20071168 Ver 1_CAMA Application_20070702

~~~
DIVISION OF COASTAL MA1~iAGEMENT CQ~Z~L' ~-d
FIELD INVESTIGATION REPORT
1. APPLICANT'S NA'VIE: 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-11/12)(V-
11/12/13/14)(W-11/12/13/14)
State Plane Coordinates - X: 2586679.679 Y: 496781.534 Rover # L061816A
LAT 35°05'56.65980 LON 77°02' 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
68
(E) Wastewater Treatment: Existin Cit Sewer ~' ,' ' ~~4 ~' ' ~ ~Y
g Y ~a~; . ~. ~~ ~~ ~~:, ~,;
(F) Type of Structures: Existing - 138 Slip Marina ~ ~; ~~~,d
Planned - Additiona134 Slips '-' ~~
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A ~ ~ ~ `~
~..~ ~ ~ :~~; ~ = n~.r~
~~
7. HABITAT DESCRIPTION:
DREDCTF,D FIi.I.F.n nTHF,R
(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.

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 AEC's. The substrate
composition at the project site within the Trent River is silty sand.
10. Proiect Description:
The applicant is proposing to expand an existing 138-slip marina by 24.6°Io 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 western most 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
r+

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/a 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 abarge-mounted excavator. The first area
is approximately 7500 square feet and water depths at this location range from -0' at NWL to
-3 at NWL. The dredging will make a final project depth at this location of -~ NWL and will
tota1360 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 tota1240 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,SOOft2 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

~~~
~~~
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor James H. Gregson, Director William G. Ross Jr., Secretary
June 29, 2007
MEMORANDUM: z L~
.''._'! ~ ZOi;; .
TO: Ms. Cyndi Karoly
Environmental Biological Supervisor ~~:-~~'~ - ~n~Ar~~ + -.L„ ;
Division of Water Quality
FROM: Doug Huggett
Major Permits Processing Coordinator
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: Riverfront Investors, LLC
Project Location: 100 Block of Howell Road, adj. to Trent River Bridge in the Trent River, New Bern
Proposed Project: 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.
Please indicate below your agency's position or viewpoint on the proposed project and return this form by
July 20, 2007. If you have any questions regarding the proposed proj ect, please contact Jonathan Howell at
[phone]. When appropriate, in-depth comments with supporting data are requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency apprpWes 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.
SIGNED 400 Commerce Avenue, More~~~itk Nnrth t^amllga 28557
Phone: [phone] FAX: [phone] Internet: www.nccoastalmanagement.net
An Equal Opportunity 1 Affirmative Action Employer - 50% Recycled 110% Post Consumer Paper

Major Permit Faa Schedule
DCM ~ DWQ ~
Development Type. Fee (14300 1601 435100093 1625 6253) (24300 1602 435100095 2341)
I. Private; non-commercial
development that does not involve
e filling or excavation of any
etlands or open water areas: $250 100% ($250) 0% ($0)
II. Public or commercial
development that does not involve
e filling or excavation of any
etlands or open water areas: $400 100% ($400) 0% ($0)
III. For development that involves
e filling and/or excavation of up to
1 acre of wetlands and/or open
ater areas, determine if A,B, C, or
D below applies:
III(A). Private, non-commercial
development, if General Water
Quality Certification No. 3490 (See
attached) can be applied: $250 100% ($250) 0% ($0)
III(B). Public or commercial
development, if General Water
Qual'dy Certification No. 3490 (See
attached) can be applied: $400 100% ($400) 0% ($0)
III(C). If General Water Quality
Certification No. 3490 (see
attached) could be applied, but
DCM staff determined that
additional review and written DWQ
concurrence is needed because of
concerns related to water quality or
aquatic life: $400 60% ($240) 40% ($160)
III(D). If General Water Quality
Certification No. 3490 (see
attached) cannot be applied: $400 60% ($240) 40% ($160)
IV. Development that involves the
filling and/or excavation of more
an one acre of wetlands and/or
open water areas: $475 60% ($285) 40% ($190)

DIVISION OF COASTAL MA'vAGEMENT
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: 72-62.88 grid (B-16/17/18/19)(C-1.6/17/18/19)(D-18/19) 2000: 72-
841 grid (V -5/6/7/8)(W-5/6/7)(X-6)1995: 72,-804 grid (U-11 /12)(V-
11/12/13/14)(W-11/12/13/14)
State Plane Coordinates - X: 496781.534 Y: 2586679.679 Rover # L061816A
LAT 35°05'56.65980 LON 77°02' 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 - Additiona134 Slips
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION:
nRF,nCTF,n FTT,T,F,n nTHF,R
(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.

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 t.l~ie
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 AEC'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 western most 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 pl.~r~pose 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/a 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 abarge-mounted excavator. The first area
is approximately 7500 square feet and water depths at this location range from -0' at NWL to
-3 at NWL. The dredging will make a final project depth at this location of -4 NWL and will
tota1360 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 tota1240 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. LAMA
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,SOOft2 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

i
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CAMA MAJOR PE~MIT APPLICAT
ION
FO R
DEGRAFFEN YACHT CLUB
PROPOSED MARINA EXPANSION
100 HOWELL ROAD,
NEW BERN, NORTH CAROLINA
DEVELOPED BY
RIVERFRONT INVESTORS, LLC
1315 SO. GLENBURNIE DR.
NEW BERN, NC 28561
JOSEPH E. THOMAS, AGENT
RIVERFRONT INVESTORS, LLC
CONTACT PERSON
[phone]
PREPARED BY
o0~.eo®~~SFr®~ ~.r ~s
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~~ ~L ~,~~
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e
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Michael L. Rice, P.E.
ROBERT M. CHILES, P.E.
Engineers 8~ Consultants
417-A Broad Street
P.O. Box 3496
New Bern, N.C. 28564-3496
,~~ .
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May 24, 2007
Job No. 2005210

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APPLICATION FORMS
APPLICATION FORM DCM-MP-1
EXCAVATION AND FILL FORM DCM-MP-2
STRUCTURES FORM DCM-MP-4
MARINA DEVELOPMENT FORM DCM-MP-6
--~ ~ A,° -
k 3

NARRATIVE i_
~~~~' ~"~`~ `~' '~'~
"~-~ ~ ~Ui,'1
PROJECTDESCRIPTION
SITE DESCRIPTION ~.F:~ ~ ~~
y
PROPOSED CONSTRUCTION
•:,.r
~
`' `~` `"r ~''~'
PROPOSED MAINTENANCE DREDGING
RIPARIAN ADJOINERS
ATTACHMENTS
COPY, AUTHORIZED AGENT ASSIGNMENT
US ARMY CORPS OF ENGINEERS WETLAND DETERMINATION
CRAVEN COUNTY DEED BOOK 2522, PAGE 401
COPIES, ADJOINER NOTICES W/DRAWINGS 8~ USPS CERTIFIED MAIL RECEIPT
ZONING COMPLIANCE CERTIFICATE
WATER AND SEWER PROVISION LETTER
DRAWINGS
DEGRAFFEN YACHT CLUB
PROPOSED MARINA EXPANSION
(See Sheet Names Below)
FOR
RIVERFRONT INVESTORS, LLC
prepared by
ROBERT M. CHILES, P.E.
MARINA 1.00: Existing Conditions
MARINA 1.10 : Proposed Conditions
MARINA 1.20 : Proposed Maintenance Dredging

