119-15 Town of Belville

Permit Class
NEW
STATE. OF NORTH CAROLINA
Department of Environmental Quality
and
Coastal Resources Commission
,Permit
for
X Major Development in an Area of Environmental Concern
pursuant to NCGS 113A-118
Excavation and/or filling pursuant to NCGS 113-229
Permit Number
119-15
Issued to Town of Belville 497 Old Waterford Way, Suite 205, Belville, NC 28451
Authorizing development in Brunswick County at adjacent to the Cane Fear River, 570-580
River Road in Belville , as requested in the permittee's application dated 5/29/15 (MP-1, MP-4)
and 7/9/15 (MP-3) including attached workplan drawings (10), as referenced in Condition No. 1 on this permit.
This permit, issued on October 20, 2015 , is subject to compliance with the application (where
consistent -with the permit), all applicable regulations, special conditions and notes set forth below. Any violation
oI tnese terms may tie sunlect to tines,
or civil action; or may cause me permit to oe nmi anu voiu.
NOTE: In accordance with commitments made by the permittee, and to address cultural resource
concerns, the proposed observation deck indicated in the attached permit application and
workplan drawings is hereby deleted. .
1) Unless specifically altered herein, this permit authorizes the construction of a boardwalk/walking trail
system and one pier on the Cape Fear River, within the Brunswick Riverwalk at Belville, all as.
depicted in the attached permit application and workplan drawings: 10 dated 7/9/ 15 C.1.1, C.3.1,
C.4.1, C.4.2, C.4.3, C.4.41 C.4.5, C.4.7, C.5.1, and C.6.1.
(See attached sheets for Additional Conditions)
This permit action may be appealed by the permittee.or other
qualified persons within twenty (20) days of the issuing date.
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, 2018
In issuing this permit, the State of North Carolina agrees that
your project is consistent with the North Caro',ins Coastal
Management Program.
Signed by the authority of the Secretary of DEQ and the
Chairman of the Coastal Resources Commission.
Braxton C:. Davis, Director
/fVDivision of Coastal Management
This permit and its conditions are hereby accepted.
Signature of Permittee

Town of Belville
ADDITIONAL CONDITIONS
Fishing Pier
Permit No..119-15
Page 2 of 4
2) This permit authorizes only the fishing pier 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 pier without permit modification. No non -water dependent uses of
structures shallbe conducted on, in or over Public Trust waters without permit modification.
3) 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.
4) Any portion of the permitted fishing pier built over Coastal Wetlands shall not exceed six feet in width
and shall be elevated a minimum of three feet over the wetland substrate as measured from the bottom of
the decking.
5) 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 visibleduring hours of darkness or
inclement weather.
6) This permit does not authorize any formalized boat slips.
7) 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.
8) The authorized project is located within a primary nursery area (PNA). Therefore, in accordance with .
T 15A:07H.0208 of the Rules of the Coastal Resources Commission, no new dredging or excavation
within the PNA shall be permitted. Dredging in any manner, including "kicking" with boat propellers, is
not authorized. This prohibition shall be applied and enforced throughout the entire existence of the
permitted structure.
9) In order to further protect the endangered West Indian Manatee, Trichechus manatus, the applicant must
implement the U.S. Fish & Wildlife Service's Guidelines, and strictly adhere to all requirements therein.
The guidelines can be found at htt( ://www.fws.govinc-es/mannrtal/manatee euidelines.ndf.
Boardwalk
10) The portions of the authorized boardwalk located over Coastal Wetlands shall be no wider than eight
feet and shall be elevated at least three feet above the coastal wetland substrate as measured from the
bottom of the decking.
11) The portions of the authorized boardwalk not located over Coastal Wetlands, but located within 30 feet
of the normal high water level shall be slatted, wooden, and elevated.

Town of Belville Permit No. 119-15
Page 3 of 4
ADDITIONAL CONDITIONS
Upland Development
12) Unless specifically altered herein, this permit authorizes the grading and other land disturbing activities
associated with the development of the above referenced property, including the trails, boardwalks, and
walkways, all as expressly and specifically set forth in the attached permit application and work
drawings.
Cultural Resource Protection
13) Prior to the initiation of any land -disturbing activities located on high ground authorized by this permit,
the permittee shall, in coordination with the N.C. Department of Natural and Cultural Resources
(NCDNCR), develop and implement an archaeological survey of the proposed project area. Initiation of
permitted land -disturbing activities shall not begin until written -approval is obtained from NCDNCR, and
a copy of such approval has been submitted to the Division of Coastal Management.
Stormwater Management
14) The Division of Energy Mineral and Land Resources approval of this project under stormwater
management rules of the Environmental Management Commission is covered by way of Stormwater
Permit No. SW8150718, which was issued on 8/5/15. Any violation of the permit approved by the
DEMLR shall be considered a violation of this CAMA permit. , .
Erosion & Sedimentation Control
NOTE: An Erosion and Sedimentation Control Plan will be required for this project. This plan must be
filed at least thirty (30) days prior to the beginning of any land disturbing activity. Submit this
plan to the Department of Environmental Quality, Land Quality Section, 127 Cardinal Drive Ext,
Wilmington, NC 28405.
15) In order to protect water quality, runoff from construction shall not visibly increase the amount of
suspended sediments in adjacent waters.
16) A ground cover sufficient to restrain erosion. shall be provided within 30 calendar days of any phase of
grading on cut or filled slopes.
General
17) The permittee and/or his or her contractor shall meet with a representative of the Division prior to
project initiation.

Town of 1Belville
ADDITIONAL CONDITIONS
Permit -No. 119-15
Page 4 of 4
18) 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.
19) No excavation or filling of any open water area or vegetated wetlands is authorized by this permit.
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: It is recommended that the permittee contact the N.C. Department of Transportation NCDOT)
prior to the initiation of development to ensure that all activities are consistent with NCDOT
right of way requirements.
NOTE: The U.S. Army Corps of Engineers assigned the proposed project Action ID No. SAW-2012-
02046.
NOTE: The N.C. Division of Water Resources authorized the proposed project by way of General Water
Quality Certification 3900 and assigned the project DWR Project No. 15-0780.
NOTE: Future development of the permittee's property may require a modification of this permit.
Contact a representative of the Division at (910). 796-7215 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: An application processing fee of $400 was received by DCM for this project.

®@M W54
PLICATI®N Ior
Major Development Pamil
(last revised 12/27106)
North Carolina DIVISION OF COASTAL MANAGEMENT
1 PnmaryA Hcant/Landowne lnforinaf�on
Business Name -
Project Name (if applicable)
Town Of Belville
Brunswick Riverwalk At Belville
Applicant 1: First Name
MI
Last Name
Athina
Williams
Applicant 2: First Name
MI
Last Name
If additional applicants, please attach an additional page(s) with names listed. -
Mailing Address
PO Box
City
-
State
497 Olde Waterford Way, Suite 205
Belville
NC
ZIP
Country
Phone No.
FAX No.
28451
USA
910-371-2456 ext.
910-371-2474
Street Address (if different from above)
City
State
ZIP
Email
[e-mail]
2. Actenf%Contractorinformatlon
Business Name
Cavanaugh & Associates
Agent/ Contractor 1: First Name
MI
Last Name
Jeff
P
Cappadona
Agent/ Contractor 2: First Name
MI
Last Name
Mailing Address
PO Box
City
State
1904 Eastwood Rd., Suite 205
Wilmington
NC
ZIP
Phone No. 1
Phone No. 2
28403
910 - 392 - 4462 ext.
ext.
FAX No.
Contractor #
910 392 4612
Street Address (if different from above)
City
State
ZIP
Email
[e-mail]
<Form continues on back>
RECEIVED
DCM WILMINGTON, NC
252-808-2808 :: 1-888-4RCOA9ST :: www. nccoastal management. net

Form DCM MP-1 (Page 2 of 5)
APPLICATioN foC-
Major Development Permit
Y.
3' :Rro�ecf Location
County (can be multiple)
Street Address
State Rd. #
Brunswick
580 River Road, 570 River Road
NC 133
Subdivision Name
city
State
Zip
N/A
Belville
NC
28451 -
Phone No.
Lot No.(s) (if many, attach additional page with list)
910-371-2456 ext.
038FA01301,038FA01302,
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
Cape Fear river basin, nearest to Brunswick River
t! e f-eA f .
c. Is the water body identified in (b), above, natural or manmade?
d. Name the closest major water body to the proposed project site.
®Natural ❑Manmade ❑Unknown
Brunswick River
a. Is proposed work within city limits or planning jurisdiction?
f. If applicable, list the planning jurisdiction or city limit the proposed
®Yes ❑No -
work falls within.
Town Of Belville
4 Sfte Description
a Total length of shoreline on the tract (ft.)
b. Size of entire tract(sq.ft.)
4,813
891,640
c. Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high water) or
418,772. 472,868,
NWL (normal water level)
(If many lot sizes, please attach additional' page with a list)
15 _ ®NHW or ❑NWL
e. Vegetation on tract
404 wetlands, 401 coastal wetlands
I. Man-made features and uses now on tract
The existing site includes an existing park built in the 1990s that includes a parking lot, playground areas, a restroom
building, as well as an observation deck on the southern side of the property. The recently approved CAMA Minor Permit
allowed for the construction of a new educational pavilion near the shore of the Brunswick River.
g. Identify and describe the existing land uses adlacent to the proposed project site. -
South - Proposed to be a subdivision (Hawkeswater) with a marina. The site is currently under development.
North - Owned by NCDOT. The large majority of the property is wetlands, and a small portion of the property (approx. 20%)
is used as NCDOT offices/storage.
h. How does local government zone the tract?
i. Is the proposed project consistent with the applicable zoning?
R-10 Residential District
(Attach zoning compliance certificate, if applicable)
®Yes ❑No ❑NA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? ❑Yes ®No
k. Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. ®Yes []No ❑NA
If yes, by whom? UNCW Anthropology Department
I. Is the proposed project located in a National Registered Historic District or does it involve a ❑Yes ®No ❑NA
National Register listed or eligible property?
<Form continues on next page>
RECEIVED
DCM WILMINGTON, NO
Ian_ � ant
262-808-2808 :: 9.888.4RCOA5T :: www.nccoostaimanagement.net

Posm DCM MP-1 (Page 3 of 5)
APPLICATION for
Major Development Permit
m. (i) Are there wetlands on the site? SYes ONO
(ii) Are there coastal wetlands on the site? SYes ONO DECEIVED
(III) If yes to either (i) or (ii) above, has a delineation been conducted? SYes ONO AUG 14 1015
(Attach documentation, if available)>/f.yay;,i 61Iv
n. Describe existing wastewater treatment facilities.
The site is currently served by a restroom building, built in the 1990s, which discharges waste to the on -site septic system.
o. Describe existing drinking water supply source.
The site is served by several water fountains, which are sourced by the waterline on NC 133. The waterline connections
were made with the construction of the original park in the 1990s.
p. Describe existing stone water management or treatment systems.
The existing park is permitted under SW8 940517, which includes a wet detention basin that handles the runoff from the
existing parking lot.
5. Activities and Impacts
a. Will the project be for commercial, public, or private use? ❑Commercial EPublidGovernment
❑Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
The project will be broken into phases, and this application is for the first phase. Phase I will take place on the existing park
property and the property adjacent to and north of the existing park property. Phase II of the project will occur adjacent to
and north of Phase I. New facilities planned for Phase I will include an approx. 3,400' walking trail heading northward along
the marsh boundary of the Brunswick River, which will consist of approx. 740' of/." minus limestone trail, approx. 1,229 of
improved natural surface trail, and approx. 1,400' of wooden pedestrian walkways where necessary. Additionally, Phase I
will also include an observation deck located near the recently constructed educational pavilion, as well as a 125' long fishing
pier located near the existing parking lot. The trails will start near the existing parking lot and continue to the Phase I / Phase
II boundary, at which point the trail will return parallel to NC 133 and loop back around to its starting point. Phase II of the
project (to be designed and permitted at a later date) will include additional walking trails that will connect to the Phase I trails
at the Phase I / Phase II boundary, which will lead northward to a future kayak/canoe launch facility with limited parking at
the northern edge of the property. Future plans for the park also include a restaurant building, to be located adjacent to the
existing park parking lot, which will also include several shops.
Since the Belvilie Elementary School will be located directly across the street from the park, the students of the school will be
able utilize the park for educational purposes. The walking trails will include educational signs identifying the flora and
indigenous fish species and their relevance to the habitat. The Town envisions live and interactive classes for the children
on science, botany, and environment and the importance of tidal marshlands on the habitat.
The park will be open to the public during daylight hours for everyone to utilize the proposed trail system, observation deck, and
fishing pier, as well as the existing infrastructure at the park (playgrounds, etc.).
c. Describe the proposed construction methodology, types of construction equipment to be used during construction, the number of each type
of equipment and where it is to be stored.
The trails will involve minimal disturbance, where it is expected that the contractor will choose to utilize small grading
equipment (such as a Bobcat) in order to qompact the natural surface ps appropriate. The proposed wooden pedestrian
walkways, observation deck, and fishing pier (design by KCI Associates) will be supported by piles to be driven by a pile
driver capable of meeting the depths required by the structural engineering design. It is expected that the piles for the
observation deck and fishing pier will need to be driven by the use of a barge.
RECEIVED
DCM WILMINGTON, NO
u II 1 2-Z019
252-808-2808 :: 1-888-4RCOAST :: www.nccoastalmanagement.net

Form DCM MP-1 (Page 4 of 5)
APPLICATION for'
Major Development Permit
d. List all development activities you propose.
The project will be broken into phases, and this application is for the first phase. Phase I proposes approx. 3,400' walking trail
heading northward along the marsh boundary of the Brunswick River, which will consist of approx. 740' of %:' minus
limestone trail, approx. 1,220' of improved natural surface trail, and approx. 1,400' of wooden pedestrian walkways where
necessary. Additionally, Phase I will also include an observation deck located near the recently constructed educational
pavilion, as well as a 125' long fishing pier located near the existing parking lot. Phase 11 of the project (to be designed and
permitted at a later date) will include additional walking trails that will connect to the Phase I trails at the Phase I / Phase II
boundary, which will lead northward to a future kayak/canoe launch facility with limited parking at the northern edge of the
property. Future plans for the park also include a restaurant building, to be located adjacent to the existing park parking lot,
which will also include several shops.
e. Are the proposed activities maintenance of an existing project, new work, or both? New work
f. What is the approximate total disturbed land area resulting from the proposed project? 1.89 ❑Sq.Ft or ®Acres
g. Will the proposed project
encroach on any public easement, public accessway or other area []Yes ®No ❑NA
that the public has established
use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
The site's existing stormwater permit (SW8 940517) includes a wet detetion basin that discharges to the Brunswick River (N
34dl3'15.50"N, 77d58'51.29'W. The site also includes two 36" RCP parallel culverts that flow under NC 133 and discharge
to the Brunswick River (34d13'28.80"N, 77092.41"W). The proposed development does not propose any additional
discharges to the waters of the state.
I. Will wastewater or stormwater be discharged into a wetland? ❑Yes ®No ❑NA
If yes, will this discharged water be of the same salinity as the receiving water? []Yes []No ❑NA
j. Is there any mitigation proposed? []Yes ®No ❑NA
If yes, attach a mitigation proposal.
<Form continues on back>
6. Additional Information
In addition to this completed application form, (MP-1) the following items below, if applicable, must be submitted in order for the application
package to be complete. Items (a) - (0 are always applicable to any major development application. Please consult the application
instruction booklet on how to properly prepare the required items below.
a. A project narrative.
b. An accurate, dated work plat (including plan view and cross -sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed.
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties.
e. The appropriate application fee. Check or money order made payable to DENR.
f. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such
owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in
which to submit comments on the proposed project to the Division of Coastal Management.
Name Hawkeswater (Brad Brundage, D.R. Horton, Inc.) Phone No. [phone]
Address 4073 Belle Terre Blvd, Myrtle Beach, SC 29579.
Name NCDOT (Ben Hughes) Phone No. [phone]
Address 300 Division Dr., Wilmington, NC 28401
Name Phone No.
Address
RECEIVED
DCM WILMINGTON, NO
252-808-2808 .. 1.888-41RCO AST ., www.nccoastalmanagement.net

Fotm DOM MP-1 (Page 5 of 5)
APPLICATION for
Major Development Permit
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
SW8 940517
BE 14-01
h. Signed consultant or agent authorization form, If applicable.
I. Wetland delineation, if necessary.
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner)
k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1-10). if necessary. If the project involves expendlture
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act.
7. Certification and Permission to Enter on Land
I understand that any permit issued in response to this application will allow only the development described in the application.
The project will be subject to the conditions and restrictions contained in the permit.
I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to
enter on the aforementioned lands in connection with evaluating information related to this permit application [ftFfpjv-up
monitoring of the project.
I further certify that the information provided in this application is truthful to the best of my knowledge. AUG 14 1015
Date May 29, 2015 Print Name Athina Williams
Signature
Please indicate application attachments pertaining to your proposed project.
®DCM MP-2 Excavation and Fill Information ❑DCM MP-5 Bridges and Culverts
®DCM MP-3 Upland Development
®DCM MP-4 Structures Information
�rdwti� ;�ry
RECEIVED
DCM WILMINGTON, NC
252-808-2808 .. 1.888.4RCOAST .. www.ncconstaimanagement.net

Form DCM MP-3 RECEIVED
UPLAND DEVELOPMENT AUG 42015
w..a4,�C
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
;ENERAL UPLAND DEVELOPMENT
a. Type and number of buildings, facilities, units or structures
proposed.
4 proposed structures:
(1) Pedestrian Walkway #1
(2) Pedestrian Walkway #2
(3) Pedestrian Walkway #3
(4) Equipment storage facility (future)
c. Density (give the number of residential units and the units per
acre).
N/A
e. If the proposed project will disturb more than one acre of land, the
Division of Land Resources must receive an erosion and
sedimentation control plan at least 30 days before land -disturbing
activity begins.
(i) If applicable, has a sedimentation and erosion control plan been
submitted to the Division of Land Resources?
®Yes []No ❑NA
(ii) If yes, list the date submitted: Same date as this submittal
g. Give the percentage of the tract within the coastal shoreline AEC to
be covered by impervious and/or buiit-upon surfaces, such as
pavement, building, rooftops, or to be used for vehicular driveways
or parking.
1.98% (includes exisitng impervious area)
I. Give the percentage of the entire tract to be covered by impervious
and/or bulk -upon surfaces, such as pavement, building, rooftops,
or to be used for vehicular driveways or parking.
11.53%
I. Describe proposed method of sewage disposal.
The exisitng pavilion building was built with an unfinished
bathroom to be connected in the future. The plans
submitted with this permit application show future water
and sewer service lines; the bathroom will connect to
the future grinder pump station and be routed along the
sewer service line to the existing forcemain on NC 133
b. Number of lots or parcels.
2
d. Size of area to be graded, filled, or disturbed including roads,
ditches, etc.
1.89 acres (limits of disturbance)
f. List the materials (such as marl, paver stone, asphalt, or concrete)
to be used for impervious surfaces.
(1) 3/4" minus limestone, (2) Improved natural surface trail
h. Projects that require a CAMA Major Development Permit may also
require a Stonnwater Certification.
(i) Has a site development plan been submitted to the Division of
Water Quality for review?
®Yes []No ❑NA
(ii) If yes, list the date submitted: Same date as this submittal
(this has been interpreted to mean a Stormwater
Management Permit)
k. Have the facilities descdbed in Item (i) received state or local
approval?
®Yes ❑No ❑NA
If yes, attach appropriate documentation.
DCM RECEIVED
ON, NO
I. Describe location and type of proposed discharges to waters of the m. Does the proposed project include an Innovative stoimwater pp state (e.g., surface runoff, sanitary wastewater, industrial/ design? JUL �. 20�d
commercial effluent, 'Wash down" and residential discharges).
252-808-28082 :: 1-888.4RCOAST :: vvww.nccoastalmanagement.net
revised: 12126/06

Form DCM MP-3 (Upland Development, Page 2 of 2)
The only "discharge" to waters of the state will come from
surface runoff in the form of sheet flow across the
proposed natural surface trails. The trails will be at
least 50' from the mean high water line in order to meet
stormwater permitting requirements for impervious area
(while it could be argued that a natural surface trail is
not impervious, per previous scoping meetings for this
project the Town agreed to meet the 50' vegetative
buffer, which fits the vision of the park as being an
environmentally friendly area for the citizens to enjoy).
m. Describe proposed drinking water supply source (e.g., well,
community, public system, etc.)
Public system (future)
o. When was the lot(s) platted and recorded?
August 20, 1947
,mil qI v01
Date
Brunswick Riverwalk At Belville Phase l
Project Name
Athina Williams, Town Administrator, Town of Belville
Applicant me
Applicant Signature
If yes, attach appropriate documentation.
n. (i) Will water be impounded? []Yes ®No ❑NA
(11) If yes, how many acres?
p. If proposed development is a subdivision, will additional utilities be
installed for this upland development?
❑Yes ❑No ®NA
,
RECEIVED
DCM WILMINGTON, NC
JUL 1. �3 2019
252.808-2808 :: 11-888-4RCOAST v www nccoastalmanaeement.net
revised: 12/26/06

Form DCM MP-4
RECEIVED
STRUCTURES AUG 141015
(Construction within Public Trust Areas) oeliAM6, i„µv
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
1. DOCKING FACILITY/MARINA CHARACTERISTICS
a. (i) Is the docking facilty/marina:
[]Commercial ®PublictGovernment ❑Private/Community
❑This section not applicable
It. (i) Will the facility be open to the general public?
®Yes ❑No
c. (i) Dock(s) and/or pier(s)
d. (i) Are Finger Piers included? ❑Yes ONO
(ii) Number 2
If yes:
(iii) Length 90'. 210'
(ii) Number
(iv) Width 10% 10'
(Ili) Length
(v) Floating []Yes ONO
(iv) Width _
(v) Floating []Yes []No
e. (i) Are Platforms included? ®Yes ❑No
f. (1) Are Boatlifts included? ❑Yes ONO
If yes:
If yes:
(ii) Number 2
(ii) Number
(Ili) Length 48'. 48'
(Ili) Length
(iv) Width 10_,10'
(iv) Width
(v) Floating []Yes ONO
Note: Roofed areas are calculated from ddpline dimensions.
g. (i) Number of slips proposed
In. Check all the types of services to be provided.
0
❑ Full service, including travel lift and/or rail, repair or
—
(ii) Number of slips existing
maintenance service
Dockage, fuel, and marina supplies
0
❑ Dockage ('Wet slips') only, number of slips:
❑ Dry storage; number of boats:
❑ Boat ramp(s); number of boat ramps:
® Other, please describe:
Will be used as observation deck and fishing pier
i. Check the proposed type of siting:
❑ Land out and access channel
[]Open water; dredging for basin and/or channel
®Open water, no dredging required
[]Other; please describe:
k. Typical boat length: N/A
m. (i) Will the facility have tie pilings?
❑Yes ONO
(ii) If yes number of tie pilings?
j. Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types).
N/A
I. (1) Will the facEV be open to the general public?
®Yes No
RECEIVED
DCM WILMINGTON, NC
JUL 2 7 2015
252.808-2808 :: 1-888-4RCOAST :: wwvvnccoastal management. net revised: 12127/06

