Gr son, Director
Division of Coastal Management
This permit and its conditions are hereby accepted.
Signature of Permittee

V,
/erfront Investors, LLC Permit # 106-06
Page 2 of 3
ADDITIONAL CONDITIONS
3) Prior to occupancy of any new slips authorized under this permit, a marine pumpout sewage disposal
facility shall be installed, operable, easily accessible, and maintained for the life of the marina.
4) Prior to the occupancy of any slips authorized by this permit, the permittee shall meet on -site with a
representative of the Division to ensure that the required pumpout facility is in place and operable.
5) Handrails shall be installed along the entire length of the bulkhead and openings in the railing shall only
be provided for the authorized slips.
6) No attempt shall be made by the permittee to prevent the full and free use by the public of all navigable
waters at or adjacent to the authorized work.
7) The permittee shall maintain the authorized work in good condition and in conformance with the terms
and conditions of this permit. The permittee is not relieved of this requirement if he abandons the
permitted activity without having it transferred to a third party.
8) This permit does not authorize the interference with any existing or proposed Federal project, and the
permittee shall not be entitled to compensation for damage to the authorized structure or work, or injury
which may be caused from existing or future operations undertaken by the United States in the public
interest.
9) The permittee shall install and maintain at his expense any signal lights or signals prescribed by the U.S.
Coast Guard, through regulation or otherwise, on the authorized facilities. At a minimum, permanent
reflectors shall be attached to the structure in order to make it more visible during hours of darkness or
inclement weather.
10) This permit authorizes an additional 34 boat slips for a maximum of 172 formalized boat slips.
NOTE: Any proposal to add additional boat slips to the authorized slip facility may require a review
under the N.C. Environmental Policy Act (NCEPA).
Easement
11) Prior to construction of any new boat slips under this permit, the permittee must apply for and receive an
Easement from the Department of Administration's State Property Office as required under N.C.G.S.
146-12(e). A copy of this easement shall also be provided to the Division prior to initiation of
construction of any new boat slips.

Riverfront Investors, LLC
ADDITIONAL CONDITIONS
General
Permit # 106-06
Page 3 of 3
12) The permittee understands and agrees that, if future operations by the United States requires the
removal, relocation, or other alteration of the structure or work authorized by this permit, or if in the
opinion of the Secretary of the Army or his authorized representative, said structure or work shall cause
unreasonable obstruction to free navigation of the navigable waters, the permittee will be required, upon
due notice from the Corps of Engineers, to remove, relocate or alter the structural work or obstructions
caused thereby, without expense to the United States or the state of North Carolina. No claim shall be
made against the United States or the state of North Carolina on account of any such removal or
alteration.
13) No open water areas or vegetated wetlands shall be excavated or filled, even temporarily.
14) The marina facility shall have appropriate waste disposal facilities and display a sign showing the waste
disposal information.
15) This modification shall be attached to the original Permit No. 106-06, which was issued on 7/27/06, and
copies of both documents shall be readily available on site when Division personnel inspect the project
for compliance. All conditions and stipulations of the active permit. remain in force, unless specifically
altered herein.
::,NOTE: This permit does not eliminate the need to obtain any additional state, federal or local permits,
approvals or authorizations that may be required.
NOTE: Future development of the permittee's property may require a modification of this permit.
Contact a representative of the Division at [phone] prior to the commencement of any
such activity for this determination. The permittee is further advised that many non -water
dependent activities are not authorized within 30 feet of the normal high water level.
NOTE: The N.C. Division of Water Quality has authorized the proposed project under General Water
Quality Certification No. 3642 (DWQ Project No. 07-1168), which was issued on 10/18/07.
NOTE: The U.S. Army Corps of Engineers authorized the proposed project under General Permit No.
1978000291 (COE Action Id. No. SAW-2007-02982).