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~~"`~~~'~~'~ ~AiILI~i~N FORM DCM-MP-1
EXCAVATION AND FILL FORM DCM-MP-2
STRUCTURES FORM DCM-MP-4
MARINA DEVELOPMENT FORM DCM-MP-6

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Form DCM-MP-1 # ~ , r ,,,._ ~;~
,?~ i
APPLICATIO~r~°~ rF:: ;~ ~~:,
.~.~.~
(To be completed by all applicants)
1. APPLICANT
a. Landowner:
Fax
Name RIbC-~~~vn~ i /nlv~sro.~S , ~-~
Address 135 S• C7LE~BuRn11~ ~t~.
City ~ ~w~ERnl
State l~l ~
Zip 2856! Day Phone P52 63-]~98'~
b. Authorized Agent:

Address ~~ ~$oX 3`~q(a
City /~Ic~ t3ERN
State ~ G
Zip Z85~~ Day Phone Z52 637`I70Z
p~ 25z ~3731oc7
c. Project name (f any) ~cG~FFr /~! ~e~Lf-!' l
Cpl-1d~3~~~2 a i'o S ~ A MA-R1Ns~ C-rXPf~/`l.~l ~r•~ d.
NODE: P~r+rrt wi!! be issuul in name of landowrur(tJ, and/or
prvjed namc.
2. LOCATION OF PROPOSED
.PROJECT
a. County L' ~ V C- ~!
b. C~O~YY, town, community or landmark
IvEw ~E21~1
c. Street address or secondary road number
_ IOD $Ly4C ~oy~/EL-L ~D
d. IS proposed work within city limits or planning
jurisdiction? X Yes No
e. Name of body of water nearest,E.r~oject (e.g. river,
creek, sound, bay) "T'`REN7' KlVEi~
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.
N~C21r•11~ LXPf~NSIO-y a
~RfiOcatN,C7 A-~O
`lock Co,1STlzu ~i ~ ~ nt
b. Is the proposed activity maintenance of an existing
project, new work, or both? "$07/~
c. Will th__e_projed be for public, private or commercial
use'- " t'21 V ~Tt
Give a brief description of purpose, use, methods of
consuvcxion and daily operations of proposed
project. >f more space is needed, please attach
additional pages.
C"k157/NU ~t.[A~N S CTI/RCS
51~~ ~'S E ~2FPA~,Zi= ~ Jb~l A ~ 2F,~-~
s NE~nFD
/JEW S i ~ZU c.TU'L,i;S
Co~ssxu~D `~Q E C~A1~D Ttl i;
cx/ST/nlC~ L'A-PAC+Ty
Re.iscd N/95

t.a i ,.,..' f {~
.(,. ._
Form DCM-MP-1
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4d
ss~c .,... .,.
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I~inreh~~d G~~y D~n~
m. Describe existing wastewater treatment facilities.
4. LAND A.'~ID WATER ~U~~ctPAL v~(iESTEWA~TE2 ?12~~T-
CHARACTERISTICS `~ NT
~O ."l 2 ((R of h>
a. Size of entire tract
b. Size of individual lot(s) N ~ 1~
Approximate elevation of tract above MHW or
NWL 3 F~~"f
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.)
SuRFI~CE 2un/oFF f`c~~(x U~AcTEi(Z-'
~~07dr Q ~ TQ~-1
d. Soit type(s) and texture(s), of tract °•
~'oN.PP~c1-6P G2J4~~L E P1~VErv.~N I . So~L
'iZEPaQT ~RCPP~lzr=d j=piZ UPLI~-~~ nCYELt7PM~ErII
e. Ve etation on tract -/~l r.! r Mp.L L..A~ -~ D Sc.P~Pr~! Ca .
-'t t-~-JTS ~ C72RSSC~
f. Man-made features now on tract 3~~U rlorhJT~
~}oTE L ~ Mh~-1 N A
g. What is the CAMA Land Use Plan land
classification Of the site? (Connitr the boot lm,d use plan.)
Conservation
~C Developed
Rural
Transitional
Community
Other
h. How is the tract zoned by local government?
M- X e n ~ X- Co MME (tc.1 >4 ~- ! C 3
i. Is the proposed project consistent with the applicable
zoning? ~ Yes No
(,4ttaeii zoning taomplicnet eertifiaate, tf appliaabkJ
Has a professional
done for the tract?
If yes, by whom?
archaeological assessment been
Yes ~. No
k. Is the project located in a National Registered
Historic District or does it involve a National
Register listed or eligible property?
Ycs ~C No
1. Are there wetlands on the site? x Yes _ No
Coastal (marsh) X Other ~'
If yes, has a delineation been conducted? t S
(,4aach dooencntarion, tf awilablaJ
Describe existing drinking water supply source.
tom' ~g ~-I c. vJI~TE lZ Sy ~1-~!
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 12' by 11" white paper. (Refer to
Coastal Resources Commission Rule 71.0203 for a
detailed description.)
Please note that original dnwings 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 Alai
requirements and it must be sufficiently detailed to
guide agency personnel unfamiliar with the area to the
Rerised 03/95