Form DCM MF-4 (Structures, Page 2 of 4)
2. DOCKING FACILITY/MARINA OPERATIONS ❑This section not applicable
a. Check each of the following sanitary facilities that will be included in the proposed project.
❑ Office Toilets
❑ Toilets for patrons; Number: _; Location:
❑ Showers
❑ Boatholding tank pumpout; Give type and location:
b. Describe treatment type and disposal location for all sanitary wastewater.
N/A
c. Describe the disposal of solid waste, fish offal and trash.
N/A
d. How will overboard discharge of sewage from boats be controlled?
N/A
e. (i) Give the location and number of "No Sewage Discharge' signs proposed.
N/A
(ii) Give the location and number of "Pumpout Available" signs proposed.
N/A
I. Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products.
N/A
g. Where will residue from vessel maintenance be disposed of?
N/A
h. Give the number of channel markers and 'No Wake' signs proposed. NIA
I. Give the location of fuel -handling facilities, and describe the safety measures planned to protect area water quality.
N/A
j. What will be the marina policy on overnight and live -aboard dockage?
N/A
k. Describe design measures that promote boat basin flushing?
N/A
I. If this project is an expansion of an existing marina, what types of services are currently provided?
N/A
RECEIVED
m. Is the marina/docking facility proposed within a primary or secondary nursery area? DCM WILMINGTON, NC
®Yes ❑No JUL 2 7 2015
d
T� c r.
252-808-2808 :: 1-y88.4RC ST :: www.nccoastaimanamement.net revised: 12127/06
U *r
LW � A

, Form DCM MP-4 (Structures, Page 3 of 4)
n. Is the marina/docking facility proposed within or adjacent to any shellfish harvesting area?
❑Yes ®No
o. Is the marina/docking facility proposed within or adjacent to coastal wetlands/marsh (CW), submerged aquatic vegetation (SAV), shell bottom
(SB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected.
®CW 5530(shaded) ❑SAV ❑SB RECEIVED
OWL _ ❑None
AUG 14 20b
p. Is the proposed marina/docking facility located within or within close proximity to any shellfish leases? ❑Yes ®No ti�t'WrPaCt:: G.FiY,
If yes, give the name and address of the leaseholder(s), and give the proximity to the lease.
13. BOATHOUSE (including covered lilts) ®This section not applicable
a. (i) Is the boathouse structure(s):
❑Commercial ❑Public/Govemment ❑Private/Community
(ii) Number
(iii) Length _
(iv) Width _
Note: Roofed areas are calculated from dripline dimensions.
14. GROIN (e.g., wood, sheetpile, etc. ff a rock groin, use MP-2, Excavation and Fill.) ®This section not applicable I
a. (i) Number
(ii) Length
(iii) Width
15. BREAKWATER (e.g., wood, sheetpile, etc.) ®This section not applicable I
a. Length
c. Maximum distance beyond NHW, NWL or wetlands
b. Average distance from NHW, NWL, or wetlands
6. MOORING PILINGS and BUOYS ®This section not applicable
a. Is the structure(s):
❑Commercial ❑PubliclGovernment ❑Private/Community
C. Distance to be placed beyond shoreline
Note: This should be measured from marsh edge, if present.
e. Arc of the swing
7. GENERAL
b. Number
d. Description of buoy (color, inscription, size, anchor, etc.)
RECEIVED
DCM WILMINGTON, NC
JUL 272015
252.808-2808 :: 1.888-4RCOAST :: www.nccoastalmanauement.net revised: 12127/06

Form DCM MP-4 (structures, Page 4 of 4)
a. Proximity of structure(s) to adjacent riparian property lines
570' (to the south), 1,840' (to the north)
Note: For buoy or mooring piling, use arc of swing Including length
ofvessel.
c. Width of water body
Approx. 1.550'
e. (i) Will navigational aids be required as a result of the project?
0Yes ®No ❑NA
(Iq If yes, explain what type and how they will be implemented.
b. Proximity of structure(s) to adjacent docking facilities.
2,070'
d. Water depth at waterward end of structure at NLW or NWL
Aporox. T to 4'
a. Give complete description:
There will be two structures that extend Into the Brunswick River. One will be an obervation deck, and the other will be
specifically designed as a fishing pier.
_-r
� N
W RECEIVED
c a DCM WILMINGTON, NC
JUL 2 7 2015
252-808.2808 :: 1-888.4RCOA5T :: www.nccoastalmanagement.net revised: 12127/06

DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
69 DARLINGTON AVENUE
WILMINGTON, NORTH CAROLINA 28403-1343
REPLY TO
ATTE ON OF:
November 9, 2015
Regulatory Division
Action ID No. SAW-2012-02046 and State Permit No. 119-15
Ms. Athina Williams
Town of Belville
497 Olde Waterford Way, Suite 205
Belville, North Carolina 28451
Dear Ms. Williams:
Reference your application for a Department of the Army (DA) authorization to provide
additional recreation opportunities at an existing public park by constructing a walking trail
system with a boardwalk over wetlands and open water, with 2 piers (observation deck and
fishing pier) extending into the Brunswick River, in Belville, Brunswick County, North Carolina.
Your proposal has been reviewed and found to be consistent with the provisions and
objectives of the CAMA-Corps'Programmatic Permit process (copy attached) for construction
activities that receive authorization.from the State of North Carolina. Therefore, you may
commence construction activity in strict accordance with applicable State authorization, attached
Federal special conditions, and the approved plan. Failure to comply with the State authorization
or conditions of the Federal permit could result in civil and/or administrative penalties.
If any change in your work is required because of unforeseen or altered conditions or for
any other reason, plans revised to show the change must be sent promptly to this office and the
North. Carolina Division of Coastal Management prior to performing any such change or
alteration. Such action is necessary as revised plans must be reviewed and the authorization
modified. Your Department of the Army permit will expire on December 31, 2016.
RECEIVED
NOV 16 2015
DCM- MHD CITY

-2-
Questions or comments may be addressed to Mr. Tyler Crumbley, Wilmington Field
Office, Regulatory Branch, telephone [phone].
Sinc�
Tyler Crumbley
Regulatory Project Manager
Enclosures:
CAMA permit
GP 291 conditions
Copies Furnished with enclosures:
Mr. Jeff Cappadona
Cavanaugh and Associates
1904 Eastwood Rd., Suite 205
Wilmington, North Carolina 28403
Copies Furnished without enclosures:
Mr. Fritz Rhode
National Marine Fisheries Service
Habitat Conservation Service
Pivers Island
Beaufort, North Carolina 28516
Mr. Pace Wilber
National Marine Fisheries Service
Habitat Conservation Division
219 Fort Johnson Road
Charleston, South Carolina 29412-9110
Mr. Doug Huggett
Division of Coastal Management
Morehead City Regional Office
North Carolina Department of
Environmental Quality
400 Commerce Avenue
Morehead City, North Carolina 28557-3421
RECEIVED
N0V 16 2015
ACM- ► Nl) al"

-3-
Ms. Debra Wilson
Division of Coastal Management
North Carolina Department of
Environmental Quality
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
Mr. Chad Coburn
Division of Water Resources
North Carolina Department of
Environmental Quality
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
Ms. Karen Higgins
Division of Water Resources
North Carolina Department of
Environmental Quality
1650 Mail Service Center
Raleigh, North Carolina 27699-1650
Mr. Pete Benjamin
U.S. Fish and Wildlife Service
Fish and Wildlife Enhancement
Post Office Box 33726
Raleigh, North Carolina 27636-3726
Mr. Todd Allen Bowers
US EPA Region 4 Life Scientist
Water Protection Division
61 Forsyth Street, SW
Atlanta, Georgia 30303-8960
BOSN3/Mr. Scott McAloon
United States Coast Guard
Sector North Carolina Waterways Management
2301 E. Fort Macon Road
Atlantic Beach, North Carolina 28512
RECEIVED
NOV 16 2015
DCM- MHD CITY

SPECIAL CONDITIONS
Town of Belville — Attn: Ms. Athina Williams
SAW-2012-02046
1. In order to further protect the endangered West Indian Manatee, Trichechus
manatus, the applicant must implement the U.S. Fish and Wildlife Service's Manatee Guidelines,
and strictly adhere to all requirements therein. The guidelines can be found at
hLtp://www.fws.gov/ne-es/Mammal/manatee gaidelines.12
2. Dredging is not authorized.
3. The permittee must install and maintain, at his expense, any signal lights and
signals prescribed by the U.S. Coast Guard, through regulations or otherwise, on authorized
facilities. For further information, the permittee should contact the U.S. Coast Guard Marine
Safety Office at [phone].
4. All work authorized by this permit must be performed in strict compliance with the
submitted plans, which are a part of this permit. Any modification to these plans must be
approved by the US Army Corps of Engineers (USACE) prior to implementation.
5. The docks and piers extendingover wetlands will be elevated sufficiently (a
minimum of 3 feet) above the wetland substrate to prevent total shading of vegetation, substrate,
or other elements of the aquatic environment.
6. The permittee understands and agrees that, if future operations by the United States
require the removal, relocation, or other alteration, of the structure or work herein authorized, or
if, in the opinion of the Secretary of the Army or his authorized representative, said structure or
work shall cause unreasonable obstruction to the free navigation of the navigable waters, the
permittee will be required, upon due notice from the U.S. Army Corps of Engineers, to remove,
relocate, or alter the structural work or obstructions caused thereby, without expense to the
United States.
7. Approval of the structure is based ea determinations that there would be no
obstruction to navigation. The structure may be damaged by wave wash from passing vessels.
Issuance of this permit should not be construed, as relieving the permittee of taking proper steps
to insure the structure and moored boats will not be damaged by wave wash.
8. The authorized structure and associated activity must not interfere with the public's
right to free navigation on all navigable waters of the United States. No attempt will 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 for reason other than safety.
9. Except as specified in the plans attached to this permit, no excavation, fill or
mechanized land -clearing activities shall take place at any time in the construction or
maintenance of this project, in such a manner as to impair normal flows and cirryijat� D
within waters or wetlands or to reduce the reach of waters or wetlands. !( �
NOV 16 2015
4
DCM- MHD CITY

10. Except as authorized by this permit or any USACE approved modification to this
permit, no excavation, fill or mechanized land -clearing activities shall take place at any time in
the construction or maintenance of this project, within waters or wetlands. This permit does not
authorize temporary placement or double handling of excavated or fill material within waters or
wetlands outside the permitted area. This prohibition applies to all borrow and fill activities
connected with this project.
11. All mechanized equipment will be regularly inspected and maintained to prevent
contamination of waters and wetlands from fuels, lubricants, hydraulic fluids, or other toxic
materials. In the event of a spill of petroleum products or any other hazardous waste, the
permittee shall immediately report it to the N.C. Division of Water Quality at [phone],
Ext. 526 or [phone] and provisions of the North Carolina Oil Pollution and Hazardous
Substances Control Act will be followed.
12. Unless otherwise authorized by this permit, all fill material placed in waters or
wetlands shall be generated from an upland source and will be clean and free of any pollutants
except in trace quantities. Metal products, organic materials (including debris from land clearing
activities), or unsightly debris will not be used.
13. If the pemrittee discovers any previously unknown historic or archeological remains
while accomplishing the authorized work, he will immediately notify the Wilmington District
Engineer who will initiate the required coordination procedures.
14. The pemrittee shall require its contractors and/or agents to comply with the terms and
conditions of this permit in the construction and maintenance of this project, and shall provide
each of its contractors and/or agents associated with the construction or maintenance of this
project with a copy of this permit. A copy of this permit, including all conditions, shall be
available at the project site during construction and maintenance of this project.
15. The permittee shall employ all sedimentation and erosion control measures necessary
to prevent an increase in sedimentation or turbidity within waters and wetlands outside the
permit area. This shall include, but is not limited to, the immediate installation of silt fencing or
similar appropriate devices around all areas subject to soil disturbance or the movement of
earthen fill, and the immediate stabilization of all disturbed areas. Additionally, the project must
remain in full compliance with all aspects of the Sedimentation Pollution Control Act of 1973
(North Carolina General Statutes Chapter 113A Article 4).
16. The activity will be conducted in such a manner as to prevent a significant increase
in turbidity outside the area of construction or construction -related discharge. Increases such that
the turbidity in the waterbody is 50 NTU's or less in all rivers not designated as trout waters by
the North Carolina Division of Environmental Management (NCDEM), 25 NTU's or less in all
saltwater classes and in all lakes and reservoirs, and 10 NTU's or less in trout waters, are not
considered significant.
RECEIVE® The permittee, upon receipt of a notice of revocation of this permit or upon its
NOV 16 20b
DCM- MHD CITY

expiration before completion of the work will, without expense to the United States and in such
time and manner as the Secretary of the Army or his authorized representative may direct, restore
the water or wetland to its pre -project condition.
18. Violations of these conditions or violations of Section 404 of the Clean Water Act or
Section 10 of the Rivers and Harbors Act must be reported in writing to the Wilmington District
U.S. Army Corps of Engineers within 24 hours of the permittee's discovery of the violation.
RECEIVED
NOV 16 2015
DCM- MHD CITY

DEPARTMENT OF THE ARMY
• .,�°\'�
WILMINGTON DISTRICT, CORPS OF ENGINEERS
69 DARLINGTON AVENUE '
WILMINGTON, NORTH CAROLINA 28403-1343
nFFLV To
ATrEIMONOF:
26 January, 2016
Regulatory Division
Action ID No. SAW-2012-02046, General Permit No. 197800056
State Permit No. 11 9- 15
Cavanaugh & Associates, P.A.
Attn: Jeff P. Cappadona, P.E.
1904 Eastwood Road, Suite 205
Wilmington, North Carolina 28403
Dear Mr. Cappadona:
Through coordination with the North Carolina Division of Coastal Management we have
learned of your request to modify your pen -nit authorizing the construction of a boardwalk and
fishing pier at 570-580 River Road, adjacent to the Cape Fear River, in the Town of Belville,
Brunswick County, North Carolina. Coordinates are: 34.22302 N, 77.9825 W. This
modification authorizes the addition of a temporary construction entrance off of NC 133 and
maintenance of the existing wet detention basin, including grading, which is along the bank of
the Cape Fear River. .
On January 1, 2011, we renewed general permit No. 197800056, (copy enclosed), that
authorizes the maintenance, repair, construction and installation of piers, docks, boathouses and
boat shelters, mooring piles, dolphins, jetties and breakwater structures in navigable waters of the
United States in the State of North Carolina pursuant to Section 10 of the Rivers and Harbors Act
of 1899.
Your work is authorized provided it is accomplished in strict accordance with your
submitted plans and the enclosed general conditions.
Please read the enclosed permit to prevent an unintentional violation of Federal law. As
this Department of.the Army regional general permit does not relieve you of the responsibility to
obtain any other required approvals, you should contact appropriate State and local agencies
before beginning work.
RECEIVED
JAN 2 9 2016
DCM- MHD CITY

Rz
Thank you for your time and cooperation. If you have questions, please contact Tyler
Crumbley, of the Wilmington Regulatory Field Office, telephone: [phone].
Sincerely,
Tyler Crumbley, Project Manager
Wilmington Regulatory Field Office
Enclosure:
GP 56 conditions
Copy Furnished (with enclosure):
Town of Belville Permit Refinement
Attn: Ms. Athina Williams
497 Old Waterford Way, Suite 205
Belville, North Carolina 28451
Copies Furnished (without enclosure):
Ms. Tara MacPherson
Division of Coastal Management
North Carolina Department of
Environmental Quality
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
Mr. Doug Huggett
Division of Coastal Management
North Carolina Department of
Environmental Quality
400 Commerce Avenue
Morehead City, North Carolina 28557-3421
Ms. Karen Higgins
Division of Water Resources
North Carolina Department of
Environmental Quality
1650 Mail Service Center
Raleigh, North Carolina 27699-1650
Mr. Chad Coburn
Division of Water Resources
North Carolina Department of
Environmental Quality
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
Ms. Heather Coats
Division of Coastal Management
North Carolina Department of
Environmental Quality
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
MNo

DCM Coordinator: v
)f
Permit
CuvCA
DCM Field Offices
Elizabeth City
Morehead City
Washington
Wilmington✓
US ACOE Offices:
Washington:
Wilmington:
Cultural Resources:
Public Water Supply:
DCM/
Fisheries Specialist
NC DOT:
DMF/
Shellfish Sanitation:
State Property:
Water Resources:
Washington:
Wilmington:
DEMLR
Washington:
Wilmington:
Wildlife Resources
LPO:
MAILING DISTRIBUTION SHEET
5 %q0Y fg51c"C,d
r bVL m , 5
(with revised work plan drawings)
Raleigh Bland
William Westcott (NC DOT)
Bill Biddlecome (NC DOT)
Tyler Crumbley
Liz Hare
Renee Gledhill -Early
Diane Williams (WIRO) t/
Joey White (WARD)
Shane Staples
Gregg Bodnar
Ken Pace
Patti Fowler
Shannon Jenkins t
Tim Walton ///
Karen Higgins (Raleigh) v -
John Hennessy (NC DOT)
Anthony Scarbraugh-401
Joanne Steenhuis — 401�
Chad Coburn - 401
Scott Vinson-Stormwater
Georgette Scott- Stormwaterl/
Maria Dunn u/
Fax Distribution: Permitee #:
Agent #:
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North Carolina Department of Environmental Quality
Pat McCrory
Governor
October 26, 2015
Town of Belville
497 Old Waterford Way, Suite 205
Belville, N.C. 28451
Dear Sir or Madam:
Donald R. van der Vaart
Secretary
The enclosed permit constitutes authorization under the Coastal Area Management Act, and where
applicable, the State Dredge and Fill Law, for you to proceed with your project proposal. The original (buff -
colored form) is retained by you and it must be available on site when the project is inspected for
compliance. Please sign both the original and the copy and return the copy to this office in the enclosed
envelope. Signing the permit and proceeding means you have waived your right of appeal described below.
If you object to the permit or any of the conditions, you may request a hearing pursuant to NCGS
113A-121.1 or 113-229. Your petition for a hearing must be filed in accordance with NCGS Chapter 150B
with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, NC 27611-6714, (919) 733-
2698 within twenty (20) days of this decision on your permit. You should also be aware that another
qualified party may submit an objection to the issuance of this permit within twenty (20) days.
The project plan is subject to those conditions appearing on the permit form. Otherwise, all work
must be carried out in accordance with your application. Modifications, time extensions, and future
maintenance requires additional approval. Please read your permit carefully prior to starting work and review
all project plans, as approved. If you are having the work done by a contractor, it would be to your benefit to
be sure that he fully understands all permit requirements.
From time to time, Department personnel will visit the project site. To facilitate this review, we
request that you complete and mail the enclosed Notice Card just prior to work initiation. However, if
questions arise concerning permit conditions, environmental safeguards, or problem areas, you may contact
Department personnel at any time for assistance. By working in accordance with the permit, you will be
helping to protect our vitally important coastal resources.
Enclosure
Sincerely,
Dou s V. Huggett
Major Permits and Consistency Manager
N.C. Division of Coastal Management
400 Commerce Ave., Morehead City, NC 28557
Phone: [phone] FAX: [phone] Internet: www.nccoastalmanagement.net
An Equal Opportunity 1 Affirmative Action Employer— Made in part by recycled paper

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Town of Belville
PROJECT NAME: Brunswick Riverwalk at Belville
2. LOCATION OF PROJECT SITE: 570-580 River Road, Belville, Brunswick County.
Photo Index - 2006: 15-7363 M-O, 7-11; 2000: 15-152 J-L,15-18; 19981 15-164 K-M, 8-12
State Plane Coordinates - X: 2307860 Y: 173497
Lat:34°13'20.48"N Long: 77°58'53.92"W
INVESTIGATION TYPE: CAMA ROVER FILE # - Not Available
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit— 10/16/13, 7/22/15
Was Applicant Present —Yes on 10/16/13 (agent)
5. PROCESSING PROCEDURE: Application Received — Complete on 7/13/15
Office - Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan — Brunswick County
Land Classification From LUP — Office & Institutional
(B) AEC(s) Involved: PTA, EW, ES, CW
(C) Water Dependent: Yes
(D) Intended Use: Public
(E) Wastewater Treatment: Existing — Municipal
Planned — N/A
(F) Type of Structures: Existing —Public park with boat ramp, restroom facilities &
educational pavilion.
Planned — Public boardwalk/walkways and 2 pier/docks
(G) Estimated Annual Rate of Erosion: N/A
Source- N/A .
HABITAT DESCRIPTION: [AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands
—5,530 sq. ft (shaded, CW/404)
—1,860 sq. ft. (shaded, 404)
(B) Non -Vegetated Wetlands
—2,210 sq ft. (incorporated)
Below
(C) High Ground (Above MIM
—6,015 sq. ft.
—66,682 sq. ft. (temporary)
(gravel)
—9,631 sq. ft.
(natural trail)
(D) Total Area Disturbed: 91,928 sq. ft. (2.11 acres)
(E) Primary Nursery Area: Yes RECEIVED
(F) Water Classification: SC Open: No
AUC't
8. PROJECT SUMMARY: The applicant is proposing to construct a botalk/wlking
trail system with two piers/platforms at an existing public park.
RECEIVED
AU6 14 2015

Town of Belville- Brunswick Riverwalk at Belville
Page Two
9. PROJECT DESCRIPTION:
To find the project site, travel west on US Hwy 74/76 out of Wilmington to NC Highway
133 South towards Southport. Travel approximately one mile and the project area will be
on the left. The project site is located between vacant land to the north owned by
NCDOT, the existing Belville Park to the south, the Brunswick River to the east, and is
bordered by NC Highway 133 to the west. The address for the site is 570-580 River Road
(NC Highway 133).
Belville Park was constructed in the 1990s and consists of a boat ramp and parking area,
restroom facilities, a playground and observation platform. The overall site is
approximately 20.5 acres in area and the average elevation is approximately 15' above
normal high water (NHW). The park was constructed under State Permit 95-94, issued on
7/2/94. The project area is currently undeveloped and heavily wooded with the exception
of an educational pavilion that was authorized under CAMA Minor Permit BE 14-01,
issued to the Town on 11/25/14. Upland vegetation consists of mixed pine (Pious spp.)
and hardwood species: sweet gum (Liquidambar styracii lua), oak (Quercus spp.),
southern magnolia (Magnolia grandii lora), sweetbay (Magnolia virginiana), as well as
wax myrtle (Morella cerifera). The parcel has 4,813 linear feet of natural shoreline.
Along much of the shoreline, the highground portion of the property quickly transitions
to wetlands due to a distinct change in elevation. Nearly the entire length of the shoreline
is bordered with a significant marsh fringe due to its undulating nature of the shoreline
creating numerous vegetated marsh coves. Wetland vegetation consists primarily of
Smooth Cord Grass (Spartina alternii fora) and Cattails (Typha spp.) along with pockets
of Common Reed (Phragmites australis). Water depths along the bank remain relatively
shallow. The distance across the Brunswick River from marsh to marsh measures
approximately 1,500'.
The waters of the Brunswick River are classified as SC by the NC Division of Water
Quality. They are designated as a Primary Nursery Area (PNA) by the NC Division of
Marine Fisheries, and are not open to the harvesting of shellfish.
PROPOSED PROJECT:
The applicant is seeking to construct Phase I of the Brunswick Riverwalk at Belville
project. As proposed, Phase I would consist of construction of approximately 3,400' of
walking trails and boardwalks, and two piers with observation/fishing platforms. Phase H
would extend the walkways and boardwalks north and would include a future .
kayak/canoe launch- to be designed and permitted at a later date. A restaurant, shops,
equipment storage shed & water and sewer lines to the educational pavilion are also
planned and to be designed and permitted at a future date.

Town of Belville- Brunswick Riverwalk at Belville
Page Three
Phase I would consist of an approximate 740 linear foot gravel trail, which would
measure 8' in width, leading from the existing parking area and park entrance to the
existing educational pavilion. Geotextile fabric would be installed and a 4" layer of V
minus limestone would be used. From there, the path would transition to a 136' long by
6' wide elevated wooden boardwalk spanning a §404 wetland area. This section would be
located outside of the 75' Estuarine Shoreline Area of Environmental Concern (AEC), as
measured from Mean High Water (MHW). Upon reaching highground, the boardwalk
would transition to a 653 linear foot span of walking trail (approximate length), to
measure 8' in width, as proposed. The trail would be graded in this area, but left as the
existing natural surface. The majority of this section of trail would also be located outside
of the Estuarine Shoreline AEC. The trail system would then transition again to another
elevated, wooden boardwalk, to measure 814' long by 8' in width. This section would be
predominantly located waterward of MHW, and would span a large expanse of coastal
wetland marsh. The boardwalk would extend to the northeast corner of the project site, to
a narrow strip of highground bound by NC Highway 133. The boardwalk would then turn
and run parallel to NC Highway 133. The boardwalk would transition to 6' in width for a
distance of 672' along the roadway. It would span approximately 240 linear feet of §404
wetlands and would partially span of a short section of coastal wetlands measuring a
length of approximately 35 linear feet and approximately 3' in width. The walkway
system would then transition to a final stretch of graded natural surface walkway, which
would measure approximately 582 feet in length by 8' in width. A temporary gravel
construction entrance would also be installed during the project and would be removed
and seeded/stabilized at the end of construction. This area is located outside of the
Estuarine Shoreline AEC. The applicant has stated that all sections of boardwalk over
wetlands would be elevated a minimum of 3' above the wetland substrate. No wetland fill
is proposed for any portion of the project. A 5' buffer on each side of highground
walkways/trails would also be temporarily impacted during construction.
Two piers are also proposed within Phase I of the project. The first pier would be located
at the southwest.comer of the project area, near the existing parking lot. The pier would
extend from highground and would measure approximately 197' in length by 10' in
width and would terminate at a 48' in length by 10' in width fixed, elevated T-head, to be
utilized as a fishing pier. The second pier would originate at the educational pavilion.
The pier access would measure 90' in length by 10' in width and would also terminate in
a fixed, elevated T-head measuring 48' in length by 10' in width. Water depths at the two
piers at Mean Low Water (MLW) measure -1.1' and +1.2', respectively. Neither structure
would provide for any docking space, but would be used for fishing and observational
purposes only. The two piers would extend approximately 130' and 20' into the
waterbody, respectively. The width of the waterbody measures approximately 1500'
across.
RECEIVED
AUG 14 )nt.5
U-4A4bN0 t,'ry

t ,
Town of Belville- Brunswick Riverwalk at Belville
Page Three
10. ANTICIPATED Il14PACTS:
The 8' wide elevated, wooden boardwalk would result in the shading of approximately
5,530 square feet of mixed coastal and §404 wetlands. The two 6' wide boardwalks
would result in the shading of an additional approximate 1,860 square feet of §404
wetlands. The gravel walkway would fill approximately 6,015 square feet of highground.
The natural surface walking trail would result in the additional disturbance of
approximately 9,631 square feet of high ground. The trail construction would also result
in the temporary disturbance of and an additional 66,682 square feet of area.
The piers and platforms would result in the incorporation of approximately 2,210 square
feet of Estuarine Waters and Public Trust Area.
Submitted by: Heather Coats Date: 7/29/2015 Office: Wilmington

Narrative
I. Introduction
The proposed project, to be known as the Brunswick Riverwalk at Belville, will be located in the
Town of Belville in Brunswick County, North Carolina. Specifically, the project site is located on NC
133, south of US 17, across from the Belville Elementary School, and is directly adjacent to the
Brunswick River. The existing site contains a parking lot and playground area, along with an
observation deck on the southern side of the property. The existing park is the largest parcel of
publicly accessible waterfront on the western side of the Brunswick River / Cape Fear River from
Navassa to the ocean in Southport, a distance of approximately 25 miles. In contrast, the City Of
Wilmington enjoys significant public access to the Cape Fear River on its eastern side. The proposed
project will allow citizens of the area to enjoy public access to a larger portion of the river.
Furthermore, the development of the project will ensure that the natural beauty of the property is
kept for the foreseeable future, as opposed to being developed into a larger commercial
development.
II. Protect Description
The project will be broken into phases. Phase I will take place on the existing park property and the
property adjacent to and north of the existing park property. Phase II of the project will occur
adjacent to and north of Phase I. New facilities planned for Phase I will include an approx. 3,400'
walking trail heading northward along the marsh boundary of the Brunswick River, which will consist
of approx. 740' of minus limestone trail, approx. 1,220' of improved natural surface trail, and
approx. 1,400'of wooden pedestrian walkways where necessary. Additionally, Phase I will also
include an observation deck located near the recently constructed educational pavilion, as well as a
125' long fishing pier located near the existing parking lot. The trails will start near the existing
parking lot and continue to the Phase I / Phase 11 boundary, at which point the trail will return
parallel to NC 133 and loop back around to its starting point. Phase 11 of the project (to be designed
and permitted at a later date) will include additional walking trails that will connect to the Phase I
trails at the Phase I / Phase II boundary, which will lead northward to a future kayak/canoe launch
facility with limited parking at the In edge of the property. Future plans for the park also
include a restaurant building, to be located adjacent to the existing park parking lot, which will also
include several shops. The future restaurant building will be permitted at a later date, at which
point the existing wet detention basin will need to be modified.
Since the Belville Elementary School will be located directly across the street from the park, the
students of the school will be able utilize the park for educational purposes. The walking trails will
include educational signs identifying the flora and indigenous fish species and their relevance to the
habitat. The Town envisions live and interactive classes for the children on science, botany, and
environment and the importance of tidal marshlands on the habitat. RECEIVED
The Town envisions this facility as serving a multitude of purposes far beyond that of the typical AUG ' "K
municipal park. Furthermore, they see this as being beneficial to the entire region. It will be a
combination public sector / private sector venture.
Since the project is being funded by PARTF grant funds, the project will meet the PARTF requirement
of meeting ADA compliance. The trail locations have been designed to follow the contour lines as
much as possible in order to reduce slopes, and the structures have been designed to meet ADA
Brunswick Riverwalk At Belville Phase I RECEIVE D
Stormwater Narrative RECEIVED of AA WII AAINGTN, NC
AUG 14 20b JUL 2 7 2015

guidelines such as slopes, handrails, railing height, etc. The proposed fishing pier will include 'drop -
down' areas to allow for ADA accessible fishing, as described in the ADA guidelines.
Phase I of the project proposes to disturb approx.1.89 acres. The disturbance includes the
construction of the proposed walking trails and associated wooden pedestrian walkways, as well as
construction of the observation deck and 125' fishing pier. The 8' wide walking trails will require
approximately 3' of clearing on each side of the trail, which produces a 14' wide clearing path.
The trails will involve minimal disturbance, where it is expected that the contractor will choose to
utilize small grading equipment (such as a Bobcat) in order to compact the natural surface as
appropriate. The proposed wooden pedestrian walkways, observation deck, and fishing pier (design
by KCI Associates) will be supported by piles to be driven by a pile driver capable of meeting the
depths required by the structural engineering design. It is expected that the piles for the
observation deck and fishing pier will need to be driven by the use of a barge. The contractor will
have the option of installing the piles solely with an impact hammer, or a vibratory hammer with the
exception of the last 12", where the remaining 12" will be driven with an impact hammer in order to
verify capacity. The contractor will also have the option to install concrete sonotubes at areas
outside of the 404 wetlands and the 30' CAMA AEC.
The proposed observation deck, shown on sheet C.4.6 of the plans, will be approx. 90' long from its
tie-in location at existing grade to the end of the platform. The structure will connect to the existing
6' wide pavilion ramp, and will continue as 6' wide for approx. 40', at which point it will transition to
10' wide for the remainder of the structure. At low tide (MLW), the water depth will be 1.2'. At
high tide (MHW), the water depth will be -3.1'.
The proposed fishing pier, shown on sheet C.4.7 of the plans, will be approx. 210' long from its tie-in
location at existing grade to the end of the platform. The structure will be 10' wide. At low tide
(MLW), the water depth will be -1.1'. At high tide (MHW), the water depth will be -5.4'.
The overall shaded impact area of coastal wetlands/march (CW) created by the proposed structures
is 5,530 s.f.
The future water and sewer service lines labeled on C.3.1, as well as the future grinder pump station
labeled on C.4.6, are shown for reference only, and will be permitted at a later date. They have
been shown to indicate future plans for the existing pavilion to acquire water and sewer service.
The same service lines will connect to the future equipment storage facility that is also labeled on
C.3.1. The Town plans to utilize the future equipment storage facility to store equipment for
maintenance of the park; the details of the building are still being worked out by the Town.
RECEIVED
DCM WILMINGTON, NC
JUL 2 7 2015
Brunswick Riverwolk At Belville Phase I
Stormwater Narrative _

DIVISION OF COASTAL MANAGEMENT
APPLICATION TRANSMITTAL AND PROCESSING RECORD
1) APPLICANT:, -- btl:,�64 F,-rsVt()e)
PROJECT NAME: Brunswick Riverwalk at Belville
, COUNTY:Pender zrzU'(\StL)4
LOCATION OF PROJECT: 580 River Rd, adjacent to the Brunswick River, in Belville, Brunswick County.
DATE APPLICATION RECEIVED COMPLETE BY FIELD: 7-13-15
FIELD RECOMMENDATION: Attached: YES
CONSISTENCY DETERMINATION: Attached: n/a
FIELD REPRESENTATIVE: Coa
DISTRICT MANAGER REVIE B'
B) DATE RECEIVED BY MAJOR P S UNIT:
PUBLIC NOTICE REC'D: 8-1-15
ADJ. RIP. PROP NOTICES REC'D``:``
APPLICATION ASSIGNED TO: N
C) 75 DAY DEADLINE: CtI Z1el fS
MAIL OUT DATE: 7-30-15
FEDERAL DUE DATE:
To Be Forwarded: n/a
To Be Forwarded: n/a
DISTRICT OFFICE: WILMINGTON
FEE RECD: S400
END OF NOTICE DATE: 8-22-15
DEED RECD:
ON: is
150 DAY DEADLINE: l Z fD S
STATE DUE DATE: 8-22-15
FED COMMENTS REC'D:
PERMIT FINAL ACTION: ISSUE DENY DRAFT
AGENCY
DATE
COMMENTS
RETURNED
OBJECTIONS:
YES NO
NOTES
Coastal Management - Regional Representative
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Coastal Management - LUP Consistency
f O
X
Division of Community Assistance
Land Quality Section (DEMLR)
Division of Water Resources (401)
Storm Water Management (DEMLR)
W 01515 na
State Property Office
Division of Archives & History
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Division of Environmental Health
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Division of Highways
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Wildlife Resources Commission
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Recommendations for State Permit- Town of Belville- Brunswick Riverwalk at Belville 7/29/15
It is the opinion of this office that the proposed project is consistent with the Use Standards for Public
Trust Areas, Estuarine Waters and Estuarine Shorelines as described in NCAC 07H .0206 through 07H
.0209. While the 814' long boardwalk over coastal wetlands is proposed at 8' in width, and the piers are
proposed at 10' in width, this project aims to provide for improved public access and to be ADA
accessible. Dimensions wider than 6' can be permitted as described in 15A NCAC 07H .0208(bx6)(A),
which states, "Piers shall not exceed six feet in width. Piers greater than six feet in width shall be
permitted only if the greater width is necessary for safe use, to improve public access, or to support a
water dependent use that cannot otherwise occur". Additionally, a short section of the wooden, elevated
boardwalk is located within the 30' Estuarine Shoreline buffer, but both water dependent structures (i.e. a
pier) and boardwalks are excepted within the 30' buffer as described in 15A NCAC 07H .0209(d)(10)(D),
which limits development in the 30' buffer except for, "elevated, slatted, wooden boardwalks exclusively
for pedestrian use and six feet in width or less. The boardwalk may be greater than six feet in width if it is
to serve a public use or need". As such, standard conditions for docks and piers and boardwalks should be
applied to any permit issued.
RECEIVED
AU6 0 8 2015

MEMORANDUM
To: Heather Coats
From: Michael Christenbury, Wilmington District Planner
Subject: Consistency Determination, Major Permit Application, Town of
Belville - Riverwalk — Brunswick County
Date: August 24, 2015
This project rs consistentwith the 2007 Brunswick County Landi Use Plan Update,.,,
The applicant proposes to construct a boardwalk/walking trail system with two
piers/platforms at an existing public park. The project is located at 570-580 River Road
in Belville, Brunswick County.
Areas of Environmental Concern (AEC's) impacted by the proposal are CW, ES, EW and
PT.
Waters at the project site are classified as SC and are not open to the harvesting of
shellfish. The area is a Primary Nursery Area.
I have reviewed this proposal for consistency with the Brunswick County Land Use Plan
and offer the following comments.
The general area of the project is classified as Conservation.
In general, Brunswick County and Belville allows development in Conservation
classified AECs which is consistent with the State's minimum use standards. The
Brunswick County Land Use Plan contains some policies, which exceed the State's
minimum use standards. However, none of these standards appear to be applicable to this
proposal.
This project is consistent and not in conflict with the 2007 Brunswick County Land Use
Plan.
Cc: File

AMA
NCDENR
North Carolina. Departmentof-Environment and.'Natural Resources
Pat McCrory
Governor
July 30,.2015
MEMORANDUM
TO: Mark Zeigler
WiRO
Division of Community Assistance
Donald,R. van der Vaart
Secretary
FROM: Doug Huggett, NC DENR-DCM Major Permits Coordinator
400 Commerce Avenue, Morehead City, NC 28557 Fax: [phone]
(Courier 11-12-09)
SUBJECT: CAMA Permit Application Review
Applicant: Town of Belville ( Brunswick Riverwalk at Belville)
Project Location: 570-580 River Rd., adjacent to the Brunswick River, in Belville, Brunswick County
Proposed Project: to construct a boardwalk - walking trail system with two (2) piers at an existing
public park
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Doug Hu_4pett at the address above.by August 22, 2015. If you have any
questions regarding the proposed project, contact Heather Coats at [phone] when appropriate,
in depth comments with supporting data is requested.
X This,agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the,project only if the recommended changes
are incorporated. See attached.
'This agency objects to the project for reasons described in the attached comments.
SIGNED A-Y' DATE
127 Cardinal Drive Ea..Wlmington, NC 28405
Phone:[phone] FAX: [phone]Internet: www nocoaslalmanaoement.net
An Equal Oppimunity \ Affirmative Action Employer

ii lfcF VL:D
LFr� AU6 18 2015
NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor Donald R. van der Vaart
Secretary
July 30, 2015
MEMORANDUM:"
TO: Dan Sams AU%ji'
District Manager
DEMLR - WiRO
FROM: Doug Huggett, NC DENR-DCM Major Permits Coordinator
400 Commerce Avenue, Morehead City, NC 28557 Fax: [phone]
(Courier 11-12-09)
SUBJECT: CAMA Permit Application Review
Applicant: Town of Belville ( Brunswick Riverwalk at Belville)
Project Location: 570-580 River Rd., adjacent to the Brunswick River, in Belville, Brunswick County
Proposed Project: to construct a boardwalk -walking trail system with two (2) piers at an existing
public park
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Doug Huggett at the address above by August 22, 2015. If you have any
questions regarding the proposed project, contact Heather Coats at [phone] when appropriate,
in depth comments with supporting data is requested.
This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes
,Q are,incorporated. See attached. Ens,, cmwir�
��: w�i.Jv:'�t! eel°�; '�..'E•,'r—..s c d s^zJ: v,.�s u.-�. ;.v'eess��7 �, �;s. ,��.'-U//ce'�,
This agency objects to the project for reasons described' in Me attached comments.
SIGNED --� ,®/ DATE 24ca , 7, Z� S
127 Cardinal Drive Ext., Wilmington, INC 28405
Phone: [phone] FAX: [phone] Internet: www nccoastalmanaaement net
An Equal Opportunity 1 Affumalive Action Employer

K"C--
r
0'® MR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
September 14, 2015
Town of Belville
Ms. Athina Williams
497 Olde Waterford Way, Suite 205
Belville NC 28451
Subject Property: Brunswick Riverwalk at Belville
Donald R. van der Vaart
Secretary
Brunswick County
DWR Project #: 15-0780
Approval of 401 Water Quality Certification with Additional Conditions
Dear Ms. Williams,
You have our approval, in accordance with the attached conditions and those listed below to
construct a boardwalk/walking trail system with two piers at an existing local park as described in
your CAMA application received by the Division of Water Resources on August 4, 2015. After
reviewing your application, we have decided that the impacts are covered by General Water Quality
Certification Number 3900 (GC 3900). This Certification allows you to use the General Permit No.
198000291 when issued by the US Army Corps of Engineers and the CAMA Major Permit when
issued by the Division of Coastal Management. In addition, you should obtain or otherwise comply
with any other required federal, state or local permits before you go ahead with your project
including (but not limited to) Erosion and Sediment Control, Non -discharge, Water Supply
Watershed, and stormwater regulations. Also, this approval to proceed with your proposed
impacts or to conduct impacts to waters as depicted in your application shall expire upon
expiration of the 404 or CAMA Permit.
This approval requires you to follow the conditions listed in the attached certification and any
additional conditions listed on the following pages.
The Additional Conditions of the Certification are:
1. This approval is for the purpose and design described in your application. The plans and
specifications for this project are incorporated by reference as part of the Certification. If you
change your project, you must notify the Division and you may be required to submit a new
application package with the appropriate fee. If the property is sold, the new owner must be given a
copy of this approval letter and General Certification and is responsible for complying with all
conditions. Any new owner must notify the Division aiid'request,the Certification be issued in their
name (15A NCAC 02H .0501 and .0502) ;•
I j
2. Any final construction plans for this project must mclu"de or reference the application and plans
approved by the Division under this authorization letter and certification. The applica§T ED
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 DCM WILMINGTON, NC
Phone: [phone]nternet: www.ncdenr.gov
An Equal opportunity iAffimiaiivekiion Employer -Made in part by recycled paper SEP 15 Z015

2
Brunswick Riverwalk at Belville
Brunswick County
2015-0780
y
also be required to evaluate all acquired permits to assure that they are consistent and all relative
impacts are accounted for and shown on the construction plans. [15A NCAC 02H .0502 (b) and
15A NCAC 02H .0506 (4)] The applicant shall require his contractors (and/or agents) to
comply with all of the terms of this Certification, and shall provide each of its contractors
(and/or agents) a copy of this Certification.
Turbidity Standard
The turbidity standard of 25 NTUs (Nephelometric Turbidity Units) shall not be exceeded as
described in 15 A NCAC 2B .0220. Appropriate sediment and erosion control practices must
be used to meet this standard. Turbidity curtains shall be used as appropriate. Please notify
this Office if any turbidity issues arise at 910.796.7215
4. This General Certification shall expire on the same day as the expiration date of the
corresponding General Permit. The conditions in effect on the date of issuance of the
Certification for a specific project shall remain in effect for the life of the project, regardless
of the expiration of this Certification.
5. The permittee shall require its contractors and/or agents to comply with the terms of this
permit in the construction and maintenance of this project, and shall provide each of its
contractors and/or agents associated with the construction or maintenance of this project a
copy of this certification. A copy of this certification including all conditions shall be
available at the project site during the construction and maintenance of this project. [15A
NCAC 02H .0507 (c) and 15A NCAC 02H .0506 (b)(2) and (c)(2)]
6. Continuing Compliance:
The applicant/permittee and their authorized agents shall conduct all activities in a manner
consistent with State water quality standards (including any requirements resulting from
compliance with 303(d) of the Clean Water Act), and any other appropriate requirements of
State and Federal law. If the Division detemunes that such standards or laws are not being
met, including failure to sustain a designated or achieved use, or that State or Federal law is
being violated, or that further conditions are necessary to assure compliance, than the
Division may reevaluate and modify this General Water Quality Certification. [15A,NCAC
02H .0507(d)]
7. All mechanized equipment operated near surface waters or wetlands will be regularly
inspected and maintained to prevent contamination of waters and wetlands from fuels,
lubricants, hydraulic fluids or other potential toxic chemicals. In the event of a hydroeaibon
or chemical spill, the permittee/contractor shall immediately contact the Division of Water
Quality, between the hours of 8 am to 5 pm at the Wilmington Regional Office at
910.796.7215 and after hours and on weekends call [phone]. Management'of such,
spills shall comply with provisions of the North Carolina Oil -Pollution and Hazardous,
Substances Control Act. [15A NCAC 02H .0506 (b)(3);and (c)(3), 15ANCAC 02B .0200
(3)(f), and GS 143 Article 21A].
RECEIVED
DCM WILMINGTON. NC
SEP 15 2015