~`' ' `~ S 4
~ : _ ~~
~'~~~ ~ ~~'~ > ''r; r
Form DCM-MP-1
140~.:~r~:~~:~d ~`ai~i ~G~Uf
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 re~oeipts 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 ~IC,DD ~
Address 2° 5 ~ C~ L.e~r3 ~z N -E Ka
Phone nlEw ~r,eN /~l C 28Sbo -Z7`l I
Name 1~ S 1Z~
Address t ~5 SPRt N tb S i SyJ
Phone ~r~a~NT~ ~~aA 30303
I understand that any permit issued in response to this
application will allow only the development described in
the application. The project will be subjecx to conditions
and restrictions contained +'~ the permit.
I certify that to the best of my knowledge, the proposed
activity complies with the State of North Carolina's
approvod 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 /.1G2R 1 further certify that the information provided in ibis
application is truthful to the best of my knowledge.
Address 2$09 t~t(,NvJoooS BLun Sui7'E loo
Phone IZR~IU!{ Nc 21tfly4-rooo
• A List of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
£SG C./ZI~Ut:-2oo~,-OS(o JAY ~3,2~~
~`~-TVC-~05zo; uNr~ 2, zwa(o
• A chex3c for 5250 made payable to the Department of
Environment, Health, and Natural Resources
(DEHNR) to cover the casts 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 Ad (N.C.G.S. 113A - 1 to
10) If the project involves the expenditure of public
funds or use of public land's, attach a statement
documenting compliance with the North Carolina
Environmental Policy Ad.
6. CERTIFICATION AND PERNIISSION
TO ENTER ON LAND
This is the 2p day of ~E3 , ~,~_.
Print Name DSE ~ /~or+~ ~
Signature ~ (~_
r or Autiwrrzed Agenr
Please ind'icaie attachments pertaining to your proposed
project.
DCM MP-2 Excavation and Fill Information
DCM MP-3 Upland Development
/ DCM MP-4 Structures Information
_DCM MP-S Bridges and Culverts
/DCM MPS Marina Development
NOTE: Please sign and date each anachment in the
space provided at the bono~n of each form.
Revised Q3/95

~ Lei
Z... ~ ~'~ ~ c .
Form DCM-MP-2 ~lj r~Y ~ ~ ~ (i (] ?
EXCAVATId1'~he~° °"Y °°`"
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 Final
E~dsting Project
Length Width DepW Depth
Access
channel
(MLW) or (NWL)
Canal
Boat
basin
Boat
ramp
Rock
groin
Rock
breakwater
Other
eluding
n<
stabiliution)
1. EXCAVATION
a. Amount of material to be excavated from below
MHW or NWL in cubic yards ~:©O t/-
b. Type of material to be excavated 5r'~-N~~ 5 i~j
~~1~
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 re~t~n/E
2. DISPOSAL OF EXCAVATED
MATERIAL
a. Location of disposal area ~Jvs%li`1(~ - -
Dil=} ~ rc 1'~iGL~T y D ~ C'n-.1,"YCr1L~ o2'S c>-/oas,
b. tmensions of disposal area U~IkNou~rJ.
l IDc25o~1'7 ~C~n - tSAc~~~,+
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?
J~f~1~T~Rl~AIC-C ~ ~QU[Y'ALtALT QILT~{I~I~~L/~~ ~t.t~ ~1ry7C1~lSl~I~(S
~ tCt`~ C~ rn/ ~ ~ ~ - rf 5 ' x r ~ p
~ - (~ -o' x r ~ e'
be available for future
No
Revi_ced 03195

+~
Form DCM-MP-2 ;~~ gal ~, ~ r'.li (!
e. Does the disposal area include any coastal wetla~~~~~~~.t;l~~ '~"~~~
(marsh), SAVs or other wetlands? (1) Amount of material to be placed in the
Yes _~ No water
(2) Dimensions of fill area
f. Does the disposal include any area in the water?
Yes ~_ No
3. SHORELINE STABII.IZATION ~
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 1 (~
(Excluding Shoreline Stabilization) ~ t R
a. Will fill material be brought to site?
Yes No
4 {'~~ Y
(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? Ex cc~vq~ n M f}Tt=2i s~
/Zc'rnO~tn TO br~SrrE` D~sPOSAL ~-2E!{
of corJTRik~.~iLS C1F~Sin/(~
b. What type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic
dredge}?
_. _ ._~ _ F3A2Ci ~ mo o,.l7r D C ~Cii ~7~7a,2
c. Will wetlands be cr;,ssed in transporting equipment
to project site? Yes ~_ No
If yes, explain steps that will be taken to lessen
environmental impacts.
~;1hS~~ P N ~ ~~5
Applicant or jest Aiame ' D
~l]~ ~ ~a ~L(I~}151/Ut~/
Date
-~ ZC , ~oc~ •7
Rev'~sed 03/95

Form DCM-MP-4
.t P I t
~' y. / t,,, ~~ 7 '.
t •..~' ~~~.. '[
~`h/~Y ~ J ~?DO/
Morehead City DCivl
STRUCTURES
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Major e.
Permit, Form DCM-MP-1. Be sure to complete all
other sections of the Joint Application which relate to
this proposed project.
a. Dock(s) and/or Pier(s)
(1) ~ Commercial -Community ~ Private
(2) Number 2
(3) Length 235 ~ /oy'
(4) Width 8~ ~ 6'
(5) Finger Piers ~ Yes No
(i) Number '"1 ~' q
(ii) Length '10 ~ ~ 30' f
(iii) Width N•5 ~ s 3.5
(6) Platform(s) _~ Yes No
(i) Number
(ii) Length 58
(iii) Width /~ '/
(7) Number of slips proposed 2~ mew ~ l7n/Ehi
(8) Proximity of structure to adjacent riparian 5 "~ t' o
property lines 6o Ff
(9) Width of water body _1~ oo - ~ 5 oV FT
(]0) Water depth at waterward end of pier at
MLW or NWL 3Fr µtN
Boathouse (including covered lifts) ~~~
(~) Commercial Private
(2) Length
(3) Width
Groin (e.g. wood, sheetpile, etc.)
(1) Number ~ ~~
(2) Length(s)
Breakwater (e.g. wood, sheetpile, etc.) N ~ A
(l) Length i'~
(2) Average distance from MHW, NWL or
wetlands
(3) Maximum distance beyond MHW, NWL or
wetlands
Mooring buoys /~ /f~
(l) -Commercial -Community _ Private
(2) Number
(3) Description of buoy
(Color, inscription, size, anchor, etc.)
(4)
(5)
Width of water body _
Distance buoy(s) to
shoreline
be placed beyond
Mooring structure~atli~, mooring pilings,~,t~
(1) , C~ Commercial -Community ,y Private
(2) Number _ ~¢ i~ N s
(3) Length N v~.}~N-~iT~
(4) Width ~'TWE~N ~/t~l
~N GzE IZ PI C!t 5
~Lher (Give co~lele description)
b SE I-1 _E ~o nnR-5
Ap t or 'eci Name
SFgm-
2~ FE-3 2~~'7
Date
Revised 03195

Form DCM-MP-6
MARINA
f . r ~ ~ '~#
f ? . "~ '
e
'~
M~;l' 2 ~ ~0(~7
Moreh~~d ~:i~y ~vri~i
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. MARINA CHARACTERISTICS
a. Check below the type of marina proposed.
Commercial Public ~ Residential
b. Will the marina be open to the general public?
Yes ,~_ No
c. if there is residential development associated with
the marina, how many units or lots are plaru~ed and
how many are currently developed?
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 sIi s") only
Number of slips ~2 ! ~$EXlsTIaJ
Dry storage
Number of boats
Boat ramp(s)
Other (describe)
e. Check below the proposed type of siting.
Land cut and access channel
Opea water with dredging for basin and/or
channel
Open xater, no dredging requirod
~_ Other (describe) OPErJ Wl~~2,
MA~NrEnl/lN~.~ ~2r?DC~~nPG
f, Describe, the typical boats to be served (for example,
open runabout, charter boats, sail boats, mined
types). 1~t-~- ~ yPES
t~cised 03/95
g. Typical boat length ~O _~ _ ~~
h. Maximum boat length ~,~~ ~
i. Are any floating structures planned? 3
If so, desrn'be ask rIR.E ?rac..K S ST~NI
i5 >`.coATin1G~ k/x}r--e, v~/.4-rC.D r,~
_~iPcNUWA~yS
2. MARINA OPERATIONS
a. Check each of the following sanitary.facHities that
will be included in the proposed project.
Office toilets
Toilets for patrons
Number
Location _
Showers
Boat holding tank pumpout
-Type and location _...
b. Describe treatment type and disposal location for all
sanitary wastewater.
c. Describe the disposal of solid waste, fuh offal and
trash disposal . wt ~ nl ~ C.! P,4 ~' i ~ p5 ~
~LZECT! v r/ ~Y~I!_.s4Pa LE
d. How will overboard discharge of sewage fivm boars
be controlled'-
nlu '1>Isc-tt~-2c,1` o F SEv~IAcaE At1.t~W~
e. Give the location and number of "No Sewagt
Discharge' sigru proposed. _/ Pct DocK A'T
~ Arc V v~/ /k+~

Form DCM-MP-6
i 5 a . fifi
' ~ A
y5 ~•~~ 4~
'~k4~ J,+~ ~rf
-;
.,
CVi, ~'~ j ~ ;~ r U ~!) I

I+~-
y':''L~h
f. Describe the special design, if applical~Q~11/~1~~~ ~~~~>~a proposed within a primary c
containing industrial type pollutants, such as paint, secondary nursery area? Yes -~- No
sandblasting waste and paroleum products.
N R p. Is the marina proposed within an area open t''
T shellfish harvesting? Yes ~_ No
g. Where will resid from vessel maintenance be
disposed of ? ~1~~
,~ nnA~~r•IT'EI~IAnlC.~ F~uLrTiir.s
?Qo~ostA
h. Give the number of channel markers and "No
Wake" sigrLS proposed. ,41.J2.b~Dy o~L~sEN~:
/~u A-~71T70N/~L'J~RO,~~SL D
i. Give the location of fuel-handling facilities, and
describe the safety,mcasures planned to protect area
water quality. - _ ,
_ - J1/
T-
j. Describe design measures that promote boat basin
flushing or circulation and that reduce water quality
impacts. _ ~~ E ~J t,Ji+~7'E rL 5 ~r3 J t cl
?3 ~ t /~ iZ F~-ov~1 .
k. What will be the marina policy on overnight and
. live-board dockage? ~ ~LLpwc~
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 as ezpaasioa of an atisting marina,
at types of services are currently provided?
CS: oi~EJs_ ~e/a."iE,es. SA+J• SEWEQ-
p~n?P 0 '_ taR7"E~, TELE~do~IC~ TY~I~,
C9~tl~l4Gie ~-D~SQnSM-.
n. How many slips are now available? ~~ ~
q. Give the location and number of "l?umpoL:
Available" sigtu proposed. / ~E~ D~ cl~ '
~nsz,~e~ E ~~r~
t or Proja2 Alame
~-
tm~e
v~'C-'.8 7u 8~
I~te
Re.ised o3~ss

;~ ~ fat
s
l.e; <` ~P ~ v p r
/ r/
~YI ~l~ `1 i~ C ~~ ~I i~
NARRATIVE
PROJECT DESCRIPTION 11~or~e~lea~ Gi~~ ~,~~
This purpose of this project is to update and expand the existing marina structures.
A CRC Major Development Permit (no. 106-06) was issued for upland development
associated with the landward portion of the project site, to include construction of
anew harbor master building. The existing dock structures are floating and provide
130 individual docking slips. Side-to docking along a wooden dock in the eastern
waterfront of an existing boat basin provides 8 side-to docking spaces at a length
of 25 feet each.
SITE DESCRIPTION
The marina project site is located along the James City waterfront at the
confluence of the Trent and Neuse Rivers, opposite from downtown New Bern and
between the Alfred A. Cunningham and Norfolk Southern Railroad bridges. 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.)
PROPOSED CONSTRUCTION
Repairs to the existing structures are required. Supporting structure failure, rot, rust
and other problems must be addressed. In addition, floatation problems are
reportedly present throughout the existing structures.
Removal of the existing side-to wooden dock in the boat basin, replacement of the
existing wooden bulkhead and retaining walls, construction of a new harbor master
building and demolition of the existing marina office are already permitted as part
of permit 106-06. The existing pump-out facilities will be relocated to the platform
at the new harbor master building.
Construction of a landward extension of the westernmost existing dock is proposed
which will replace one of the existing and provide 6 new slips. Anew dock with 7
finger piers is proposed for construction that will provide 14 slips along the west side
of the peninsula. The new docks will be a floating system similar to the existing
construction. Additionally, a new platform and gangway is proposed along the
waterfront in front of the proposed harbor master building. New piles will be
installed at 25, 30 or 70 foot intervals along the bulkheaded waterfront between the
westernmost riparian property line and the harbor master platform dock to
delineate side-to docking spaces and protect the bulkhead structure.