4 1
Brunswick Riverwalk at Belville
Brunswick County
2015-0780
One (1) copy of the petition must also be served to DENR:
Sam M. Hayes, General Counsel
Department of Environment and Natural Resources
1601 Mail Service Center
Raleigh, NC 27699-1601
This letter completes the review of the Division of Water Resources under Section 401 of the Clean
Water Act. If you have any questions, please telephone Jennifer Burdette in the Central Office in
Raleigh at 919.807.6364 or Jennifer.BurdetteCa.ncdenr.gov or Chad Coburn in the DWR
Wilmington Regional Office at 910.796.7379 or Chad.Coburnamcdenr.eov.
7cerely,
Jim gson, Regional Supervisor
Water Quality Regional Operations Section
Wilmington Regional Office
Division of Water Resources, NCDENR
Enclosure: GC 3900
cc: Jeff Cappadonna — Cavanaugh & Associates, 1904 Eastwood Road, Suite 205, Wilmington,
NC 28403
Tyler Crumbley - USACE Wilmington Regulatory Field Office
Jennifer Burdette — Wetlands and Buffer Unit
Heather Coats — DCM Wilmington
WiRO
RECEIVED
DCM WILMINGTON, NC
SEP 15 2015

3
Brunswick Riverwalk at Belville
Brunswick County
2015.0780
11
8. Fueling, lubrication and general equipment maintenance should not take place within 50 feet
of a waterbody or wetlands to prevent contamination by fuel and oils. [15A NCAC 02H
.0506 (b)(3) and (c)(3) and 15A NCAC 02B .0200 (3)(f)].
9. This certification grants permission to the director, an authorized representative of the
Director, or DENR staff, upon the presentation of proper credentials, to enter the property
during normal business hours 15A NCAC 02H.0502(e).
10. Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or
applicable Buffer Rules, and any subsequent modifications, the applicant and/or authorized
agent is required to return a completed certificate of completion form to the NCDENR DWR
401 and Buffers Unit North Carolina Division of Water Resources, 1617 Mail Service
Center, Raleigh, NC, 27699 within ten days of project completion. The certification of
completion is available at: http://Rottal.nedenr.or web/wq/swo/ws/401/certsaiidpennits/g=lh,/fornis).
Violations of any condition herein set forth may result in revocation of this Certification and
may result in criminal and/or civil penalties. The authorization to proceed with your proposed
impacts or to conduct impacts to waters as depicted in your application and as authorized by this
Certification shall expire upon expiration of the 404 or CAMA Permit.
This approval and its conditions are final and binding unless contested.
This Certification can be contested as provided in Articles 3 and 4 of General Statute 150B by filing
a written petition for an administrative hearing to the Office of Administrative Hearings (hereby
known as OAH). A petition form may be obtained from the OAH at http://www.ncoah.com/ or by
calling the OAH Clerk's Office at (919) 43 1-3 000 for information.
Within sixty (60) calendar days of receipt of this notice, a petition must be filed with the OAH. A
petition is considered filed when the original and one (1) copy along with any applicable OAH
filing fee is received in the OAH during normal office hours (Monday through Friday between 8:00
am and 5:00 pm, excluding official state holidays).
The petition may be faxed to the OAH at [phone], provided the original and one copy of the
petition along with any applicable OAH filing fee is received by the OAH within five (5) business
days following the faxed transmission.
Mailing address for the OAH:
If sending via US Postal Service: If sending via delivery service (UPS,
FedEx, etc):
Office of Administrative Hearings Office of Administrative Hearings
6714 Mail Service Center 1711 New Hope Church Road
Raleigh, NC 27699-6714 Raleigh, NC 27609-6285
DCM WILM NIGTON, NC
SEP 15 2015

� 4
RUMOR
North Carolina Department of Environment and Natural Resources
Pat McCrory Donald R. van der Vaart
Governor Secretary
July 30, 2015 H
MEMORANDUM: AUG 04 2015
TO: Chad Coburn Water Quality Regional
401 Wetlands Operations Section
DWR - WiRO Wilmington Regional Office
FROM: Doug Huggett, INC DENR-DCM Major Permits Coordinator
400 Commerce Avenue, Morehead City, NC 28557 Fax: [phone]
(Courier 11-12-09)
SUBJECT: CAMA Permit Application Review
Applicant: Town of Belville ( Brunswick Riverwalk at Belville)
Project Location: 570-580 River Rd., adjacent to the Brunswick River, in Belville, Brunswick County
Proposed Project: to construct a boardwalk - walking trail system with two (2) piers at an existing
public park
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Doug Huggett at the address above by August 22, 2015. If you have any
questions regarding the proposed project, contact Heather Coats at [phone] when appropriate,
in depth comments with supporting data is requested.
ti
_This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes
are incorporated. See attached.
This agency objects to the project for reasons described in the attached comments.
SIGNED N Q�DATE t7`1-1,H4
127 Cardinal Drive Ext., Wilmington, NC 28405
Phone: [phone] FAX: [phone] Internet: www.nccoastaimanagement.net RECEIVED
An Equal Opportunity 1 Affirmative Action EmployerbCM WILMINGTON, NC
SEP 15 2015

I
RECEIVED
DCM WILMING ON, NC
SEP 15 2015

Pat McCrory
Govemor
July 30, 2015
MEMORANDUM:
TO:
FROM:
SUBJECT:
Applicant:
Project Location
Proposed Project:
PWA
NCDENR
North Carolina Department of Environment and Natural Resources
Georgette Scott
Stormwater Section
DEMLR - WiRO
Fr%p,9-IVP—
AU6 0 4 2015
BY:_�
Donald R, van der Vaart
Secretary
Doug Huggett, NC DENR-DCM Major Permits Coordinator
400 Commerce Avenue, Morehead City, NC 28557 Fax: [phone]
(Courier 11-12-09)
CAMA Permit Application Review
Town of Belville ( Brunswick Riverwalk at Belville)
570-580 River Rd., adjacent to the Brunswick River, in Belville, Brunswick County
to construct a boardwalk - walking trail system with two (2) piers at an existing
public park
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Doug Hupgett at the address above by August 22, 2015. If you have any
questions regarding the proposed project, contact Heather Coats at [phone] when appropriate,
in depth comments with supporting data is requested.
This agency has no objection to the project as p
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes
are incorporated. See attached.
This agency objects to the project for reasons described in the attached comments.
SIGNED DATE a�I • S 2c)(s
127 Cardinal Drive Ext., Wilmington, NC 28405 RECEIVED
Phone: [phone] FAX: [phone] Internet: www.nccoastalmanagement.net AUG 12 201E
An Equal Opporiuncy� ABirmative Action Employer

NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
August 5, 2015
Ms. Athina Williams, Town Administrator
Town of Belville
497 Olde Waterford Way
Suite 205
Belville, NC 28451
Subject: State Stormwater Management Permit No. SW8 150718
Brunswick Riverwalk at Belville
Low Density Project
Brunswick County
Dear Ms. Williams
Donald van der Vaart
Secretary
The Wilmington Regional Office received a complete Stormwater Management Permit Application for
the Brunswick Riverwalk at Belville on August 4, 2015. Staff review of the plans and specifications has
determined that the project, as proposed, will comply with the Stormwater Regulations set forth in
Session Law 2008-211 and Title 15A NCAC 2H.1000. We are forwarding Permit No. SW8 150718,
dated August 5, 2015, for the construction of the built -upon area associated with the subject project.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
conditions and limitations as specified therein, and does not supersede any other agency permit that
may be required. Please pay special attention to the conditions listed in this permit regarding the
Operation and Maintenance of the BMP(s), recordation of deed restrictions, certification of the project,
procedures for changing ownership, and transferring the permit. Failure to establish an adequate
system for operation and maintenance of the stormwater management system, to record deed
restrictions, to certify the project or to transfer the permit in a timely manner, will result in future
compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to
request an adjudicatory hearing by filing a written petition with the Office of Administrative Hearings
(OAH). The written petition must conform to Chapter 150E of the North Carolina General Statutes. Per
NCGS 143-215(e) the petition must be filed with the OAH within thirty (30) days of receipt of this permit.
You should contact the OAH with all questions regarding the filing fee (if a filing fee is required) and/or
the details of the filing process at 6714 Mail Service Center, Raleigh, NC 27699-6714, or via telephone
at 919431-3000, or visit their website at www.NCOAH.com. Unless such demands are made this
permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please contact
Christine Hall at [phone].
Sincer ,
RECEIVED
CZb
�«� cy Davis, .E., Director
AUG 12 20b
Division of Energy, Mineral and Land Resources WA#4W 54,1"
GDS/canh: \\\Stormwater\Permits & Projects\2015\150718 LD\2015 08 permit 150718
cc: Jeff Cappadona, Cavanaugh 8 Associates
Brunswick County Inspections
Brunswick County Engineering
Division of Coastal Management
Wilmington Regional Office Stormwater File
Division of Energy, Mineral, and Land Resources
Land Quality Section - Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405
[phone] / Fax: [phone] • Internet: htto://I)ortal.ncdenr.oro/web/Ir/

State Stormwater Management Systems
Permit No. SW8 150718
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
STATE STORMWATER MANAGEMENT PERMIT
LOW DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Rules and Regulations
PERMISSION IS HEREBY GRANTED TO
Town of Belville RECEIVED
Brunswick Riverwalk at Belville AU6 12 1015
580 River Road, Belville, Brunswick County wk-00-44ua GUY
FOR THE
construction, operation and maintenance of a 24% low density project in compliance with the
provisions of Session Law 2008-211 and Title 15A NCAC 2H .1000 (hereafter collectively and
separately referred to as the "stormwater rules') and the approved stormwater management plans
and specifications, and other supporting data as attached and on file with and approved by the
Division and considered a part of this permit.
The Permit shall be effective from the date of issuance until rescinded and shall be subject to the
following specific conditions and limitations:
I. DESIGN STANDARDS
The overall tract built -upon area percentage for the project must be maintained at 24% per
the requirements of the stormwater rules. This permit covers the construction of a total of
19,567 square feet of built -upon area (BUA), which includes 15,646 square feet of proposed
BUA, 1,857 square feet of future BUA allocation and 1,200 square feet of existing BUA.
2. Where a project or lot is located within CAMA's Area of Environmental Concern (AEC), the
Division of Coastal Management may calculate a different maximum built -upon area based
on CAMA regulations. Whichever BUA limit (DCM or DEMLR) is the more restrictive will
govern.
3. The only runoff conveyance systems allowed will be vegetated conveyances such as swales
with minimum side slopes of 3:1 (H:V) as defined in the stormwater rules and approved by
the Division.
4. No piping shall be allowed except those minimum amounts necessary to direct runoff
beneath an impervious surface such as a road or under driveways to provide access.
5. The project shall provide and maintain a minimum 50-foot wide vegetative buffer adjacent all
surface waters, measured horizontally from and perpendicular to the normal pool of
impounded structures, the top of bank of each side of streams and rivers and the mean high
water line of tidal waters. All runoff directed into and through the vegetative buffer must flow
through the buffer in a diffuse manner. Roof drains must terminate at the outer edge of the
buffer.
6. Stormwater runoff that is directed to flow through any wetlands shall flow into and through
these wetlands at a non -erosive velocity.
Page 2 of 5

State Stormwater Management Systems
Permit No. SW8 150718,
N
II. SCHEDULE OF COMPLIANCE
No person shall alter the approved stormwater management system or fill in, alter, or pipe
any drainage feature (such as swales) shown on the approved plans as part of the
stormwater management system, except for minimum driveway crossings, unless and until
the permittee submits a modification to the permit and receives approval from the Division.
2. The permittee is responsible for verifying that the proposed built -upon area for the entire
project does not exceed the maximum allowed by this permit.
3. Swales, vegetated areas and other vegetated conveyances shall be constructed in their
entirety, vegetated, and operational for their intended use prior to the construction of any
built -upon surface, per the approved plans.
4. During construction, erosion shall be kept to a minimum and any eroded areas of the swales
or other vegetated conveyances will be repaired immediately.
5. The permittee shall at all times provide and perform the operation and maintenance
necessary as listed in the signed Operation and Maintenance Agreement, such that the
permitted stormwater management system functions at its optimum efficiency.
6. Built upon area includes, but is not limited to, structures, asphalt, concrete, gravel, brick,
stone, slate, coquina, driveways, and parking areas, but does not include raised, open wood
decking, or the water surface of swimming pools.
7. The permittee shall submit to the Director and shall have received approval for revised
plans, specifications, and calculations prior to construction, for any modification to the
approved plans, including, but not limited to, those listed below:
a. Any revision to the approved plans, regardless of size.
b. Redesign or addition to the approved amount of built -upon area.
c. Further subdivision, acquisition or sale of the project area in whole or in part. The
project area is defined as all property owned by the permittee, for which Sedimentation
and Erosion Control Plan approval or a CAMA Major permit was sought.
d. Filling in, piping, or altering any vegetative conveyance shown on the approved plan,
except the minimum driveway crossings.
e. The development of any future area or additional phase(s) noted on the approved
plans.
8. The permittee must certify in writing that the project's stormwater controls, and impervious
surfaces have been constructed within substantial intent of the approved plans and
specifications. Any deviation from the approved plans must be noted on the Certification.
The permittee shall submit the Certification to the Division within 30 days of completion of.
the project.
9. The permittee shall submit all information requested by the Director or his representative
within the time frame specified in the written information request.
10. The Director may notify the permittee when the permitted site does not meet one or more of
the minimum requirements of the permit. Within the time frame specified in the notice, the
permittee shall submit a written time schedule to the Director for modifying the site to meet
minimum requirements. The permittee shall provide copies of revised plans and certification
in writing to the Director that the changes have been made.
Page 3 of 5

e
State Stormwater Management Systems
Permit No. SW8 150718
III. GENERAL CONDITIONS
This permit is not transferable to any person or entity except after notice to and approval by
the Director. A request to transfer the permit will be considered on its merits and may or may
not be approved. The permittee shall complete, sign and submit a Name/Ownership Change
Form available online. The Name/Ownership Change Form must be accompanied by the
supporting documentation as listed on the form and must be submitted to the appropriate
Regional Office of the Division at least 60 days prior to any one or more of the following
events:
a. The sale or conveyance of the project area in whole or in part;
b. The dissolution of the corporate entity, LLC, or General Partnership;
c. Bankruptcy and/or foreclosure proceedings;
d. A name change of the permittee;
e. A name change of the project;
f. A mailing address change of the permittee.
2. The Permittee is responsible for compliance with all the terms and conditions of this permit
until such time as the Division approves the permit transfer in writing. Neither the sale of the
project area, in whole or in part, nor the conveyance of common area to a third party
constitutes an approved transfer of the stormwater permit.
3. Failure to abide by the conditions and limitations contained in this permit may subject the
Permittee to enforcement procedures by the Division, in accordance with North Carolina
General Statutes 143-215.6A to 143-215.6C.
4. The permit issued shall continue in force and effect until revoked or terminated.
5. The permit may be modified, revoked and reissued or terminated for cause. The filing of a
request for a permit modification, revocation and re -issuance, or termination does not stay
any permit condition.
6. The issuance of this permit does not prohibit the Director from reopening and modifying the
permit, revoking and reissuing the permit, or terminating the permit for cause as allowed by
the laws, rules, and regulations contained in Title 15A of the North Carolina Administrative
Code, Subchapter 2H.1000; and North Carolina General Statute 143-215.1 et. al.
7. The issuance of this permit does not preclude the Permittee from complying with and
obtaining any and all other permits or approvals that are required in order for this
development to take place, as required by any statutes, rules, regulations, or ordinances,
which may be imposed by any other Local, State or Federal government agency having
jurisdiction. Any activities undertaken at this site that cause a water quality violation or
undertaken prior to receipt of the necessary permits or approvals to do so are considered
violations of NCGS 143-215.1, and subject to enforcement procedures pursuant to NCGS
143-215.6.
8. Any person or entity found to be in noncompliance with the provisions of this stormwater
permit or the requirements of the stormwater rules under 15A NCAC 021-1.1000 as amended
under Session Law 2008-211, is subject to enforcement procedures as set forth in N.C.G.S.
143, Article 21.
9. Approved plans, application, supplements, operation & maintenance agreements and
specifications for projects covered by this permit are incorporated by reference and are
enforceable parts of the permit. A copy of this permit, application, supplements, the
operation and maintenance agreements, and the approved plans and specifications shall be
maintained on file by the Permittee at all times.
10. The Permittee grants permission to DENR Staff to enter the property during norm n us eess
MU
hours for the purposes of inspecting the stormwater control system and its com.
AUG 12 1015
Page 4 of 5

State Stormwater Management Systems
Permit No. SW8 150718'
N
11. Unless specified elsewhere, permanent seeding requirements for the swales must follow the
guidelines established in the North Carolina Erosion and Sediment Control Planning and
Design Manual.
Permit issued this the 5t" day of August 2015.
NO H CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
=F�--------------
a�ra�cyyis
, Director
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Page 5 of 5

Spears, Courtney
From: Coats, Heather
Sent: Wednesday, October 14, 2015 9:27 AM
To: Gledhill-earley, Renee
Cc: Huggett, Doug; Spears, Courtney
Subject: FW: Belville project
Heather Coats
Assistant Major Permits Coordinator
Division of Coastal Management
North Carolina Department of Environmental Quality
910 796 7424 office
heather.coats(cMcdenr clov
127 Cardinal Drive Extension
Wilmington, NC 28406
0 Nothing Compares.
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: Joseph Breault[mailto:[e-mail]]
Sent: Tuesday, October 13, 2015 6:07 PM
To: Coats, Heather <[e-mail]>;'Jeffrey Cappadona' ([e-mail])
<jeffrey.ca ppadona @cava na ughsolutions.com>
Cc: Mayor Allen<[e-mail]>; [e-mail]; [e-mail];
[e-mail]
Subject: RE: Belville project
Regarding the attached letter:
Please be advised I fully concur with the expressed concerns. I might point out that we, The Town of Belville,
were the ones that identified the potential house foundation site. We WILL NOT, under ANY circumstances
disturb that specific area until such time as a qualified archeological dig (not merely an assessment) has been
performed. The Town is fully aware of the importance of Buchoi, its history, relevance to Judge Moore and its
ties to Dr. Eagles (of Eagles Island) and his family. It is to the Towns', as well as the States' advantage to
establish the potential provenance of the remnants being those of Buchoi.
might further note that we have eliminated the proposed observation deck due, in part, to its proximity to
the underwater site 004BWR.