'y~y45° ~~ ~'nf
!SAY ~,l 5 11:,;;
NARRATIVE (continued)
PROPOSED MAINTENANCE DREDGING ~Ot'E;~'lE:c~'L~ ~il~~t CJL
There are two areas of the waterfront where maintenance dredging is proposed. A
triangular area near the southwest end of the peninsula, in a corner of the
bulkhead, is indicated on the plans as dredging area 1. Proposed dredging will
remove approximately 360 cubic yards of material and restore a bottom elevation
of -4 feet. A second triangular area near the mouth of the boat basin is indicated
on the plans as dredging area 2. Proposed dredging will remove approximately
240 cubic yards of material and restore a bottom elevation of -5 feet to match the
existing depth of the basin.
Dredging will be performed using a dredge or barge mounted excavating
equipment. Material excavated from the marina will be disposed of at an offsite
location of the contractor's choosing. No provisions for an onsite upland disposal
area are proposed.
RIPARIAN ADJOINERS
NC Department of Transportation
Mr. Aaron Everett, District Engineer
209 So. Glenburnie Rd.
New Bern, NC 28560-2741
North Carolina Railroad Company
Mr. Justin Madigan, Assistant Corridor Manager
2809 Highwoods Blvd., Suite 100
Raleigh, NC 27604-1000
Norfolk Southern Corporation
Mr. J.H. Rader, RLS
175 Spring Street, S.W.
Atlanta, Georgia 30303

,~ t
~` 'a
4 I 4A '~ v
a-+~~~.
ATTACHMENTS
~~re~~~~ ~li"~ ~~.iiil
COPY, AUTHORIZED AGENT ASSIGNMENT
US ARMY CORPS OF ENGINEERS WETLAND DETERMINATION
CRAVEN COUNTY DEED BOOK 2522, PAGE 401
COPIES, ADJOINER NOTICES W/DRAWINGS 8~ USPS CERTIFIED MAIL RECEIPT
ZONING COMPLIANCE CERTIFICATE
WATER AND SEWER PROVISION LETTER

". ~. ,. _ _ _,ti ,. .
_,. ...,. '~ t..
;:, ~
MORgNDUM:
FROM: Mr. Jose h E. ~+~6t~tE;i~;clt~ ~1~~ ~>~~
P Thomas
Member/Manager
Bridge Pointe Development, LLC
PO Box 14165
New Bern, NC 28561
TO: Robert M.
Chiles, p,E.
Engineers, Consultants, & Marine Surveyor
P•O. Box 3496
New Bern, N. C. 28564-3496
RE: Assi
gnment of right to act as authorized Agent for Bridge Pointe Deve
LLC, "BridgePointe"
project, Howell Road, New Be lopment,
TO WHOM IT MAY CONCERN: ~ m, N.C.
By mY signature below I, Joseph E
Thomas ,authorize Robert M,
the agent representing Bridge Pointe Development, LLC for
submitting Erosion and Sediment Control, Sto Chiles, P.E, to act as
rmwater Mana e enrtposes of completing and
applications and supporting documentation to the No g
Natural Resources rth Carolina Divisn n of E vipronment
above. ~ and answering questions pertaining thereto with respect to the
and
project named
This authorization is eff tive on the date signed
Jo eph E. Thomas _ Z--S - Q
COUNTY Date
STATE i'P.o~~f"/
~gc7zf ~,q,~, i-vq
z, _ _
State do hereby certi ~~s ~~
fy that o N oMA Notary public for the aforesaid County and
this ~_ Day of
the foregoing instrum~ ~~~ , 200` and that he acknowl dge the e ec d before
tion of
Witness my hand and seal this Z S-
Day of A~~~
-'~~~q
C~~•'~pTq~, .N
NOTARY PUBLI ~
My commission expires:
r /o z n~•, AC/BL1G .•CV tr