Having said that, and appreciative of the concerns expressed within the letter, we will defer construction
of the trails planned for the upland areas until said archeological assessment of the upland area has been
completed.. We would hope the permit may be granted with that understanding and that the Town be
allowed to perform the in/over water based portions (fishing pier, boardwalk and footbridge) due to the
limited moratorium timeline window.
My thanks to all who have worked so hard to move this project forward. Together we are assuring the
preservation of our,precious natural resources for future generations while at the same time enhancing the
publics opportunity to enjoy them.
Joe Breault
Commissioner -Town of Belville
Project Manager -Brunswick Riverwalk at Belville
From: Coats, Heather <[e-mail]>
Sent: Tuesday, October 13, 2015 5:20 PM
To:'Jeffrey Cappadona'([e-mail]); Joseph Breault
Subject: FW: Belville project
FYI. If you haven't seen this already, see attached letter from DCR...
Heather Coats
Assistant Major Permits Coordinator
Division of Coastal Management
North Carolina Department of Environmental Quality
910 796 7424 office
heather.coatsCa)ncdenr.gov
127 Cardinal Drive Extension
Wilmington, NC 28405
r ,-^iNothing Compares.--%-,..
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: Gledhill-earley, Renee
Sent: Tuesday, October 13, 2015 11:26 AM
To: Coats, Heather <[e-mail]>
Subject: Belville project
Heather: our reply is attached for your information.
Renee

Spears, Courtney
From: Gledhill-earley, Renee
Sent: Wednesday, October 14, 2015 9:37 AM
To: Coats, Heather
Cc: Huggett, Doug; Spears, Courtney; Southerly, Chris;[e-mail]
Subject: RE: Belville project
Heather:
We are good with issuing a permit for the project with the conditions outlined or the application can be revised to cover
the changes/deletions, and issued without conditions. It is up to DCM to determine the best course as we are good with
the project as currently described/revised/conditioned by Mr. Breault.
Renee Gledhill -Earley
Environmental Review Coordinator
State Historic Preservation Office
NC Department of Natural and Cultural Resources
[phone] Office
Renee. Gledhill-EarleV(@ncdcr.00v
109 East Jones Street
4617 Mail Service Center
Raleigh, NC 27699-4617
Opinions expressed in this message may not represent the policy of this agency. E-mail to and from me, in connection
with the transaction of public business, is subject to the North Carolina Public Records Law and may be disclosed to third
parties by an authorized state official.
Please Note: Requests for project review or responses to our review comments should be sent to our
Environmental Review emailbox at environmental.review()ncdcr.gov Otherwise, I will have to return your request
and ask that you send it to the proper mailbox. This will cause delays in your project. Information on email
project submittal is at: http://www.hpo.ncdcr.gov/er/er_email_submittal.htmi
From: Coats, Heather
Sent: Wednesday, October 14, 2015 9:27 AM
To: Gledhill-earley, Renee <[e-mail]>
Cc: Huggett, Doug <[e-mail]>; Spears, Courtney <[e-mail]>
Subject: FW: Belville project
Heather Coats
Assistant Major Permits Coordinator
Division of Coastal Management
North Carolina Department of Environmental Quality
910 796 7424 office
heather.coatsancdenr.gov

127 Cardinal Drive Extension
Wilmington, NC 28405
Kz
^Nothing Compares.
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: Joseph Breault[mailto:[e-mail]]
Sent: Tuesday, October 13, 2015 6:07 PM
To: Coats, Heather <[e-mail]>; 'Jeffrey Cappadona' (ieffrey.cappadona(@cavanaughsolutions.com)
<[e-mail]>
Cc: Mayor Allen<mayoralien @townofbelviIle.com>; [e-mail]; [e-mail]:
[e-mail]
Subject: RE: Belville project
Regarding the attached letter:
Please be advised I fully concur with the expressed concerns. I might point out that we, The Town of Belville,
were the ones that identified the potential house foundation site. We WILL,NOT, under ANY circumstances
disturb that specific area until such time as a qualified archeological dig (not merely an assessment) has been
performed. The Town is fully aware of the importance of Buchoi, its history, relevance to Judge Moore and its
ties to Dr. Eagles (of Eagles Island) and his family. It is to the Towns', as well as the States' advantage to
establish the potential provenance of the remnants being those of Buchoi.
I might further note that we have eliminated the proposed observation deck due, in part, to its proximity to
the underwater site 004BWR.
Having said that, and appreciative of the concerns expressed within the letter, we will defer construction
of the trails planned for the upland areas until said archeological assessment of the upland area has been
completed. We would hope the permit may be granted with that understanding and that the Town be
allowed to perform the in/over water based portions (fishing pier, boardwalk and footbridge) due to the
limited moratorium timeline window.
My thanks to all who have worked so hard to move this project forward. Together we are assuring the
preservation of our precious natural resources for future generations while at the same time enhancing the
publics opportunity to enjoy them.
Joe Breault
Commissioner -Town of Belville
Project Manager -Brunswick Riverwalk at Belville
From: Coats, Heather <[e-mail]>
Sent: Tuesday, October 13, 2015 5:20 PM
To:'Jeffrey Cappadona' ([e-mail]); Joseph Breault
Subject: FIN: Belville project

FYI. If you haven't seen this already, see attached letter from DCR...
Heather Coats
Assistant Major Permits Coordinator
Division of Coastal Management
North Carolina Department of Environmental Quality
910 796 7424 office
heather.coats(a)ncdenr.00v
127 Cardinal Drive Extension
Wilmington, NC 28405
Nothing Compares...
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: Gledhill-earley, Renee
Sent: Tuesday, October 13, 2015 11:26 AM
To: Coats, Heather <heather. coats Co) ncdenr.gov>
Subject: Belville project
Heather: our reply is attached for your information.
Renee

Huggett, Doug
From:
Coats, Heather
Sent:
Tuesday, October 06, 2015 9:25 AM
To:
Huggett, Doug
Subject:
FW: Belville project
Attachments:
ER 15 1811_l.pdf
Good morning Doug,
So it sounds to me they are okay with a permit condition requiring the assessment prior to the upland development?
The Town is anxious to get started because of the moratorium the agencies said they may require for in -water work. Are
we ready to issue with the condition so they could at least get started with that while they sort out the requirements for
the upland portion of the project?
Thanks and I hope you're feeling better today!
En
Heather Coats
Assistant Major Permits Coordinator
INC Division of Coastal Management
127 Cardinal Drive Extension
Wilmington, INC 28405-3845
[phone] Fax[phone]
[e-mail]
Please visit www.nccoastalmananement.net to subscribe to
Coastal Management's quarterly newsletter, the CAMAgram.
* E-mail correspondence to and from this address may be subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: Gledhill-earley, Renee
Sent: Tuesday, September 29, 2015 10:49 AM
To: Coats, Heather <[e-mail]>
Subject: Belville project
Heather:
Here is our original letter. We got in more information and that is under review by the archaeologist. I checked the file
and found his notes on their latest submittal. Here they are:
09/23/15: Reviewed follow-up letter and revised map. No significant change to their proposed plan that would alter
the need for an assessment to be completed. New letter recommending a comprehensive survey/assessment of upland
area to locate/define archaeological remains and mitigate potential impacts from construction.
He is drafting letter that will continue to recommend the work above. Sounds as though a permit condition for them to
do the survey and assessment and possible mitigation will be needed.
Renee \ )bth (ZVyi „""Ik UjM_ ys jy'1(,U.tCJ_kJ in

Pat McCrory.
Governor
NCDENR
North Carolina Department of Environment and Natural Resources -
Donald R. van der Vaart
Secretary
J U V30,`2015; E �'
MEMORANDUM.
TOt Renee Gledhill -Early
Dept. of Cultural Resources
Archives & History
FROM: Doug Huggett,, NC'DENR-DCM Major Permits' Coordinator
400:Commeree Avenue; Morehead City, NC 28557'Fax: [phone]
(Courier 11-12-09)
SUBJECT: CAMA Permit Application Review
Applicant: Town of Belville ( Brunswickk Rivewalk of Belville)
Project Location: 570-580 River Rd:, :adjacent, to the Brunswick. River, ,in Belville; Srunsivick County
ProposedProject: to, Constructeboardwalk - walking'frail system with two (2) piers at an existing
public park
Please indicate below your agency's -position or viewpoint on the proposed project and
return this form fo Doug Huggett at the address above by August 22, 20.15. If you have anyappropriate,
questions regarding the proposed project, contact Heather Coats at [phone] when
in depth comments with supporting data is requested.
This agency has no objection to the: project as proposed.
This agency has no commenton the proposed project.
This agency approves of the. project only if the recommended changes
are incorporated- See.attached.
This agency objects -to the project for reasons described'in the attached comments.
SIGNED t 0�
TJQ CLJ�1 " I DATE,
127 Car final Drive Ext., Wilrpingtan. NC 28405
coisl2tn^gFment net
Phone;90 796-2151 FAX:[phone] InlemeL MVWncUa
dr Eil'�b �1ITIY 4AIIiIT-:;`:e %titan en:f%V.tr

North Cna ar 1i ' '"-
p ,D(�partment of Cultural Resources
State Historic Preservation -Office
August 20, 2015
M I-, N I ORAND U_T%1r
M"Ij. or Peirnits -Procds§iii&� Section
Division or;c6gstal' MManag
ement
tRONI:' A
SUBJECT: Colist:ruct Boardwalk& Wqlk-
ing-Trail, 570,- 580-River Road, 13c.]vMe, Brunswick County,
ER 15481.1
application for the,above project as well as -the "Reponon'a Limited
Arcli.icol'-Ogica],E.xciv-.itioii,-ir,tlic,Brut-fsN\�a- Ricer -pre , paredby Dr. Nora Reber of UNCXV_ and would
I - . verTark"
'like to take this opportunit
y to,cormnent
Basedpa the topographic an "Cal situation of the Orcje�ctare therein-, L
0 ogi a" i -v'ryhigh prdbabilitv;that
prehistoric -archacologicalsitps ex'
Ln c overall.devete; rnrea�' Tic limited ar.cl'
pmert laco Ogical,work ahead),
conducted indi6tcs prehimnic: archidologtcal-a6tnit3,-v�i'di,-di6 park dic-.1tidn,of
icre.JS no Iif-
intatt c"ItUl"d st-6fa'within'the first- 70,cth� of soil. '17her, .-ax6 inpr6Ai'ensi��c,,i�chaedlqgic!ll,surve i
required.: - w. � I ___1 - survey is
However; ilke abo,,,jp�repprt-does i& associated with
CIfti
Buthoi PlantatioWiand its ;1'tanner Judge .'_Alfred Moore —'Ibesciremains arepo-pentially signirlp1mcult-urally and
require l,adc}tioiialarchaeological ,-,N,ork- if ;rbey cannot be. avoid ed.
We are unable to coTmncnt',o,I,xhq potentiatitffed ofthis',projecron cultural resource,,; iv
Until we iece e furdIr C
information. Trappcars'thqt.pr6posed gr.otiiid:disturbing.-icdnidd:s,,NilI occur if the same area
ideridGed as die
location '6fBuch.oi P11,4titadlon'remains, lwork:may, Addition�fl,:arch a&61dgi(�ibe reguired,iii-taus
area prior tb,any
ground disturbance. Plcasc'ftirward a. d6titil -iitdicatin9 d a
I caiiowof, chcological.,test g
ed"n' ap_:tO U(5, cleirly 16 6 r. -a in
and -results rdlaltive to an proposed ground disturb project
Please I Y . l�ii9activici.eslorconstrucdbn�,,tsso - I
note that whiI6,,die abme inentio died archaeological report does Provide valuabl&informadon, it does
not H61] the rcqiiirc�merits=of',,,i,S,cction 106 archaeological assessment
The bdttorii�diirurba6-cc`ass.pc,.iaic�d with..dtc
submerged ,culmral resoutces. iin dc'n VIR . ter
the Propbscd-cdnsti:66doii arc. ofrht: nnrRi
be tnkcn,by any
lUdy.1) N'_C'27W,-)-161 7 ' TvT . coonc/F"pl,))

I
'Thr-Ac u, for y6 fr ... .. . apd.considaadon, if pullade questiohs cone rnihg�,dm5e commentsi-please
contact Renee G.IcdiiiU-Earley.,dnvitonfnbrird.iexiew coordinator, at 9] 9,807-6579. InaRfuture
conunumcation. concerning this proj'cct,,plc.ase cite. the,above:refeienced tracking number.
cc:, AthihxWiULiftiTqw -
s.' , ., -, ". , p of 44A

State Historic
Preservation Office
NATURAL AND
CULTURAL RESOURCES
October 9, 2015
MEMORANDUM
TO: Heather Coats
Major Permits Processing Section
Division of Coastal Management
1" 1� pcA
FROM: Ramona M. Bartos OLVI 04-
SUBJECT: Brunswick Riverwalk at Belville, Brunswick County, ER 15-1811
Ramona M. Battos
Administrator
Thank you for your email correspondence dated October 6, 2015, transmitting supplemental information
from Joseph Breault regarding the above permit application. Our staff carefully reviewed the new
information and would like to offer the following comments.
First, we would recognize that the Town of Belville has been very proactive in conducting due diligence
with regards to identifying and protecting the cultural resources in the project area and our goal is not to
complicate the permitting process for the applicant. Our goal is to exercise that same diligence to insure no
potentially significant cultural resources are inadvertently impacted by the permitted project and if adverse
impacts cannot be avoided, to insure that appropriate measures are taken for adequate documentation to
mitigate the loss of cultural information.
Mr. Breault's correspondence cites a comment by Dr. Nora Reber where she states "... we believe the soil
close to the river is so heavily disturbed that there are no intact sites on the riverbank." However, he
generalizes "the soil close to the river" to "the site" applying her statement to the entire project site. As
noted in our original response, dated August 29, 2015, we concur with Dr. Reber's assessment and we
recommend no archaeological work along the riverbank and bluff area. However, we still recommend a
professional archaeological assessment be conducted in the upland area of the project.
Our comments did note the presence of submerged archaeological site 004BWR approximately 80 feet
from the proposed northern observation pier as a caution. No archaeological work was recommended as
this site should be able to be easily avoided if care is taken with any construction vessel.
We have concerns regarding potential impacts on upland cultural resources, specifically those identified by
Dr. Reber in her "Report on a Limited Archaeological Excavation at the Brunswick River Park." She notes
that archaeological remains of the Buchoi Plantation house were identified and appear to be partially intact.
She also states in the conclusion of her report, "The Buchoi Plantation house should be conserved and
protected as much as possible, given the presence of a partially intact plantation house, and the historical
importance of Judge Alfred Moore." Again, we concur with Dr. Reber's assessment of the significance of
the archaeological remains and the need to preserve and protect them.
Nothing Compares'
SWC of North Carolina Ucp:u'�meni ni N:uanl and Cu4ucal lie>nucee.
Sraw I fiqax'ie Prcsen-atiun Office
4617 61u1 Se,ice CCnme Raleigh. NC 27699-4617
919 807 6579 T 919 807 6599 F

It appears from the project plans, even with the proposed relocation of the construction entrance, that work
in the upland areas will encroach into the area associated with Buchoi Plantation. Despite the quality of Dr.
Reber's work, the limited scope of her investigation does not fulfill all the requirements of a Section 106
archaeological assessment. Thus, it requires us to recommend additional archaeological work in the upland
area to better define known features associated with Buchoi Plantation, and to identify and assess any
unknown features that may be adversely impacted by construction.
We have no objection to the project along the river area proceeding as proposed. However, our
recommendation remains for additional archaeological work in the upland area prior to any ground
disturbing activity taking_place in that area. We will be pleased to assist you in the development and
review of any scopes of work, proposals, or other documents relating to this matter.
A list of archaeological consultants who have conducted or expressed an interest in contract work in North
Carolina is available at
http://www.archaeology.ncdcr.gov/ncarch/resource/ARCHAEOLOGISTCONSULTANTS 2015.pdf. The
archaeologists listed, or any other experienced archaeologist, may be contacted to conduct the
recommended survey
Thank you for your cooperation and consideration. If you have questions concerning these comments,
please contact Renee Gledhill -Earley, environmental review coordinator, at 919-807-6579. In all future
communication concerning this project, please cite the above referenced tracking number.
cc: Athina Williams, Town of Belville
Jeff P. Cappadona, Cavanaugh & Associates, P.A.

w�
NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
July 30, 2015
MEMORANDUM:
TO: Shannon Jenkins
NC DMF
Shellfish Sanitation Section
Donald R. van der Vaart
Secretary
FROM: Doug Huggett, NC DENR-DCM Major Permits Coordinator
400 Commerce Avenue, Morehead City, NC 28557 Fax: [phone]
(Courier 11-12-09)
SUBJECT: CAMA Permit Application Review
Applicant: Town of Belville ( Brunswick Riverwalk at Belville)
Project Location: 570-580 River Rd., adjacent to the Brunswick River, in Belville, Brunswick County
Proposed Project: to construct a boardwalk - walking trail system with two (2) piers at an existing
public park
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Doug Huggett at the address above by August 22, 2015, If you have any
questions regarding the proposed project, contact Heather Coats at [phone] when appropriate,
in depth comments with supporting data is requested.
This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes
are incorporated. See attached.
ThisAggncy objects to the project for reasons described in the attached comments.
SIGNED DATE
A —RWFa l <i �A127 Cardinal Drive Ext, Wilmington, INC 28405 RECEIVED
Phone: [phone] FAX: [phone] Internet: www.neoDastalmanaoement.net AUG 17 10b
An Equal opportunity \ Affirmative Action Employer
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DISTRICT 3
2015
REUVIED
NCDENR
North Carolina Department of Environment • A Natural Resources
Pat McCrory Donald R. van der Vaart
Governor Secretary
July 30, 2015
MEMORANDUM:
TO: Anthony Law
NC DOT
Brunswick County
FROM: Doug Huggett, NC DENR-DCM Major Permits Coordinator
400 Commerce Avenue, Morehead City, NC 28557 Fax: [phone]
(Courier 11-12-09)
SUBJECT: CAMA Permit Application Review
Applicant: Town of Belville ( Brunswick Riverwalk at Belville)
Project Location: 570-580 River Rd., adjacent to the Brunswick River, in Belville, Brunswick County
Proposed Project: to construct a boardwalk - walking trail system with two (2) piers at an existing
public park
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Douq Huggett at the address above by August 2Z 2015. If you have any
questions regarding the proposed project, contact Heather Coats at [phone] when appropriate,
in depth comments with supporting data is requested.
�( This agency has no objection to the project as proposed. RECEIVED
AUO 14 101
This agency has no comment on the proposed project
This agency approves of the project only if the recommended changes
are incorporated. See attached.
—This agency objects to the project for reasons described in the attached comments.
SIGNED Gam./j�DATE "tZ'r,5--
127 Cardinal Drive Ext., Wilmington, NC 28405
Phone: [phone] FAX: [phone] Internet: www.n000astalmanaaement.net
An Equal opportunity 1 Afllrmalive Action Employer

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Pat McCrory
Governor
July 30, 2015
MEMORANDUM:
FROM:
SUBJECT:
Applicant:
Project Location:
A-� �r
NCDENR
North Carolina Department of Environment and Natural Resources
,J
AUG 2015
Maria Dunn
NCWRC
For WiRO
Donald R. van der Vaart
Secretary
Doug Huggett, NC DENR-DCM Major Permits Coordinator
400 Commerce Avenue, Morehead City, NC 28557 Fax: [phone]
(Courier 11-12-09)
CAMA Permit Application Review
Town of Belville ( Brunswick Riverwalk at Belville)
570-580 River Rd., adjacent to the Brunswick River, in Belville, Brunswick County
Proposed Project: to construct a boardwalk - walking trail system with two (2) piers at an existing
public park
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Doug Hmgett at the address above by August 22, 2015. If you have any
questions regarding the proposed project, contact Heather Coats at [phone] when appropriate,
in depth comments with supporting data is requested.
This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
v/ This agency approves of the project only if the recommended changes
are incorporated. See attached.
This agency objects to the project for reasons described in the attached comments.
SIGNED DATE 8:3F2ZX5S
127 Cardinal Drive Ext., Wilmington, NC 28405
Phone: [phone] FAX: [phone] Intemet: www.nccoastalmanaaement.net
RECEIVED
An Equal OpportunitylARrmative Action Employer DCM WILMINGTON, NC
SEP 0 3 2015

r
NO North Carolina Wildlife Resources Commission
Gordon Myers, Executive Director
MEMORANDUM
TO: Heather Coats
Division of Coastal Management
North Carolina Deparknent of Environment and Natural Resources
FROM: Maria T. Dunn, Coastal Coordinator
Division of Habitat Conservation
DATE: August 31, 2015
SUBJECT: CAMA Dredge/Fill Permit Application for Town of Belville (Brunswick
Riverwalk at Belville), Brunswick County, North Carolina.
Biologists with the North Carolina Wildlife Resources Commission (NCWRC) reviewed the
permit application with regard to impacts on fish and wildlife resources. The project site is located at 570-
580 River Road adjacent the Brunswick River in Belville, NC. Our comments are provided in accordance
with provisions of the Coastal Area Management Act (G.S. 113A-100 through I I3A-128), as amended,
Sections 401 and 404 of the Clean Water Act, as amended, and the Fish and Wildlife Coordination Act
(48 Stat. 401, as amended; 16 U.S.C. 661 et seq.).
The applicant proposes to construct a boardwalk — walking trail system with two piers at an
existing public park. Phase I of the project would consist of several sections of walking trails in uplands
and boardwalk sections that span Section 404 and coastal wetlands. All boardwalk sections are to be 3'
above wetland substrate with no wetland fill. Two piers will be constructed to provide public access to the
river. The first 197' by 10' pier with 48' by 10' fixed elevated T-head would utilized as a fishing pier.
The second pier would originate from the existing pavilion and be 90' by 10' and terminate in a 48' by
10' fixed elevated T-head. No docking is proposed for these structures. Numerous scoping meetings were
held with the Town to discuss the project. The Brunswick River at this location is classified SC by the
Environmental Management Commission and is designated a primary nursery area (PNA) by the NC
Division of Marine Fisheries.
The NCWRC has reviewed the permit application and does not object to permit issuance for
Phase I. We appreciate the cooperation the Town and other agencies have demonstrated to construct a
public access opportunity limiting impacts to wildlife resources. As mentioned in the scoping meetings,
Mailing Address: Division of Inland Fisheries 1721 Mail Service Center •Raleigh, NC 2Y&W
EIVED Telephone: [phone] • Fax: [phone] INGTON, NC
SEP 0 3 2015

CMDF_Tow of Belville (Riverwalk) Page 2 August 3l, 2015
this area of the Brunswick River is a PNA and is an important area for sturgeon. To minimize impacts to
these resources, a February 1 — September 30 moratorium is requested. This moratorium is for in -water
construction, including pile driving within the riparian wetland substrate.
We appreciate the opportunity to review and comment on this permit application. If you need
further assistance or additional information, please contact me at [phone] or at
marl a. dunn(d,ncwi ldl i fe. ore
RECEIVED
DCM WILMINGTON, NC
SEP 0 3 2015

910 0A
r
NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory Donald R. van der Vaart
Governor Secretary
July 30, 2015
MEMORANDUM:
TO: Connie Marlowe
LPO
Brunswick County
FROM: Doug Huggett, NC DENR-DCM Major Permits Coordinator
400 Commerce Avenue, Morehead City, NC 28557 Fax: [phone]
(Courier 11-12-09)
SUBJECT: CAMA Permit Application Review
Applicant: Town of Belville ( Brunswick Riverwalk at Belville)
Project Location: 570-580 River Rd., adjacent to the Brunswick River, in Belville, Brunswick County
Proposed Project: to construct a boardwalk - walking trail system with two (2) piers at an existing
public park
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Doug Huggett at the address above by August 2Z 2015. If you have any
questions regarding the proposed project, contact Heather Coats at [phone] when appropriate,
in depth comments with supporting data is requested.
This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes
are incorporated. See attached.
This agency objects to the project for reasons described in the attached comments.
SIGNED C-G Q,�,l1t,4-'-- DATE
127 Cardinal Drive Ext., Wilmington, NC 28405 RECEIVED
Phone: [phone] FAX: [phone]Internet: www.nccoastalmanagement.net
An Equal opportunity, 1 AfimwrM1ve Action Employer AUG 0 8 2015

' .%
Pat McCrory
Governor
July 30, 2015
F
rti ".
NCDENR
North Carolina Department of Environment and Natural Resources
MEMORANDUM:
TO: Gregg Bodner
Fisheries Resource Specialist
DCM, Morehead City
FROM: Doug Huggett, NC DENT
400 Commerce Avenue,
(Courier 11-12-09)
Donald R. van der Vaart
Secretary
-DCM Major Permits Coordinator
Morehead City, NC 28557 Fax: [phone]
SUBJECT: CAMA Permit Application Review
Applicant: Town of Belville ( Brunswick Riverwalk at Belville)
Project Location: 570-580 River Rd., adjacent to the Brunswick River, in Belville, Brunswick County
Proposed Project: to construct a boardwalk - walking trail system with two (2) piers at an existing
public park
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Doug Huggetf at the address above by August 22, 2015. If you have any
questions regarding the proposed project, contact Heather Coats at [phone] when appropriate,
in depth comments with supporting data is requested.
This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes
are incorporated. See attached.
This agency objects to the project for reasons described in the attached comments.
SIGNED DATE
127 Cardinal Drive Ext, Wilmington, NC 28405
Phone: [phone] FAX: [phone] Internet: www.ncooaslalmanagement.net
An Equal OppodunirylARrmative Action Employer
RECEIVED
AUG 0 9 2015
D(+I.j+Jvllib �ItY

NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
MEMORANDUM:
TO: Doug Huggett, DCM Major Permit Coordinator
FROM: Gregg Bodnar, DCM Fisheries Resource Specialist
SUBJECT: Town of Belville (Brunswick Riverwalk at Belville)
DATE: 8/21/2015
Donald R. van der Vaart
Secretary
A North Carolina Division of Coastal Management (DCM) Fisheries Resource Specialist has reviewed the
subject permit application for proposed actions that impact fish and fish habitats. The applicant
proposes to construct a boardwalk and walking trail system with two piers within an existing public park.
The surrounding waters are classified as Secondary Recreation/Saltwater (SC), Primary Nursery Area
(PNA), Anadromous Fish Spawning Area (AFSA), and are closed to the harvest of shellfish by the NC
Division of Marine Fisheries Shellfish Sanitation Section. The project site also contains coastal wetlands.
The project has gone through the scoping meeting process three times (12/18/12, 12/18/13, and
9/11/14). Portions of the project fall within DCM jurisdiction, and portions span §404 wetlands, coastal
wetlands and PNA and AFSA. The application identifies that no coastal wetlands will be filled. The two
piers described within the applicant's narrative identify that these structures are for observation and
recreational fishing only, and no dockage will be allowed. It is recommended that no docking
structures be available on either pier to reduce bottom disturbing impacts.
PNA's are estuarine waters where initial post -larval development occurs. Species within this area are
early post -larval to juvenile and include finfish, crabs, and shrimp. Species inhabit PNA's because they
afford food and protection during vulnerable periods of their life history. Coastal wetlands are a
productive detritus based system that trap nutrients and sediment, aid in shoreline erosion control,
dissipate wave and storm action, and provide a barrier to flood damage. In addition coastal wetlands
are important to waterfowl feeding and nesting activities, and numerous estuarine dependent species
such as shrimp, flounder, oysters, crabs, and menhaden. Anadromous fish spawning areas are those
areas where evidence of spawning of anadromous fish has been documented by direct observation of
spawning, capture of running ripe females, or indication of eggs or early larvae. Anadromous species
include American and hickory shad, striped bass, river herring, American eel and both Atlantic and
shortnose sturgeon. The general area is well-known for sturgeon encounters.
Currently DCM recommends a standard moratorium on in water work from 1 April to 30 September.
DCM also recommends an AFSA moratorium on in water work from 1 February to 30 June. Due to the
sensitive nature of the PNA and AFSA, both moratoria are recommended, from 1 February to 30
1601 Mail Service Center, Raleigh, North Carolina 27699-1601
Phone: [phone]Internet: www.ncdenr.gov
An Equal epporlunityl Affrnlaeve Aclion Employer- Made in pad by recycled paper

September. These moratoria reduce the negative effects on critical fish life history activities, to
include spawning migrations and nursery functions.
Finally, though no dockage is proposed in this application, due to the PNA status of the surrounding
waters, this agency would object to any future dredging requests.
Contact Gregg Bodnar at [phone] ext. 213 or arann [e-mail] with further questions
or concerns.