(Page 1 of 5)
l~ork:floe: P;o. SJ9792
~~~ ~ -~, ~ ~ ~. ~~- ~-~•, N~IN~II~~II~l1~I~IIIIU111~~II~UIIII~I~II~Il~11Ul1
R ~ mape ID: 000001045822 TvPe. CRP
~~:~ ~ a •,.%w^, •..~~ + ~~ ~~' ;+ . ecorded: 10/20/2006 at 04:19:38 Pf
'~ x
`~ ~~~~' xciset7ax26~0 OOage t of 5
Craven, NC
!~Ji~;Y ~, JJ ,~v~t Sherri 8. Richa/^r~d Reggister of Deeds
8K2522 PG'To 1
~~ Mor~h~~~ ~~~~ ~~~
i ~;'_ ~ ~,
~~
~ i
Parcel: n~ 0/0~ -~02 a~ -001-2000
Revenue Stan2P~ $O.qO.
STATE OF NORM=~~ARO 'LT~IA-.~
~ ~
COUNTY OF CRA N
THIS DEED, made~and e
between BRIDGE POINTE D)~;VEL-0Pr
first part; and RIVERFRONT INVES~C
address of 1315 South GJenburnie Road,
DEED
the 20th day of October, 2006 by and
I.~L~~l?triled liability company, party of the
RS,~L~ a limyt d li b~y company, having an
Suit ~ =2, Ne ~B C,~8562, party of the second
~,- ~~"~
Pan
WITNESSE~H:
That the party of the first part in constdera~tt f the u of end o/] 00
Dollars ($10.00) and other good and valuable considerations to id p~-ty p td by ~he party of the
second part, the receipt of which hereby is acknowledged, and as a dis i ution fq pal by the
party of the first part to its members and a contribution of capital to the p the and art r~
by its members, has bargained and sold and by these presents does bargain, sel antl~onv/e}~untc~
the party of the second part, said party's successors and assigns, the following descr( i ~
property, [o wit: \\ r/
Prepared by Wnru7 nrm Shtrt-x, P.A., l OU 1 College Court, Post Office Box 867, New Bern, NC
28563-0867
Please return to Watt~.vm SNnTtt, P.A., 1001 College Court, Post Office Box 867, New Bern, NC
28563-0867
Attention: Clifford P. Parson
No opinion on title is rendered by WntzD at~n Shn•rx, P.A., without a separate written opinion on
title from Watts ntvn Sn1tT7i, P.A.,

(Page'2 of 5)
t ,
~~ ~ : ~~ ,: ~1N~I~l~II~I~IN~~~~I~III~Nl1
Image ~~ 000001045823 TVpS: CRP
M~1~ +~ ,'i ?L07
...
page 2 0 _.. _. x,,
t YY;.
2 P~4Q2 rx=.
2 ~` ' 6~~`
F "mod
~.~ .__ _ ' ~~ ~_, i
r1r_'ptij c .,~
e1E ~thhliJ~ u'. .. :'Wig l~t.~
Bein the~same real property described on Exhibit A, attached hereto and
ine oratc~l herein by reference.
pve~yance is made subject to easements of record or on the ground,
ve cove is of record, and ad valorem taxes for the current year,
axes [~e paly of the second part, by accepting this deed, agrees to
This conv~yan e 1s ma ub~ct to those deeds of trust in favor of Bank
of America reco ded rook 33 , Pag~68, and in Book 2437, Page 755
in the office of th Reg ster of~~ds(o~ CI'~ven County.
TO HAVE AND TO D saicl,p~ ert nd`
thereunto belonging to the party of the s on~ pa ,said
And the party of the first part c venan tat a
in fee and has the right to convey same in fee situp the
except any encumbrances or restrictions mentioned abo~e~
defend the title to the same against the lawful claims of all per
1 privileges and appurtenances
successors and assigns forever.
i y is seized of said property
~rrte ° ree from encumbrances
at s w -warrant and
s ns ho c~v~~~
IN TESTIMONY WHEREOF, the party of the firs part
instrument to be executed under seal and in such form as to be binding,
above written. l"
BRIDGE
By:
Louis D. Dworsky, Manager
By:
this
2

(Page 3 of 'S) xt'r 'T
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IIIIN~~III~IIIIIIII~I~II~IIII~~~Nllllll~ll~llN~lUlh~lllll!
Image ID: 000001045824 Type: CRP
Pape 3 of 5
BK2522 PG403 ~ ~;~~~ ~ ;
~.~~ ~ ~.
I cer[i~y that t " fo.11ow1~ person(s) personally appeared before me this day, each
acl:nowledgingto~me t a tte,or she voluntarily signed the foregoing document for the purpose
stated therein~alld in~tlie~apac'ty indicated: Louis D orsky.
Date ~~ r ~ ~~
~~ ~~ \ ~' ' \e of Notary Publi
/J n ~
Notary seal or stamp must appear within this box.
,Notary Public
I ?~ ~
3

(Page 4 of ~5) rY
,~
r' ~~
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I I~~ ~I! 18I~ l~ Ili ICI I~ l8h ll~ 1811 I>III I1BI 8lN ~a ~U
Image ID: 00000104pe2g ofp5• CRP
~K2522 P~404
I cerii that the foYlow~ag person(s) personally appeared before me this day, each
acknowle g ng tome thd/rl~re.~or she voluntarily signed the foregoing document for the purpose
stated therein~and in the apaclty indicated: Joseph E. Thomas.
.~ n
Date O 2~ ~~~~~ Ir ~~
~._ ~ ~ Sig ure of Notary Public
\P• Pa vso~• ,Notary Public
or ed ame
imis i n-~x3ire~s: 1 b l -t J Lc.~-~
(Official.Seal)
, :','~ D/yfis ~ r 1. ~~:; .:~
;;` `gyp -*: t1~., trr`:~,,,:~
;'F' :oi''C .':Q'~~~M~iv;
!?' !~! .1111 ~
stamp must appear within this box.

NBMAIN\696272\1
4

(Page 5 of '5)
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Imape ID: 000001045826 Type: CRP
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ROBERT NI. CHILES ~ ,, i
_NGINE:RS, CONSULTS ~
MARINE SURVEYOR: rU - ..
417-A BROAD ST. ~
P.O. BOX 3496 rU
NEW BERN, NORTH CAROLINA 28564-3496 ~ Postage
February 20, 20C ~-
~ Certified Fee
Certified Mail Receipt No. 7005 1 160 0004 2 7224, 4~ q-(Endo sernemReG~i ed>
.. ~. '~.,,/~.GS
~~ '~° '^'~°" .Restricted gelivery Fee
u,.~" ~ (Endotsem,~t Required)
Mr. Charles E. Burnell, Jr. ;tl!E`t`t `,~~ ~'t ~''~$!~~~ rotafPostage&Fees
Vice President -Real Estate
North Carolina Railroad Company ~UT~I~~~~
2809 Highwoods Blvd., Suite 100 ~Y~
Raleigh, NC 27604-1000
a i "7 tsw
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Re: CAMA Major Permit Application Notification
Enclosure: (1) Copy of Division of Coastal Management Forms MPI, MP2, MP3 and MP4, with
drawings CAMA Permit Application for Bridge Pointe Development, LLC, depicting
existing and proposed conditiohs, prepared by Robert M. Chiles, P.E.
Dear Mr. Burnell:
On behalf of our client, Bridge Pointe Development, LLC, we are providing enclosure (1) for your
review and comment. Craven County records indicate that North Cdrolina Railroad Company owns
property on the Trent River that is adjacent to our client's property where it reaches the river. That makes
North Carolina Railroad Company ari adjacent_riparian property owner.
In compliance with the Division of Coastal Management (DCM) 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 their notification to provide comments`.
The proposed project involves the renovatiorT and repair of the existing marina structures,
construction of new docks for 20 vessels, and the addition of side-to docking along portions of the
bulkheaded waterfront.
If you have any comments, please direct them to Mr. Jonathan Howell at the North Carolina
Division of Environment and Natural Resources (NCDENR), Division of Coastal Management (DCM), 400
Commerce Ave, Morehead City, NC 28557. Indicdte clearly that your comments regard this project.
Should you have any questions, contact either DCM at [phone] or our office at 637-4702.
Very truly yours,
O ERT M. ~+`LES, P.E._
Michael L. Rice, P.E.
M=C ^i4N!C A:. C!~91. ANA MK"?l~ _NGI:'J=_~!'~'~
FOR_NS!C =Nv6N~ER!NG -Np F4L' C~21 4!Ja~_~•StS
nn4a!n~ -1YpROGPA?NIC h~~D ,hNC SU2v:YS
COnatitERCIAI. IND:;SRI4L ~~aRINE hN~ R4ILRCA~ -ACILIT!eS C~S!GN
30'JN~.R= SL~?~,:~YS :.NC rs,4?'~N ; SER~'CE

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'~ ROBERT M. CHILI ~
~NCINESRS, coNSUI ~
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MARINESURVEYC rl.l
417-A BROAD ST. ~
P.O. BOX 3496 ~
NEW BERN, NORTH CAROLINA 28564-3496 ~
February 20. 21 ~ Certified Fee
a
~ Return Receipt Fee
Certified Mail Receipt No. 7005 1 160 0004 9282 7194 ~ (Endorsement Required)
NC Department of Transportation
Mr. Aaron Everett, District Engineer
209 So. Glenburnie Rd.
New Bern, NC 28560-2741
Re: CAMA Permit Application Notification
~ Restricted Delivery Fee
...~ (Endorsement Required)
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Enclosure: (1) Copy of Division of Coastal Management Forms MP1, MP4, and MP6, with drawings
DeGraffen Riverfront Community and Yacht Club at Bridge Pointe for Bridge Pointe
Development, LLC, Proposed Marina Expansion depicting existing and proposed
conditions, prepared by Robert M. Chiles, P.E.
Dear Mr. Everett:
On behalf of our client, Bridge Pointe Development, LLC, we are providing enclosure (1) for your
review and comment. Craven County records indicate that NCDOT owns property on the Trent River that
is adjacent to our client's property where it reaches the river. That makes NCDOT an adjacent riparian
property owner.
. In compliance with the Division of Coastal Management (DCM) application process, we are
required to notify adjacent riparian property owners ofi the proposed project and inform them that they
have 30 days from receipt of their notification to provide comments.
The proposed project involves the renovation and repair' of the existing marina structures,
construction of new docks for 20 vessels, and the addition of'side-to docking along portions of the
bulkheaded waterfront.
If you have any comments, please direct them, to Mr. Jonathan Howell at the North Carolina
Division of Environment and Natural Resources (NCDENR), Division of Coastal Management (DCM), 400
Commerce Ave, Morehead City, NC 28557. Indicate clearly that your comments regard this project.
Should you have any questions, contact either DCM at [phone] or our office at 637-4702.
Very truly yours,
OBERT M. RILES, P.E.
~,
~~ '~
r~lichael L. Rice, P.E.
M.CH.iNIGAL :'~'!L. A!`1D MA=!N: EN;iINEE3!NG
~.OMMERGiAL. UvCUSTR!AL MARINE, 4NC RAILRO AC FACILITIES CE$IGN
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417-A BROAD ST.
P.O. BOX 3496
NEW BERN, NORTH CAROLINA 28564-3496
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ROBERT M. CHILES, ; n.f ~ • - ,
ENGINEERS, CONSULTAN ~
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MARINE SURVEYORS ~ ~ ~ .,~~ • _
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Postage $
February 20, 2007 p Certified Fee
p
p Return Receipt Fee
Certified Mail Receipt No. 7005 1 1 60 0004 9282 7200 L~ (Endorsement Required),
kr~ 'R'°'"4 ~,"", Y""'T g ~4'^ a.~.flest Delivery Fee
~ - , -A (Endorses t Required)
i' ~~.
Mr. Harold V. Thompson , v' ... ~ ~~ ~ ~°,~l P~ga & Fees $
Norfolk Southern Corporation ~ ,. enrro _
Design 8~ Construction Engineering Department h'~~Y' `7 ;~ 1~; _
~ Street, Apt. No.; -~""-"-'-"~-°,
1200 Peachtree Street, NE or POeoxNo. (200 -~~,
- ------- -------
Atlanta, Georgia 30309-3579 +4 -'-----
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Re: CAMA Major Permit Application Notification
Enclosure: (1) Copy of Division of Coastal Management Forms MP 1, MP2, MP3 and MP4, with
drawings CAMA Permit Application for Bridge Pointe Development, LLC, depicting
existing and proposed conditions, prepared by Robert M. Chiles, P.E.
Dear Mr. Thompson:
On behalf of our client., Bridge Pointe Development, LLC, we are providing enclosure (1) for your
review and comment. Craven County records indicate that NS Corporation owns property on the Trent
River that is adjacent to our client's property where it reaches the river. That makes NS Corporation an
adjacent riparian property owner.
In compliance with the Division of Coastal Management (DCM) applicafion 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 their notification to provide comments.
The proposed project involves the renovation and repair of the existing marina structures,
construction of new docks for 20 vessels, and the addition of side-to docking along portions of the
bulkheaded waterfront.
If you have any comments, please direct them to Mr. Jonathan Howell at the North Carolina
Division of Environment and Natural Resources (NCDENR), Division of Coastal Management (DCM), 400
Commerce Ave, Morehead City, NC 28557. Indicate clearly that your comments regard this project.
Should you have any questions, contact either DCM at [phone] or our office at 637-4702.
Very truly yours,
BERT M. CHILES, P.E. ,
,~/, l~ia
Michael L. Rice, P.E.
n4~CHANK4L. GvIL. AN'D /dA31N= °NvIN_c?INv
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CITY OF NEW BERN ,':' ~°~?'CFf
CONDITIONAL USE PERMIT GRANTED ~.
On the date(s) listed below, the Board of Alderman for the City of New Bern met
and held a public hearing to consider the following application:
Owner/Applicant: Bridge Pointe Development, LLC (application dated February 22,
2006; as amended March 28, 2006)
Property Location: 1004 Howell Road, New Bern, N.C. ("Bridge Pointe HoteUMarina
Site")