Pat McCrory
Governor
July 30, 2015
MEMORANDUM
7w
T;Tir 1 t
SUBJECT:
Applicant:
Project Location:
Proposed Project:
Q��
NCDENR
North Carolina Department of Environment and
Heidi Cox
Environmental Engineer
Public Water Supply
RECEIVED
AU6 18 1015
Natural Resources
n 19c190eR D
I� Nsb 0 4 2013
Division of Water Resources
WiRO • Public Water Supply
Donald R. van der Vaart
Secretary
Doug Huggett, NC DENR-DCM Major Permits Coordinator
400 Commerce Avenue, Morehead City, NC 28557 Fax: [phone]
(Courier 11-12-09)
CAMA Permit Application Review
Town of Belville ( Brunswick Riverwalk at Belville)
570-580 River Rd., adjacent to the Brunswick River, in Belville, Brunswick County
to construct a boardwalk - walking trail system with two (2) piers at an existing
public park
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Doug Huggett at the address above by August 22, 2015. If you have any
questions regarding the proposed project, contact Heather Coats at [phone] when appropriate,
in depth comments with supporting data is requested.
This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes
are incorporated. See attached.
This agency objects to the project for reasons described in the attached comments.
SIGNED gfAAL �( DATE 0 I l cs
127 Cardinal Drive Ext., Wilmington, NC 28405
Phone: [phone] FAX: [phone]Internet: www.necoastalmanaoement.net
An Equal Oppodurun,1 Affirmative Achon Employer

September 15, 2015
Regulatory Division
Action ID No. SAW-2012-02046
Mr. Doug Huggett
Division of Coastal Management
North Carolina Department of Environment
and Natural Resources
400 Commerce Avenue
Morehead City, North Carolina 28557-3421
Dear Mr. Huggett:
Reference the application of Ms. Athina Williams to provide additional recreation
opportunities at an existing public park by constructing Phase I of the Belville Riverwalk Project
which consists of a walking trail system with a boardwalk over wetlands and open water, with 2
piers (observation deck and fishing pier) extending into the Brunswick River, in Belville,
Brunswick County, North Carolina.
The Federal agencies have completed review of the proposal as presented by the
application and your field investigation report.
We recommend that the following conditions be included in the State authorization:
1. In order to further protect the endangered West Indian Manatee, Trichechus manatus,
the applicant must implement the U.S. Fish and Wildlife Service's Manatee Guidelines, and
strictly adhere to all requirements therein. The guidelines can be found at
htto://www.fws.gov/nc-es/mammal/manatee euidelines.pdf.
2. Dredging is not authorized.
3. The permittee must install and maintain, at his expense, any signal lights and signals
prescribed by the U.S. Coast Guard, through regulations or otherwise, on authorized facilities.
For further information, the permittee should contact the U.S. Coast Guard Marine Safety Office
at [phone].
4. All work authorized by this permit must be performed in strict compliance with the
submitted plans, which are a part of this permit. Any modification to these plans must be

approved by the US Army Corps of Engineers (USACE) prior to implementation.
5. The docks and piers extending over wetlands will be elevated sufficiently (a
minimum of 3 feet) above the wetland substrate to prevent total shading of vegetation, substrate,
or other elements of the aquatic environment.
6. The permittee understands and agrees that, if future operations by the United States
require the removal, relocation, or other alteration, of the structure or work herein authorized, or
if, in the opinion of the Secretary of the Army or his authorized representative, said structure or
work shall cause unreasonable obstruction to the free navigation of the navigable waters, the
permittee will be required, upon due notice from the U.S. Army Corps of Engineers, to remove,
relocate, or alter the structural work or obstructions caused thereby, without expense to the
United States.
7. Approval of the structure is based on determinations that there would be no
obstruction to navigation. The structure may be damaged by wave wash from passing vessels.
Issuance of this permit should not be construed, as relieving the permittee of taking proper steps
to insure the structure and moored boats will not be damaged by wave wash.
8. The authorized structure and associated activity must not interfere with the public's
right to free navigation on all navigable waters of the United States. No attempt will 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 for reason other than safety.
9. Except as specified in the plans attached to this permit, no excavation, fill or
mechanized land -clearing activities shall take place at any time in the construction or
maintenance of this project, in such a manner as to impair normal flows and circulation patterns
within waters or wetlands or to reduce the reach of waters or wetlands.
10. Except as authorized by this permit or any USACE approved modification to this
permit, no excavation, Pill or mechanized land -clearing activities shall take place at any time in
the construction or maintenance of this project, within waters or wetlands. This permit does not
authorize temporary placement or double handling of excavated or fill material within waters or
wetlands outside the permitted area. This prohibition applies to all borrow and fill activities
connected with this project.
11. All mechanized equipment will be regularly inspected and maintained to prevent
contamination of waters and wetlands from fuels, lubricants, hydraulic fluids, or other toxic
materials. In the event of a spill of petroleum products or any other hazardous waste, the
permittee shall immediately report it to the N.C. Division of Water Quality at [phone],
Ext. 526 or [phone] and provisions of the North Carolina Oil Pollution and Hazardous
Substances Control Act will be followed.

12. Unless otherwise authorized by this permit, all fill material placed in waters or
wetlands shall be generated from an upland source and will be clean and free of any pollutants
except in trace quantities. Metal products, organic materials (including debris from land clearing
activities), or unsightly debris will not be used.
13. If the permittee discovers any previously unknown historic or archeological remains
while accomplishing the authorized work, he will immediately notify the Wilmington District
Engineer who will initiate the required coordination procedures.
14. The permittee shall require its contractors and/or agents to comply with the terms and
conditions of this permit in the construction and maintenance of this project, and shall provide
each of its contractors and/or agents associated with the construction or maintenance of this
project with a copy of this permit. A copy of this permit, including all conditions, shall be
available at the project site during construction and maintenance of this project.
15. The permittee shall employ all sedimentation and erosion control measures necessary
to prevent an increase in sedimentation or turbidity within waters and wetlands outside the permit
area. This shall include, but is not limited to, the immediate installation of silt fencing or similar
appropriate devices around all areas subject to soil disturbance or the movement of earthen fill,
and the immediate stabilization of all disturbed areas. Additionally, the project must remain in
full compliance with all aspects of the Sedimentation Pollution Control Act of 1973 (North
Carolina General Statutes Chapter 113A Article 4).
16. The activity will be conducted in such a manner as to prevent a significant increase in
turbidity outside the area of construction or construction -related discharge. Increases such that
the turbidity in the waterbody is 50 NTU's or less in all rivers not designated as trout waters by
the North Carolina Division of Environmental Management (NCDEM), 25 NTU's or less in all
saltwater classes and in all lakes and reservoirs, and 10 NTU's or less in trout waters, are not
considered significant.
17. The permittee, upon receipt of a notice of revocation of this permit or upon its
expiration before completion of the work will, without expense to the United States and in such
time and manner as the Secretary of the Army or his authorized representative may direct, restore
the water or wetland to its pre -project condition.
18. Violations of these conditions or violations of Section 404 of the Clean Water Act or
Section 10 of the Rivers and Harbors Act must be reported in writing to the Wilmington District
U.S. Army Corps of Engineers within 24 hours of the permittee's discovery of the violation.
Questions or comments may be addressed to Mr. Tyler Crumbley, Wilmington Field
Office, Regulatory Division, telephone [phone].

Sincerely,
Tyler Crumbley, Project Manager
Wilmington Regulatory Field Office
Copy Furnished
Ms. Karen Higgins
Division of Water Quality
North Carolina Department of Environment
and Natural Resources
1650 Mail Service Center
Raleigh, North Carolina 27699-1650
Ms. Heather Coats
Division of Coastal Management
North Carolina Department of Environment,
Health, and Natural Resources
127 Cardinal Drive Extension
Mr. Pete Benjamin
U.S. Fish and Wildlife Service
Fish and Wildlife Enhancement
Post Office Box 33726
Raleigh, North Carolina 27636-3726
Mr. Fritz Rohde
National Marine Fisheries Service
Habitat Conservation Service
Pivers Island
Beaufort, North Carolina 28516
Mr. Pace Wilber
National Marine Fisheries Service
Habitat Conservation Division
219 Fort Johnson Road
Charleston, South Carolina 29412-9110
Todd Allen Bowers
US EPA Region 4 Life Scientist

Water Protection Division
61 Forsyth Street, SW
Atlanta, GA 30303-8960
BOSN3 Joseph M. Edge
United States Coast Guard
Sector North Carolina Waterways Management
2301 E. Fort Macon Rd
Atlantic Beach, NC 28512
Ms. Debra Wilson
Division of Coastal Management
North Carolina Department of Environment,
Health, and Natural Resources
127 Cardinal Drive Extension
Mr. Chad Coburn
Division of Water Resources
North Carolina Department of Environment,
Health, and Natural Resources
127 Cardinal Drive Ext
Wilmington, NC 28405

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Town of Belville
PROJECT NAME: Brunswick Riverwalk at Belville
2. LOCATION OF PROJECT SITE: 570-580 River Road, Belville, Brunswick County.
Photo Index - 2006: 15-7363 M-O, 7-11; 2000: 15-152 J-L, 15-18; 1998: I5-164 K-M, 8-12
State Plane Coordinates - X: 2307860 Y: 173497
Lat:34°13'20.48"N Long: 77°58'53.92"W
3. INVESTIGATION TYPE: CAMA ROVER FILE # - Not Available
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit — 10/16/13,7/22/15
Was Applicant Present — Yes on 10/16/13 (agent)
5. PROCESSING PROCEDURE: Application Received — Complete on 7/13/15
Office - Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan — Brunswick County
Land Classification From LUP — Office & Institutional
(B) AEC(s) Involved: PTA, EW, ES, CW
(C) Water Dependent: Yes
(D) Intended Use: Public
(E) Wastewater Treatment: Existing — Municipal
Planned — N/A
(F) Type of Structures: Existing —Public park with boat ramp, restroom facilities &
educational pavilion.
Planned — Public boardwalk/walkways and 2 pier/docks
(G) Estimated Annual Rate of Erosion: N/A
Source- N/A
HABITAT DESCRIPTION: [AREA]
DREDGED PILLED OTHER
(A) Vegetated Wetlands
—5,530 sq. ft (shaded, CW/404)
--1,860 sq. ft. (shaded, 404)
(B) Non -Vegetated Wetlands
—2,210 sq ft. (incorporated)
(Below M
(C) High Ground (Above MHW)
—6,015 sq. ft.
661682 sq. ft. (temporary)
(gravel)
—9,631 sq. ft.
(natural trail)
(D) Total Area Disturbed: 91,928 sq. ft. (2.11 acres)
(E) Primary Nursery Area: Yes
(F) Water Classification: SC Open: No
8. PROJECT SUMMARY: The applicant is proposing to construct a boardwalk/walking
trail system with two piers/platforms at an existing public park. RECEIVED
AUS 0 3 90t

Town of Belville- Brunswick Riverwalk at Belville
Page Two
9. PROJECT DESCRIPTION:
To find the project site, travel west on US Hwy 74/76 out of Wilmington to NC Highway
133 South towards Southport. Travel approximately one mile and the project area will be
on the left. The project site is located between vacant land to the north owned by
NCDOT, the existing Belville Park to the south, the Brunswick River to the east, and is
bordered by NC Highway 133 to the west. The address for the site is 570-580 River Road
(NC Highway 133).
Belville Park was constructed in the 1990s and consists of a boat ramp and parking area,
restroom facilities, a playground and observation platform. The overall site is
approximately 20.5 acres in area and the average elevation is approximately 15' above
normal high water (NHW). The park was constructed under State Permit 95-94, issued on
7/2/94. The project area is currently undeveloped and heavily wooded with the exception
of an educational pavilion that was authorized under CAMA Minor Permit BE 14-01,
issued to the Town on 11/25/14. Upland vegetation consists of mixed pine (Pinus spp.)
and hardwood species: sweet gum (Liquidambar styraciva), oak (Quercus spp.),
southern magnolia (Magnolia grandii fora), sweetbay (Magnolia virginiana), as well as
wax myrtle (Morella cerifera). The parcel has 4,813 linear feet of natural shoreline.
Along much of the shoreline, the highground portion of the property quickly transitions
to wetlands due to a distinct change in elevation. Nearly the entire length of the shoreline
is bordered with a significant marsh fringe due to its undulating nature of the shoreline
creating numerous vegetated marsh coves. Wetland vegetation consists primarily of
Smooth Cord Grass (Spartina alternii fora) and Cattails (Typha spp.) along with pockets
of Common Reed (Phragmites australis). Water depths along the bank remain relatively
shallow. The distance across the Brunswick River from marsh to marsh measures
approximately 1,500'.
The waters of the Brunswick River are classified as SC by the NC Division of Water
Quality. They are designated as a Primary Nursery Area (PNA) by the NC Division of
Marine Fisheries, and are not open to the harvesting of shellfish.
PROPOSED PROJECT:
The applicant is seeking to construct Phase I of the Brunswick Riverwalk at Belville
project. As proposed, Phase I would consist of construction of approximately 3,400' of
walking trails and boardwalks, and two piers with observation/fishing platforms. Phase 11
would extend the walkways and boardwalks north and would include a future .
kayak/canoe launch- to be designed and permitted at a later date. A restaurant, shops,
equipment storage shed & water and sewer lines to the educational pavilion are also
planned and to be designed and permitted at a future date.
RECEIVED
AUG 0 3 2015
bc�ra:WS?elfi�

Town of Belville- Brunswick Riverwalk at Belville
Page Three
Phase I would consist of an approximate 740 linear foot gravel trail, which would
measure 8' in width, leading from the existing parking area and park entrance to the
existing educational pavilion. Geotextile fabric would be installed and a 4" layer of V
minus limestone would be used. From there, the path would transition to a 136' long by
6' wide elevated wooden boardwalk spanning a §404 wetland area. This section would be
located outside of the 75' Estuarine Shoreline Area of Environmental Concern (AEC), as
measured from Mean High Water (MHW). Upon reaching highground, the boardwalk
would transition to a 653 linear foot span of walking trail (approximate length), to
measure 8' in width, as proposed. The trail would be graded in this area, but left as the
existing natural surface. The majority of this section of trail would also be located outside
of the Estuarine Shoreline AEC. The trail system would then transition again to another
elevated, wooden boardwalk, to measure 814' long by 8' in width. This section would be
predominantly located waterward of MHW, and would span a large expanse of coastal
wetland marsh. The boardwalk would extend to the northeast corner of the project site, to
a narrow strip of highground bound by NC Highway 133. The boardwalk would then turn
and run parallel to NC Highway 133. The boardwalk would transition to 6' in width for a
distance of 672' along the roadway. It would span approximately 240 linear feet of §404
wetlands and would partially span of a short section of coastal wetlands measuring a
length of approximately 35 linear feet and approximately 3' in width. The walkway
system would then transition to a final stretch of graded natural surface walkway, which
would measure approximately 582 feet in length by 8' in width. A temporary gravel
construction entrance would also be installed during the project and would be removed
and seeded/stabilized at the end of construction. This area is located outside of the
Estuarine Shoreline AEC. The applicant has stated that all sections of boardwalk over
wetlands would be elevated a minimum of 3' above the wetland substrate. No wetland fill
is proposed for any portion of the project. A 5' buffer on each side of highground
walkways/trails would also be temporarily impacted during construction.
Two piers are also proposed within Phase I of the project. The first pier would be located
at the southwest.corner of the project area, near the existing parking lot. The pier would
extend from highground and would measure approximately 197' in length by 10' in
width and would terminate at a 48' in length by 10' in width fixed, elevated T-head, to be
utilized as a fishing pier. The second pier would originate at the educational pavilion.
The pier access would measure 90' in length by 10' in width and would also terminate in
a fixed, elevated T-head measuring 48' in length by 10' in width. Water depths at the two
piers at Mean Low Water (MLW) measure -1.1' and +1.2', respectively. Neither structure
would provide for any docking space, but would be used for fishing and observational
purposes only. The two piers would extend approximately 130' and 20' into the
waterbody, respectively. The width of the waterbody measures approximately 1500'
across.
RECENED
AUG 0 3 1015
606V-""� I�IN y., •
n

Town of Belville- Brunswick Riverwalk at Bclville
Page Three
10. ANTICIPATED IMPACTS:
The 8' wide elevated, wooden boardwalk would result in the shading of approximately
5,530 square feet of mixed coastal and §404 wetlands. The two 6' wide boardwalks
would result in the shading of an additional approximate 1,860 square feet of §404
wetlands. The gravel walkway would fill approximately 6,015 square feet of highground.
The natural surface walking trail would result in the additional disturbance of
approximately 9,631 square feet of high ground. The trail construction would also result
in the temporary disturbance of and an additional 66,682 square feet of area.
The piers and platforms would result in the incorporation of approximately 2,210 square
feet of Estuarine Waters and Public Trust Area.
Submitted by: Heather Coats Date: 7/29/2015 Office: Wilmington
RECEIVED
AVG 0 3 205

Narrative
I. Introduction
The proposed project, to be known as the Brunswick Riverwalk at Belville, will be located in the
Town of Belville in Brunswick County, North Carolina. Specifically, the project site is located on NC
133, south of US 17, across from the Belville Elementary School, and is directly adjacent to the
Brunswick River. The existing site contains a parking lot and playground area, along with an
observation deck on the southern side of the property. The existing park is the largest parcel of
publicly accessible waterfront on the western side of the Brunswick River / Cape Fear River from
Navassa to the ocean in Southport, a distance of approximately 25 miles. In contrast, the City Of
Wilmington enjoys significant public access to the Cape Fear River on its eastern side. The proposed
project will allow citizens of the area to enjoy public access to a larger portion of the river.
Furthermore, the development of the project will ensure that the natural beauty of the property is
kept for the foreseeable future, as opposed to being developed into a larger commercial
development.
II. Proiect Description
The project will be broken into phases. Phase I will take place on the existing park property and the
property adjacent to and north of the existing park property. Phase II of the project will occur
adjacent to and north of Phase I. New facilities planned for Phase I will include an approx. 3,400'
walking trail heading northward along the marsh boundary of the Brunswick River, which will consist
of approx. 740' of V minus limestone trail, approx. 1,220' of improved natural surface trail, and
approx. 1,400' of wooden pedestrian walkways where necessary. Additionally, Phase I will also
include an observation deck located near the recently constructed educational pavilion, as well as a
125' long fishing pier located near the existing parking lot. The trails will start near the existing
parking lot and continue to the Phase I / Phase II boundary, at which point the trail will return
parallel to NC 133 and loop back around to its starting point. Phase II of the project (to be designed
and permitted at a later date) will include additional walking trails that will connect to the Phase I
trails at the Phase I / Phase II boundary, which will lead northward to a future kayak/canoe launch
facility with limited parking at the northern edge of the property. Future plans for the park also
include a restaurant building, to be located adjacent to the existing park parking lot, which will also
include several shops. The future restaurant building will be permitted at a later date, at which
point the existing wet detention basin will need to be modified.
Since the Belville Elementary School will be located directly across the street from the park, the
students of the school will be able utilize the park for educational purposes. The walking trails will
include educational signs identifying the flora and indigenous fish species and their relevance to the
habitat. The Town envisions live and interactive classes for the children on science, botany, and
environment and the importance of tidal marshlands on the habitat.
The Town envisions this facility as serving a multitude of purposes far beyond that of the typical
municipal park. Furthermore, they see this as being beneficial to the entire region. It will be a
combination public sector / private sector venture.
Since the project is being funded by PARTF grant funds, the project will meet the PARTF requirement
of meeting ADA compliance. The trail locations have been designed to follow the contour lines as
much as possible in order to reduce slopes, and the structures have been designed to meet ADA
RECEIVED
Brunswick Riverwalk At Belville Phase I RECEIVED
stormwaterNarrative AUS 01 MIS O KA WII MINGTO N, NC
JUL 2 7 2015

guidelines such as slopes, handrails, railing height, etc. The proposed fishing pier will include 'drop -
down' areas to allow for ADA accessible fishing, as described in the ADA guidelines.
Phase I of the project proposes to disturb approx. 1.89 acres. The disturbance includes the
construction of the proposed walking trails and associated wooden pedestrian walkways, as well as
construction of the observation deck and 125' fishing pier. The 8' wide walking trails will require
approximately 3' of clearing on each side of the trail, which produces a 14' wide clearing path.
The trails will involve minimal disturbance, where it is expected that the contractor will choose to
utilize small grading equipment (such as a Bobcat) in order to compact the natural surface as
appropriate. The proposed wooden pedestrian walkways, observation deck, and fishing pier (design
by KCI Associates) will be supported by piles to be driven by a pile driver capable of meeting the
depths required by the structural engineering design. It is expected that the piles for the
observation deck and fishing pier will need to be driven by the use of a barge. The contractor will
have the option of installing the piles solely with an impact hammer, or a vibratory hammer with the
exception of the last 12", where the remaining 12" will be driven with an impact hammer in order to
verify capacity. The contractor will also have the option to install concrete sonotubes at areas
outside of the 404 wetlands and the 30' CAMA AEC.
The proposed observation deck, shown on sheet C.4.6 of the plans, will be approx. 90' long from its
tie-in location at existing grade to the end of the platform. The structure will connect to the existing
6' wide pavilion ramp, and will continue as 6' wide for approx. 40', at which point it will transition to
10' wide for the remainder of the structure. At low tide (MLW), the water depth will be 1.2'. At
high tide (MHW), the water depth will be -3.1'.
The proposed fishing pier, shown on sheet C.4.7 of the plans, will be approx. 210' long from its tie-in
location at existing grade to the end of the platform. The structure will be 10' wide. At low tide
(MLW), the water depth will be -1.1'. At high tide (MHW), the water depth will be -5.4'.
The overall shaded impact area of coastal wetlands/march (CW) created by the proposed structures
is 5,530 s.f.
The future water and sewer service lines labeled on C.3.1, as well as the future grinder pump station
labeled on C.4.6, are shown for reference only, and will be permitted at a later date. They have
been shown to indicate future plans for the existing pavilion to acquire water and sewer service.
The same service lines will connect to the future equipment storage facility that is also labeled on
C.3.1. The Town plans to utilize the future equipment storage facility to store equipment for
maintenance of the park; the details of the building are still being worked out by the Town.
RECEIVED
RECEIVED
AUG 09 2015 DCM WILMINGTON, NC
fx.NKwnz>wli Jul 2 7 2015
Brunswick Riverwolk At Belville Phase I
stormwater Narrative

OOM MP-1
APPLICATION for
melor Development Permit
(last revised 12/27/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
Town Of Belville
Project Name (if applicable)
Brunswick Riverwalk At Belville
Applicant 1: First Name
Athina
MI
Last Name
Williams
Applicant 2: First Name
MI
Last Name
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
497 Olde Waterford Way, Suite 205
PO Box
City
Belville
State
NC
ZIP
28451
Country
USA
Phone No.
910-371-2456 ext.
FAX No.
910-371-2474
Street Address (if different from above)
City
State
ZIP
Email
[e-mail]
2. Agent/Contractor Information
Business Name
Cavanaugh & Associates
Agent/ Contractor 1: First Name
MI
Last Name
Jeff
P
Cappadona
Agent/ Contractor 2: First Name
MI
Last Name
Mailing Address
PO Box
City
State
1904 Eastwood Rd., Suite 205
Wilmington
NC
ZIP
Phone No. 1
Phone No. 2
28403
910 - 392 - 4462 ext.
ext.
FAX No.
Contractor #
910 392 4612
Street Address (if different from above)
city
State
ZIP
Email
[e-mail]
<Form continues on back> AUf, P RECEIVED
DCM WILMINGTON, NC
JUL 13 2015
252-808-2808 .. 1-888-4RCOAST .. www.nccoastaimanagement.net

Form DCM MP-1 (Page 2 of 5)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple)
Street Address
State Rd. #
Brunswick
580 River Road, 570 River Road
NC 133
Subdivision Name
City
State
Zip
N/A
Belville
NC
28451 -
Phone No.
Lot No. (a) (d many, attach additional page with list)
910 - 371 - 2456 ext.
038FA01301, 038FA01302, I ,
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
i FeA r
Cape Fear river basin, nearest to Brunswick River
c. Is the water body identified in (b) above, natural or manmade?
d. Name the closest major water body to the proposed project site.
®Natural ❑Manmade ❑Unknown
Brunswick River
e. Is proposed work within city limits or planning jurisdiction?
f. If applicable, list the planning jurisdiction or city limit the proposed
®Yes ❑No
work falls within.
Town Of Belville
4.
Site Description
a.
Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft.)
4,813
891,640
c.
Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high water) or
418,772, 472,868,
NWL (normal water level)
(if many lot sizes, please attach additional page with a list)
15 ®NHW or ❑NWL
e.
Vegetation on tract
404 wetlands, 401 coastal wetlands
f.
Man-made features and uses now on tract
The existing site includes an existing park built in the 1990s that includes a parking lot, playground areas, a restroom
building, as well as an observation deck on the southern side of the property. The recently approved CAMA Minor Permit
allowed for the construction of a new educational pavilion near the shore of the Brunswick River.
g.
Identify and describe the existing land uses adlacent to the proposed project site.
South - Proposed to be a subdivision (Hawkeswater) with a marina. The site is currently under development.
North - Owned by NCDOT. The large majority of the property is wetlands, and a small portion of the property (approx. 20%)
is used as NCDOT offices/storage.
h.
How does local government zone the tract?
I. Is the proposed project consistent with the applicable zoning?
R-10 Residential District
(Attach zoning compliance certificate, it applicable)
®Yes ❑No ❑NA
j.
Is the proposed activity part of an urban waterfront redevelopment proposal? ❑Yes ®No
k.
Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. ®Yes []No ❑NA
If yes, by whom? UNCW Anthropology Department
I.
Is the proposed project located in a National Registered Historic District or does ft involve a []Yes ®No ❑NA
National Register listed or eligible property?
<Form continues on next page> AUG p a "t RECEIVED
�64" °',X X DCM WILMINGTON, NC
252-808-2808 :: 1-888-4RCOAST :: www.nccoastaimanagement.net

Form DCM MP-1 (Page 3 of 5)
APPLICATION for
Major Development Permit
m. (i) Are there wetlands on the site? ®Yes []No
(ii) Are there coastal wetlands on the site? SYes []No
(iii) If yes to either (i) or (ii) above, has a delineation been conducted? SYes []No
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
The site is currently served by a restroom building, built in the 1990s, which discharges waste to the on -site septic system.
o. Describe existing drinking water supply source.
The site is served by several water fountains, which are sourced by the waterline on NC 133. The waterline connections
were made with the construction of the original park in the 1990s.
p. Describe existing storm water management or treatment systems.
The existing park is permitted under SW8 940517, which includes a wet detention basin that handles the runoff from the
existing parking lot.
5. Activities and Impacts
a. Will the project be for commercial, public, or private use? []Commercial I$ IPubllc/Government
❑Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
The project will be broken into phases, and this application is for the first phase. Phase I will lake place on the existing park
property and the property adjacent to and north of the existing park property. Phase II of the project will occur adjacent to
and north of Phase I. New facilities planned for Phase I will include an approx. 3,400' walking trail heading northward along
the marsh boundary of the Brunswick River, which will consist of approx. 740' of %" minus limestone trail, approx. 1,220' of
improved natural surface trail, and approx. 1,400' of wooden pedestrian walkways where necessary. Additionally, Phase I
will also include an observation deck located near the recently constructed educational pavilion, as well as a 125' long fishing
pier located near the existing parking lot. The trails will start near the existing parking lot and continue to the Phase I / Phase
11 boundary, at which point the trail will return parallel to NC 133 and loop back around to its starting point. Phase II of the
project (to be designed and permitted at a later date) will include additional walking trails that will connect to the Phase I trails
at the Phase I / Phase II boundary, which will lead northward to a future kayak/canoe launch facility with limited parking at
the northern edge of the property. Future plans for the park also include a restaurant building, to be located adjacent to the
existing park parking lot, which will also include several shops.
Since the Belville Elementary School will be located directly across the street from the park, the students of the school will be
able utilize the park for educational purposes. The walking trails will include educational signs identifying the flora and
indigenous fish species and their relevance to the habitat. The Town envisions live and interactive classes for the children
on science, botany, and environment and the importance of tidal marshlands on the habitat.
The park will be open to the public during daylight hours for everyone to utilize the proposed trail system, observation deck, and
fishing pier, as well as the existing infrastructure at the park (playgrounds, etc.).
c. Describe the proposed construction methodology, types of construction equipment to be used during construction, the number of each type
of equipment and where it is to be stored.
The trails will involve minimal disturbance, where it is expected that the contractor will choose to utilize small grading
equipment (such as a Bobcat) in order to gompact the natural surface ps appropriate. The proposed wooden pedestrian
walkways, observation deck, and fishing pier (design by KCI Associates) will be supported by piles to be driven by a pile
driver capable of meeting the depths required by the structural engineering design. It is expected that the piles for the
observation deck and fishing pier will need to be driven by the use of a barge.
RECEIVED
AUG 0 8 7015
In r-wnv RECEIVED
DCM WILMINGTON, NO
u u 13 2415
252-808-2808 :: 1-888.4RCOAST :: www.nccoastaimanagement.net

Form DCM MP-1 (Page 4 of 5)
APPLICATION for
Major Development Permit
d. List all development activities you propose.
The project will be broken into phases, and this application is for the first phase. Phase I proposes approx. 3,400' walking trail
heading northward along the marsh boundary of the Brunswick River, which will consist of approx. 740' of %" minus
limestone trail, approx. 1,220' of improved natural surface trail, and approx. 1,400' of wooden pedestrian walkways where
necessary. Additionally, Phase I will also include an observation deck located near the recently constructed educational
pavilion, as well as a 125' long fishing pier located near the existing parking lot. Phase II of the project (to be designed and
permitted at a later date) will include additional walking trails that will conned to the Phase I trails at the Phase I / Phase 11
boundary, which will lead northward to a future kayak/canoe launch facility with limited parking at the northern edge of the
property. Future plans for the park also include a restaurant building, to be located adjacent to the existing park parking lot,
which will also include several shops.
e. Are the proposed activities maintenance of an existing project, new work, or both? New work
f. What is the approximate total disturbed land area resulting from the proposed project? 1.89 ❑Sq.Ft or ®Acres
g. Will the proposed project encroach on any public easement, public accessway or other area ❑Yes ®No ❑NA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
The site's existing stormwater permit (SW8 940517) includes a wet detetion basin that discharges to the Brunswick River (N
34dl3'15.50"N, 77d58'51.29"W). The site also includes two 36" RCP parallel culverts that flow under NC 133 and discharge
to the Brunswick River (34d13'28.80"N, 77d59'2.41' W). The proposed development does not propose any additional
discharges to the waters of the state.
I. Will wastewater or stonnwater be discharged into a wetland? []Yes ®No ❑NA
If yes, will this discharged water be of the same salinity as the receiving water? ❑Yes ❑No ❑NA
j. Is there any mitigation proposed? ❑Yes ®No ❑NA
If yes, attach a mitigation proposal.
<Form continues on back>
6. Additional Information
In addition to this completed application form, (MP-1) the following items below, if applicable, must be submitted in order for the application
package to be complete. Items (a) — (0 are always applicable to any major development application. Please consult the application
instruction booklet on how to properly prepare the required items below.
a. A project narrative.
b. An accurate, dated work plat (including plan view and cross -sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed.
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties.
e. The appropriate application fee. Check or money order made payable to DENR.
f. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such
owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in
which to submit comments on the proposed project to the Division of Coastal Management.
Name Hawkeswater (Brad Brundage, D.R. Horton, Inc.) Phone No. [phone]
Address 4073 Belle Terre Blvd, Myrtle Beach, SC 29579
Name NCDOT (Ben Hughes) Phone No. [phone]
Address 300 Division Dr., Wilmington, NC 28401
Name Phone No.
Address
I1tk-tivtu
AUG 0 $ 70b DCM RECEIVED
WILMIING ON, NC
uu y a�n15
252.808-2808 :: 1-888-4RCOAST :: www. nocoasta l management. net

Form DCM MP-1 (Page 5 of 5)
APPLICATION for
Major Development Permit
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
SW8 940517
BE 14-01
h. Signed consultant or agent authorization form, if applicable.
I. Wetland delineation, if necessary.
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner)
k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1-10), if necessary. If the project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act.
7. Certification and Permission to Enter on Land
I understand that any permit issued in response to this application will allow only the development described in the application.
The project will be subject to the conditions and restrictions contained in the permit.
I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to
enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up
monitoring of the project.
I further certify that the information provided in this application is truthful to the best of my knowledge.
Date May 29, 2015 Print Name Athina Williams
Signature
Please indicate application attachments pertaining to your proposed project.
®DCM MP-2 Excavation and Fill Information ❑DCM MP-5 Bridges and Culverts
®DCM MP-3 Upland Development
®DCM MP-4 Structures Information
RECEIVED RECEIVED
Mr, 0 3 2016 DCM WILMINGTON, NC
252-808-2808 :: 1-888.4RCOAST :: www.nccoastaimanagement.net

Form DCM MP-3
UPLAND DEVELOPMENT
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
GENERAL UPLAND DEVELOPMENT
a. Type and number of buildings, facilities, units or structures
proposed.
4 proposed structures:
(1) Pedestrian Walkway #1
(2) Pedestrian Walkway #2
(3) Pedestrian Walkway #3
(4) Equipment storage facility (future)
c. Density (give the number of residential units and the units per
acre).
N/A
e. If the proposed project will disturb more than one acre of land, the
Division of Land Resources must receive an erosion and
sedimentation control plan at least 30 days before land -disturbing
activity begins.
(i) If applicable, has a sedimentation and erosion control plan been
submitted to the Division of Land Resources?
®Yes []No ❑NA
(ii) If yes, list the date submitted: Same date as this submittal
g. Give the percentage of the tract within the coastal shoreline AEC to
be covered by impervious and/or built -upon surfaces, such as
pavement, building, rooftops, or to be used for vehicular driveways
or parking.
1.98% (includes exisitng impervious area)
I. Give the percentage of the entire tract to be covered by impervious
and/or built -upon surfaces, such as pavement, building, rooftops,
or to be used for vehicular driveways or parking.
11.53%
Describe proposed method of sewage disposal.
The exisitng pavilion building was built with an unfinished
bathroom to be connected in the future. The plans
submitted with this permit application show future water
and sewer service lines; the bathroom will connect to
the future grinder pump station and be routed along the
sewer service line to the existing forcemain on NC 133
I. Describe location and type of proposed discharges to waters of the
state (e.g., surface runoff, sanitary wastewater, industrial/
commercial effluent, 'wash down" and residential discharges).
b. Number of lots or parcels.
d. Size of area to be graded, filled, or disturbed including roads,
ditches, etc.
1.89 acres (limits of disturbance)
f. List the materials (such as mart, paver stone, asphalt, or concrete)
to be used for impervious surfaces.
(1) 3/4" minus limestone, (2) Improved natural surface trail
It. Projects that require a CAMA Major Development Permit may also
require a Stonnwater Certification.
(i) Has a site development plan been submitted to the Division of
Water Quality for review?
®Yes []No ❑NA
(ii) If yes, list the date submitted: Same date as this submittal
(this has been interpreted to mean a Stormwater
Management Permit)
k. Have the facilities described in Item (i) received state or local
approval?
SYes []No ❑NA
If yes, attach appropriate documentation.
RECEIVED
AUG 0 3 2015
�uanHov DCM WILM NIG ON, NO
m. Does the proposed project include an innovative stommater
design? JUL 13 2015
252.808-28082 :: 1.888-4RCOAST :: www.nccoastalmanaaement.net revised: 12126/06

Form DCM MP-3 (Upland Development, Page 2 of 2)
The only "discharge" to waters of the state will come from
surface runoff in the form of sheet flow across the
proposed natural surface trails. The trails will be at
least 50' from the mean high water line in order to meet
stormwater permitting requirements for impervious area
(while it could be argued that a natural surface trail is
not impervious, per previous scoping meetings for this
project the Town agreed to meet the 50' vegetative
buffer, which fits the vision of the park as being an
environmentally friendly area for the citizens to enjoy).
m. Describe proposed drinking water supply source (e.g., well,
community, public system, etc.)
Public system (future)
o. When was the lots) platted and recorded?
August 20, 1947
ply
Date
Brunswick Riverwalk At Belville Phase I
Project Name
Athina Williams, Town Administrator, Town of Belville
Applicant me
_���
�
6�
Applicant Signature
If yes, attach appropriate documentation.
n. (i) Will water be impounded? []Yes ®No ❑NA
III) If yes, how many acres?
p. If proposed development is a subdivision, will additional utilities be
installed for this upland development?
[]Yes ❑No ®NA
RECEIVED
Allf. 0 3 1015
J -Jkl, RECEIVED
DO:Ls- Au^ DCM WILMINGTON, NO
JUL 13 2015
252-808-2808 :: 1-888.4RCOAST :: www.nccoastalmanasrement.net revised: 12/26/06

Form DCM MP-4
STRUCTURES
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
1. DOCKING FACILITY/MARINA CHARACTERISTICS
a. (i) Is the docking facility/marina:
❑Commercial OPublic/Government ❑Private/Community
❑This section not applicable
b. (i) Will the facility be open to the general public?
®Yes []No
c. (i) Dock(s) and/or piers)
d. (i) Are Finger Piers included? ❑Yes ®No
(it) Number 2
If yes:
(!it) Length 90', 210'
(11) Number
IN) Width 10', 10,
(iii) Length
(v) Floating []Yes ®No
(iv) Width _
(v) Floating []Yes []No
e. (1) Are Platforms included? ®Yes []No
I. (i) Are Boatlifts included? []Yes ®No
If yes:
If yes:
III) Number 2
(11) Number
(III) Length 48y48
(iii) Length
(iv) Width 10'. 10'
(iv) Width
(v) Floating []Yes ®No
Note: Roofed areas are calculated from dripfine dimensions.
g. (i) Number of slips proposed
h. Check all the types of services to be provided.
0
❑ Full service, including travel lift and/or rail, repair or
(ii) Number of slips existing
maintenance service
❑ Dockage, fuel, and marine supplies
0
❑ Dockage ('Wet slips") only, number of slips:
❑ Dry storage; number of boats:
❑ Boat ramp(s); number of boat ramps:
0 Other, please describe:
Will be used as observation deck and fishing Dier
I. Check the proposed type of siting:
❑ Land cut and access channel
❑Open water; dredging for basin and/or channel
®Open water; no dredging required
❑Other; please describe:
k. Typical boat length: N/A
m. (i) Will the facility have tie pilings?
[]Yes ®No
(ii) If yes number of tie pilings?
j. Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types).
N/A
RECEIVED
Auf, 0 R 2015
I. (1) Will the facility be open to the general pul[Vwo—,;",1;Ji: X:9
®Yes []No
RECEIVED
DCM WILMINGTON, NC
JUL 2 7 2015
252-808-2808 :: 1-a88-4RCOAST :: www.nccoastaimanaaement.net revised: 12/27/06

Form DCM MP-4 (Structures, Page 2 of 4)
2. DOCKING FACILITY/MARINA OPERATIONS []This section not applicable
a. Check each of the following sanitary facilities that will be included in the proposed project.
❑ Office Toilets
❑ Toilets for patrons; Number: _; Location:
❑ Showers
❑ Boatholding tank pumpouk Give type and location:
b. Describe treatment type and disposal location for all sanitary wastewater.
N/A
c. Describe the disposal of solid waste, fish offal and trash.
N/A
d. How will overboard discharge of sewage from boats be controlled?
N/A
e. (t) Give the kxation and number of "No Sewage Discharge" signs proposed.
N/A
(ii) Give the location and number of"Pumpout Available" signs proposed.
N/A
f. Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products.
N/A
g. Where will residue from vessel maintenance be disposed of?
N/A
In Give the number of channel markers and "No Wake" signs proposed. N/A
i. Give the location of fuel -handling facilities, and describe the safety measures planned to protect area water quality.
N/A
j. What will be the marina policy on overnight and live -aboard dockage?
N/A
k. Describe design measures that promote boat basin flushing?
N/A
I. If this project Is an expansion of an existing marina, what types of services are currently provided?
N/A RECEIVED
AUr, 03 20t RECEIVED
N
m. Is the marina/docking facility proposed within a primary or secondary nursery areal DCBn-MNO (.,«.r DCM WILMINGTON, NC
®Yes ❑No JUL 2 7 2015
252.808.2808 n 1.888.4RCOAST :: www.nccoastalnnanaaennent.net revised: 12/27106

Form DCM MP-4 (Structures, Page 3 of 4)
n. Is the marina/docking facility proposed within or adjacent to any shellfish harvesting area?
❑Yes ®No
o. Is the marina/docking facility proposed within or adjacent to coastal wetlands/marsh (CW), submerged aquatic vegetation (SAV), shell bottom
(SB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected.
®CW fr 530 (shaded) ❑SAV ❑SB
OWL _ ❑None
p. Is the proposed marina/docking facility located within or within close proximity to any shellfish leases? ❑Yes ®No
If yes, give the name and address of the leaseholder(s), and give the proximity to the lease.
3. BOATHOUSE (including covered lifts) ®This section not applicable
a. (i) Is the boathouse structure(s):
❑Commercial ❑Public/Govemment ❑Private/Community
(ii) Number
(iii) Length
(iv) Width
Note: Roofed areas are calculated from dripline dimensions.
14. GROIN (e.g., wood, sheetpile, etc. if a rock groin, use MP-2, Excavation and Fill.) ®This section not applicable
a. (i) Number _
(ii) Length
(III) Width
15. BREAKWATER (e.g., wood, sheetpile, etc.) ®This section not applicable I
a. Length
c. Maximum distance beyond NHW, NWL or wetlands
b. Average distance from NHW, NWL, or wetlands
6. MOORING PILINGS and BUOYS 0This section not applicable
a. Is the structure(s):
❑Commercial ❑Public/Governmenl ❑Private/Community
c. Distance to be placed beyond shoreline
Note.: This should be measured from marsh edge, if present.
e. Arc of the swing
7. GENERAL
b. Number
d. Description of buoy (color, inscription, size, anchor, etc.)
RECEIVED
AUG 0 3 2015
RECEIVED
DCM WILMINGTON, NC
JUL 272015
252-808.2808 :: 1-888.4RCOAST :: www.nccoastalmanagement.net
revised: 12/27/06