Proposed use of property: Multi-family residential use
Meeting date: March 28, 2006
Having heard all the evidence and argument presented at the hearing, the Board
finds that the Applicant has offered competent, material, and substantial evidence to satisfy the
i
six (6) elements established in Code Section 15-56(d) for the issuance of a conditional use permit as
follows:
(1) The requested pemtit is within the Board's jurisdiction according
I
to Section 15-146 of the Code of the City of New Bern and all relevant sections of the Code of
the City of New Bern.
(2) The Applicant's application for a conditional use permit is
complete.
(3) If completed as proposed in the application, the development will
comply with all of the requirements of the City's Land Use Ordinance, Appendix A of the City
Code.
(4) The use of the Subject Property will not materially endanger the
public health or safety if located where proposed and developed according to the plan as
submitted and approved.
(5) The use of the Subject Property will not substantially reduce the
value of adjoining or abutting property.
(6) The location and character of the use of the Subject Property, if
developed according to the plan submitted and approved, will be in harmony with the area in
which it is to be located and in general conformity with the plan of development of the City in

4(
1. ~~y .....r: S~..i ~S ~ ~ ~ S f
~,,1Y G c3 !_~J!i!
N6c~r~~~~~d ~"~~ ~~
that the proposed use of the Subject Property is permitted by tl~e City's Table of Permissible
Uses.
This Conditional Use Permit is subject to all applicable provisions of the Land
Use Ordinance, as well as the following condition: The Applicant shall dedicate and construct a
public, pedestrian walkway along the Trent River waterfront from the North Carolina
Department of Transportation right-of-way at the Trent River Bridge to the northwestern
boundary of the subject property near the North Carolina Rai] Road right-of-way, generally as is
depicted on the drawing attached hereto as Exhibit A, which walkway shall be constructed of
brick, concrete, wood, or such other material and at such location as shall be approved by state
and federal environmental regulations and requirements. The pedestrian walkway easement shall
be conveyed by the Applicant to the City by Easement and Agreement substantially in the form
of Exhibit B attached hereto, such easement to become effective and be delivered to the City
upon (a) the completion and opening to public use of the presently planned new Trent River
Bridge containing a pedestrian walkway thereon of not less than six (6) feet in width crossing the
Trent River and with a protective barrier from the vehicular lanes of travel over said bridge and
(b) completion of Building 3 as described on the application for this permit, such completion to
be evidenced by the request for a Certificate of Occupancy from the City by the owner of such
building.
IN WITNESS WHEREOF, the City of New Bern has caused this permit to be
issued in its name and the applicant and all of the property owners of the property above
described, do hereby accept this Conditional Use Permit, together with all its conditions, as
binding on them and their successors in interest.
Ordered as of the 28th day of March, 2006.
YOR
CITY ERK
050922-0(1001-00 I 2
NBMAIM67987412

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bEGMFNT A-B: Width of 8'-0" with a
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~~ ~- of the 8' width. Surface materials eo be
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' ,~EGMENT_ _ Dom: Width of 8'-0".
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' Stuface materials to be concrete, brick,
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SEGMENT E-F: Width.to vary Crum a
minimum of 7'-0". Surface materials w
be concrete, brick or a combination
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thereof.
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minimum of 7'-0". Surface materials to
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Zloces:
(1) Drawing not to scale.
.
• ~ (2) Width in excess of 6'-0" of
Segments A-B and B~ are
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__-_-- subject to approval by NCDENR
"'- -- - and LAMA. Owner to make
application for increased widths
' ~ norlaterthan June 30, 2007.

' (3) All grade levels, locations of
F ' G - ~ t benches. trees, landscaping and
walkway arrfaces to be'
t determined by Owner.
^~
eo~ .a o eo. taa
BRIDGE POINTS
CONDOMINIUMS Walkway Easement
New Beth, North Carolina TMv p~„ ,. ra, um..„aMr r~.r»*. o~ty..ea u .~etaa b e,.~. ~ ~ S ~ 6
n.cc: or. ro.os

WARD ANn DAVIS, LLP
ALPRBD D. WARD
ALFRED D. WARD, J R. `.. ---~ c ?, .+~v ~""~~' ~ti~ 109 PO
JOHN AJ. WARD ` ,q ''~ u-OCIC S7REET
MICHAEL w ~ r ..i 'd,~ $ y ? ' PO DRAWER 1~2!
SCOTT DAVIS "a`1
;v P , NRW BERN, NC 2ESt,'
I. CLAA[ WRIGHT,)R. . ,rte
+~`,.~ '~w`751.611110t PAX 2S2.6y}Kpp
May 1S,~F2006 ~jaat ~ `~ 'l,(3~ da~~saQwudanddavis.corn
HAND DELIVERED [(11'fv~~t~~ ~i6~~ ~~sr'
Robert M. Chiles, P.E.
417 Broad Street
New Bern, N. C. ?8560
Re: Bridge Pointe Development, LLC
1004 1 Lowell Road, New f3ern,'N.C. ("Bridge Pointe Hotel/Marina Site"
Dear Bob: ~
This letter is to advise that tl~e City of New Bern is prepared to provide water
the above-referenced properey for the developmcllt of a 300-unit condominium~d sewer service to
The City's obligation to pro\ ide water and sewer service to the above-refere and manna project.
evidenced by a written agreement bet \veen the p~u'ties. need ro ert is
p P Y ~ further
Tf you have any further questions, ple~>se do not hesitate to contact me.
Kindest regards.
Yours ver truly,/
/;
""~ ~.~'_
MICHAEL SCOTT DAVIS
MSD/sd
Pe: Walter B'. Hartman, Jr., City Manager '
David Muse, P.E.. City Engineer

~`
DEGRAFFEN YACHT CLUB .-.
PROPOSED MARINA EXPANSION
(See Sheet Names Below) `~ i~rl~'Y' ~ ~ 'C,~j
FOR
RIVERFRONT INVESTORS, LLC
prepared by ~ll~rehead City ~ ~.~ ..
ROBERT M. CHILES, P.E.
MARINA 1.00: Existing Conditions
MARINA 1.10 : Proposed Conditions
MARINA 1.20 : Proposed Maintenance Dredging
DRAWINGS