Form DCM MP-4 (structures, Page 4 of 4)
a. Proximity of structure(s) to adjacent riparian properly lines b. Proximity of structure(s) to adjacent docking facilities.
570' (to the south), 1,840' (to the north) 2,070'
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body
Approx. 1 650'
e. (i) WIII navigational aids be required as a result of the project?
DYes ONO ❑NA
(ii) If yes, explain what type and how they will be implemented.
d. Water depth at waterward end of structure at NLW or NWL
Approx. T to 4'
8. OTHER []This section not applicable
a. Give complete description:
There will be two structures that extend into the Brunswick River. One will be an obervation deck, and the other will be
specifically designed as a fishing pier.
Applicant Signature
RECEIVED
AUG 0 s 2015
,uQ
RECEIVED
DCM WILMINGTON, NC
JUL 2 7 2015
252.808.2808 :: 1-888.4RCOAST u www.nccoastalmanagement.net rev1sad:12127106

1
MAJOR PERMIT FEE SCHEDULE
Belville Riverwalk / $400 / Brunswick County
DCM %
DWQ %
Development Te
Fee
14300160143510009316256253
2430016024351000952341
I. Private, non-commercial development that does
not involve the filling or excavation of any
wetlands or open water areas:
$250
100%
$250
0%
$0
II. Public or commercial development that does
not involve the filling or excavation of any
wetlands or open water areas:
$400
100%
$400
0%
$0
III. For development that involves the filling
and/or excavation of up to 1 acre of wetlands
and/or open water areas, determine if A,B, C,
or D below applies
III(A). Private, non-commercial development, if
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 Quality 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
1 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 than one acre of wetlands
and/or open water areas:
$475
60%
$285
40%
$190
RECEIVED
our. 03 205

DENR CAMA Daily Check Log for WIKO
Date
Date Depos/ Check Cheek
Received red Check From (Name) Name of Permit Holder _ Vendor Number amount PermH Number7Comments Refund7Reallocated
MV2015 6/23/15 Money order for BrandOn Grmes _
5=015 6/29/15' Lighthouse Marine Construction Inc
6l23/2015 6129/15 i Maritime Coastal Constructio__n LLC a
6/25/2015 6/29/15!Hunters Appartments LLC
6/25/2015 6/29/15 Marion or Eula Howard
6/25/2015 6/29/15 Allied Marne Contractors, LLC
61225/2015 6/29/15 Anglers Marne NC _
6/26/2015 6/29115 F and S Marne Contractors Inc.
6/29/2015 712/15 Hidden Coast AdventureCompany LLC
6/29/2015'1 712/15 Joseph or Lam Milligan
6/29/2015 7/2115 Ricky Hewett Construction
6/29/2015 7/2/15 Grandview Holdings, LLC
6/30/2015 7/2/15 F and S Marine Contractors Inc.
6/30/2015 712/15Ricky J Lanier
6/30/2015 7/2115 Snow Marine Construction & Dredging Inc.
Begin using receipt books for all checks
_ 7/1/2015 7/2/15 Town of Oak Island
_. _.
7/1/20151 7/2/151AIlied Marine Contractors, LLC
7%'j/2015 712/15 money order for J. Cassidy
7/1/2015 712/15 William or Melissa Shenod
7/3/2015 7/7/15 Empire Real Estate Services, Inc
_ W7/2015 717M 5 Steven T or Robin G. . Farmer
_ 7/7/2015 717/15 Richard West
V712015 7/7/15 Maritime Coastal ConsWction LLC
7(7/2015 717/15'Marsha L. Jenkins
_ WM015 7f7/15'Carolina Bluewaler ConsWclion, Inc.
_ 7/7/2015 717115 Ocean's Edge Ventures LLC
7/7/2015 7r7/15' Duncan Marne Contractors, Inc. _
7/7/2015 7/10115 James W and Donna M Jones _
_ 7/6/2015 7/10/15 Wilkinson Sunset Beach _
7/8/2015 7/10115 Ronald or Jennifer Stirrat
7/8/2015 7/10/151 Carolina Bluewater Construction, Inc.
Co. Parks and Red, Rick Perry
Corbett
Ead Worsley
_-Billy Baler
John or Jannice Lee
Wells Fargo Bank
B of
The Little E
B of
BB &T
PNC Bank
ff Bank
PNC Bank
LG Federal
BB &T
BB &T
B of
BB &T
North Amer. Ban"
State Employees C
B of
BB &T
CresCom Bank
_BB &T
- BB&T ----
- - BB&T
nneberer Branch Banking_ an<
PNC Bank _
PNC Bank _
_ PNC Bank _
MCAlmey _ BB &T
7/8/2015 7/10115 i,Carolina Beach Land holdings LLC
arrle/Matt Murphy
7/8/2015 7110115'CESROK, LLC
'as
7/8/2015 7/10/15*Coastal Marine Piers Bulkheads LLC
_
Tom Conley
7/9/2015 7/10115 O'Ouin Construction _ _
Onn O'Ouin 1
n
7/9/2015 7/10/15. Lighthouse Marine construction Inc
Coy Carter
7/9/2016 7/14/15 D. Chad or Amyl Kimes
TTEREVE
- _
7/9/2015 7/10/15 Backwater Marine Construction Inc
Larry Alderson L :
� on
m
7/912015. 7/10/15 Will Clarence Richardson/Richardson Constructio Michael O'Hern 7
_
James "Ash" Cook)
N
7/9/2015 7/10/15
Backwater Marine Construction Inc
Dana &_ Chris Beni
_
7/9/2015 7/10/15
JRW/RDW Inc
Gail S. Colvin
7/9/2015
7/10/15
Grce Construction of Brunswick Co
Mark & Carol Cramer
-.__-
_ Sheryl Andrews
7/10/2015
7/14115
Carolina Marine Dredging Inc
Masonti Harbour
7/8/2015
' 7/14/15
Clements Manne Construction LLC
James Mulkey
7/8/2015 6/17/38 Charles Riggs & Associates Inc
Richard and Linda Baker
7/8/2015 7/14/15 George and Deirdre Baker
.same
7/8/2015 7/14/15 Backwater Marine Construction
_Jack and Connie White
7/9/2015 7/14/15'Chatl Kimes
_
TTEREVE
7/73/2015 Ray Cox
Pender County Utilities
7/14/2015 Sunset Beach West LLC
_
same
7/1212015 n/a 257 LAFAYETTE ST CORP.
New Amsterdam LLC
7/13/2015 Town of Belville
same
SNC Bank
Wells Fargo Bank
First Citizens Bank
B ofA
NC State Employe
BB &T - -
BB &T
BB &T
First Bank
BB &T
First Bank
First Citizens Bank
First Citizens Bank
BB &T
BB &T
NC State Employees' Credit Unto
NC State Employees'Credit Unto
BB &T
Norm Fork Bank
5430 $200.00 GP
2116 $20000 GP
5659 $100.00 their
3265 $200.00 GP
2085 $200.00 GP
4380, $200.00 GP
4603 _ $200.00GP
721 $100.00min
6180I $200.00 GP
1116' $100.00 renewal fee,
4611 $200.00 GP for 440 C
1028 $200.00 GP 63281D
2937 $200.00 GP 64719D
59736 $100.00 mod fee, MP
2146 $200.00 GP 64709D
1045 $200.00 GP 64710D
08878. $200.00 GP 64708D
2425 5200.00_ GP 63282D
7168 $200.00 GP 64686D
1415 $200.00 GP 6
4689D
2005
$200.00 GP 64693D
1046
$200.00GP
for 18 West Ridge, Surf City
9410
$200.00GP 84890D
6485
$200.00 GP 64687D
5016
$200 00 GP 64718D
1961
$200.00, GP 64721D
1992
$400.00
major ice, 412 Martin St, SB
1287
$100.00
renewal fee, MP 65-11
9411
$200.00
GP 64692D
2008
$200.00
NOV 15-10D, Carolina Bch. NH
2143
$100.00
minor fee, SH 15-01, BrCo
20317
$250.06 major fee, 530 Waynick, WB NI
8187
_
$100.00 minor fee, 310 N. Shore Dr., Su
5454'
$200.00 GP6471l D, JD rct.0329
4473
$100,00 mod fee, MP 18-15
1994
$200.00 GP 646940
_
6053
$650.00 GP 64732D @$400
1993
20401
10426
1114
3838
14048
1108
1988
4473
4602
1035
1610
59236
Watch Dr. HB,
GP 64684D @$400
HS rct 0264D
$100.00 renewal fast, MP 23-01 _ _
RM rct. 0352D
$250.00 major fee, PNCo
PH net. 0459D
$250.00 major mod, MP 84-13
PH rct. 0460D
$250.00 major fee, 340 Old Point Loop, Pni
PH rct. 0458D
$200.00 GP64688D
_
$100,00 mod fee, MP 18-15
PH mt. 0461 D
$400.00 GP for Pender Co. utilities expansion
$400.00 major fee, West End Sunset Beach, Br.
PH rct. 0462D
$200.00 NOV 15-10D, Carolina Bch. NHCo
returned per TM
$400,00 melon fee. Riverwalk 06elville BrCo
PH rct. 0463D

T-1�A
---_
NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
Donald R. van der Vaart
Secretary
July 30, 2015
[e-mail]
2 Pages
Star News
Legal Advertisement Section
Post Office Box 840
Wilmington, North Carolina 28402
Re: Major Public Notice - Town of Belville /BR Co.
Team Kyle: Please publish the attached Notice in the Saturday, August], 2015 issue.
The State Office of Budget & Management requires an original Affidavit of Publication prior to
payment for newspaper advertising.
Please send the original affidavit and invoice for payment to Shaun Simpson at the NC Divison of Coastal
Management, 127 Cardinal Drive Extension, Wilmington, NC 28405, 910-796-7226. Paying by Credit Card
(number on file with Elsa Lawrence, Ref acct # 796-7215). Please send a copy of the credit card receipt to me.
Thank you for your assistance in this matter. If you should have any questions, please contact me at our
Wilmington office.
Sincerely,
1�
Shaun K. Simpso
Permit Support & Customer Service
Division of Coastal Management
cc: WiRO
Doug Huggett - MHC DCM
Tyler Crumbley - USACE
Michele Walker- DCM
N. C. Division of Coastal Management
127 Cardinal Drive Ext., Wilmington, NC 28405
Phone: [phone] FAX: [phone] Intemet: www,nccoastalmanagement.net
An Equal Opportunity \ Affirrnatve Acton Employer

NOTICE OF FILING OF
APPLICATION FOR CAMA MAJOR
DEVELOPMENT PERMIT
The Department of Environment and Natural Resources hereby gives public notice as required by NCGS
113A-119(b) that the following application was submitted for a development permit in an Area of
Environmental Concern as designated under the CAMA. According to said application, #t July 13, 2015 the
Town of Belville proposed to construct a boardwalk - walking trail system with two (2) piers from 570-580
River Rd., adjacent to the Brunswick River, in Belville, Brunswick County. A copy of the application may be
examined or copied at the office of Heather Coats, N.C. Dept. of Environment & Natural Resources, Div. of
Coastal Management, 127 Cardinal Drive Ext., Wilmington, North Carolina 28405, (910-796-7424) during
normal business hours.
Comments mailed to Braxton C. Davis, Director, Division of Coastal Management, 400 Commerce
Avenue, Morehead City, NC 28557-3421, prior to August 22, 2015 will be considered in making the permit
decision. Later comments will be accepted and considered up to the time of permit decision. Project
modification may occur based on review and comment by the public and state and federal agencies. Notice of
the permit decision in these matters will be provided upon written request.
RECEIVED
Aur, 0 t 10b
6cw .4"v S.pLv
u1

OWN
North Carolina Department of Environment and Natural Resources
Pat McCrory Donald R. van der Vaart
Governor Secretary
July 29, 2015
Mr. Jeffrey Cappadona
Cavanaugh & Associates
1904 Eastwood Rd., Suite 205
Wilmington, NC 28403
Dear Mr. Cappadona:
The Division of Coastal Management hereby acknowledges receipt of your application, acting as agent for
the Town of Belville, for State approval of the construction of the Brunswick Riverwalk at Belville Phase I, located
at 570-580 River Road in Belville, Brunswick County, and adjacent to the Brunswick River. It was received as
complete on 7/13/13tand appears to be adequate for processing at this time. The projected deadline for making a
decision is 9/27/15. An additional 75-day review period is provided by law when such time is necessary to complete
the review. If you have not been notified of a final action by the initial deadline stated above, you should consider
the review period extended. Under those circumstances, this letter will serve as your notice of an extended review.
However, an additional letter will be provided on or about the 75th day.
If this agency does not render a permit decision within 70 days from 7/13/15 you may request a meeting
with the Director of the Division of Coastal Management and permit staff to discuss the status of your project. Such
a meeting will be held within five working days from the receipt of your written request and shall include the
property owner, developer, and project designer/consultant.
NCGS I I3A-119(b) requires that Notice of an application be posted at the location of the proposed
development. Enclosed you will find a "Notice of Permit Filing" postcard which must be posted at the property of
your proposed development. You should post this notice at a conspicuous point along your property where it can be
observed from a public road. Some examples would be: Nailing the notice card to a telephone pole or tree along the
road right-of-way fronting your property; or at a point along the road right-of-way where a private road would lead
one into your property. Failure to post this notice could result in an incomplete application.
An onsite inspection will be made, and if additional information is required, you will be contacted by the
appropriate State or Federal agency. Please contact me if you have any questions and notify me in writing if you
wish to receive a copy of my field report and/or comments from reviewing agencies.
Sincerely,
Hedreffr�Co:tstsv/ r�L
Field Representative
cc: Doug Huggett, DCM
Debra Wilson, DCM
Tyler Crumbley, COE
Connie Marlowe, Brunswick County
127 Cardinal Drive Ext, Wilmington, North Carolina 28405
Phone: [phone] Internet: www.nodenr.gov
An Equal Opporhmily I Affirmative Action Employer- Made in pat by recycled paper
RECEIVED
AUG 0 A 20b
vy v4 44
�. A M, fir. /� 11

N0Tl(0'$lm7A
CAMA PERMIT
APPLIED FOR
PROJECT: "pp►►cant proposes to construct a
bo "
p1ers from 57n_rearRoad adiacnnt to the
,Brunswick ►ver, in Eselville., Bruns"wick Co.
x m m
Q m
x oC�OMMENTS ACCEPTED THROUGH Auaust 22. 2015
_�
APPLICANT: FOR MORE DETAILS CONTACT
THE LOCAL PERMIT OFFICER BELOW:
Town of Belviile �t NC Div. of Coastal Management
497 OIde Waterford Way # 205 127 Cardinal Dr. Ext.
Belviile, NC 28403 Wilmington, NC 28405
Heather Coats, Field Representative
Agent: Jeffery Cappadona [phone] 910-796-7424

May 29, 2015
Date
Brad Brundage, D.R. Horton, Inc.
Adjacent Property Owner
4073 Belle Terre Blvd.
Mailing Address
Myrtle Beach, SC 29579
City, State, Zip Code
Dear Adjacent Property:
Domestic Mail Only
.D
if
L
USE
PTAa
Q
$
S6.35
n;rlE
ri
Postage
2 gy,q
N Cerfiied Fee
L)t
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(Endasamenl Req
Postmark
Here
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or PO aox No.
11VfafiOt�l'
-._:.._......................
c , ere rwa
L 1 3 2015
This letter Is to inform you that I, Town Of Belville (Athina Williams. Town Administrator) have applied for a CAMA Major
Property Owner
Permit on my property at 580 River Road, Belville. NC 28451 in BRUNSWICK
Property Address
County. As required by CAMA regulations, I have enclosed a copy of my permit application and project
drawing(s) as notification of my proposed project. If you have any questions or comments about my proposed project,
please
contact me at [phone] or by mall at the address listed below. If you wish to
Applicant's Telephone
file written comments or objections with the LOCAL GOVERNMENT CAMA Major Permit Program, you may submit
themto:
No comment within 30 days of
Sincerely,
Town Of Belville
Athina Wlna Wl r Administrator
Property Owner
497 Olde Waterford Way
Mailing Address
Belville, NC 28451
City, State, Zip Code
■ Complete items 1, 2, and 3. Also complete
Rem 4 if Restricted Delivery is desired.
■ Print your name and address on the reverse
so that we can return the card to you.
■ Attach this card to the back of the mailpiece,
or on the front if space permits.
1. Article Addressed to: 2 11 ¢Q 1
�.a-- 1 "+br'(6(,.l cJ fvnae��,)
40-73 &Jle Ter(` fjly�
M141c BYALLI SG 2RS79
RECEIVED
AIX 0,1 70S
r1(�klJi/4rt hMly
0 Agent
6cerveKbV(PAnfed ame)
. Dateo Delivery
D.
V deliveryaddress different from Rem
lT 17RWIVED
f YES, edtef Aelivery;addri!I"t*W:
E3 No
OCM WILMINGTON,
Nl tIr, n q Tqb
JUL 1 3 2015
3. Service Type
❑ certified Mail* ❑ Priority Mail Express-
❑ Registered ❑ Return Receipt for Merchandise
❑ Insured Mail ❑ Collect on Delivery
4. Restricted Delivery? (Exaa Fee) ❑ Yes
2. Article Number - —
nrrensfer from service label) 699T 9rf6r[ 2000
t PS Form 3811, July 2013 Domestic Return Receipt
02VT h'CDz
RECEIVED RECEIVED
AUG 0 A 2015 DCM WILMINGTON, NC
JUL 13 2015

May 29, 2015
Date
Ben Hughes. NCDOT
Adjacent Property Owner
300 Division Dri
Mailing Address
Wilmington, NC 28401
City, State, Zip Code
Dear Adjacent Property:
U.S.
Postal
Service"
'
CERTIFIEDMAIL°'�ECEIPT
Domestic
Mail
Only
For delivery
information,
visit our
website
at w v usps.conn
-a I—
u-
ti
C3 R,
C3(Ends
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r1J
ATotal
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c orr`• or Poi
Postage
I d• sll.95 I
All6 n t 201S
ui KN� +,wtu tJ?�
EE
This letter Is to inform you that I, Town Of Belville (Athina Williams. Town Administrator} have applied for a CAMA Major
Property Owner
Permit on my property at 680 River Road Belville NC 28451 in BRUNSWICK
Property Address
County. As required by CAMA regulations, I have enclosed a copy of my permit application and project
drawing(s) as notification of my proposed project. If you have any questions or comments about my proposed project, RECEIVED
please AIIA o A 705
contact me at (9101371-2456 or by mall at the address listed below. If you wish to
Applicant's Telephone
file written comments or objections with the LOCAL GOVERNMENT CAMA Major Permit Program, you may submit
them to:!'�JI,
No comment within 30 days of
Sincerely,
Town Of Belville
Athina Williams Town Administrator
Property Owner
497 Olds Waterford Way
Mailing Address
Belville. NC 28451
City, State, Zip Code
■ Complete items 1, 2, and 3. Also complete
item 4 if Restricted Delivery is desired.
■ Print your name and address on the reverse
so that we can return the card to you.
■ Attach this card to the back of the mailpiece,
or on the front if space permits.
1. Article Addressed to:
�I C O OT (Fjen I•I Jy �,S)
30,
A. Si re
X 0.ryl S�o Oe.rS
9'Agem
ived by nted,nr�l1� ) C. g?te of Delivery
D. Is delivery address different from It@m l? ❑ Yes
It YES enter delivery address be(ow:RECm`0
DCM WLMWU I UN, NC
JUL 1 3 2015 AUr+,t�
3. Service Type
❑ Certified Malls ❑ Priority Mall Express-
C3 Registered ❑ Return Receipt for Merchandise
❑ Insured Mail ❑ Collect on Delivery
4. Restricted Delivery? (Extra Feed ❑ Yes
2. Article Number 5991 9T6T 2000 029T fiTOZ
(transfer from service lab
Ps Form 3811, July 2013 Domestic Return Receipt
RECEIVED
DCM WILMINGTON, NC
JUL 13 2015

AGENT AUTHORIZATION FOR CAMA PERMIT APPLICATION
Name of Property Owner Applying for Permit: �n . o^ n f a� _
Mailing address:
Phone Number:
I certify that I have authorized 4 Q S S o f Qleo-
Agent / Contractor
to act on my behalf, for the purpose of applying and obtaining all CAMA permits
necessary for the proposed development of Ave-r� c , , k R"
at my property located at
X.
in I r ,,,, s u ; L- 1C� County.
This certification is valid through 1 a 9,0 a o
ate
(Property Owner Information)
Signature
Print or Type a�
�oa.. ad..,;p �S�rglL
Title
Date
0t 3 -) l- ),4 S G
Phone Number
yp` el- /'M' -\Qa�
Email Address
RECEIVED
DCM WILMINGTON, NC
JUL 2 7 2015

AGENT AUTHORIZATION FOR CAMA PERMIT APPLICATION
Name of Property Owner Applying for Permit: n n -�
Mailing address:
Phone Number:
I certify that I have authorizedg,�y , s l t Q S S o r; AtQ >'
Agent / Contractor
to act on my behalf, for the purpose of applying and obtaining all CAMA permits
necessary for the proposed development of A\j - I rj- s : i k R, � _ t k
at my property located at
rrj
in % r., s. `,-1C' County.
This certification is valid through o' l 31 I a 0 a o
ate
(Property Owner Information)
Signature
Print or Type ITame 111
Title
Date
Otto - 3) - a4S (o
r Phone Number n
Email Address
RECEIVED
DCM WILMINGTON, NC
JUL 2 4 2015
RECEIVED
AUG P 12015
OcIi-MNr)' I"4,

REcv,JED
a0sWh
u'.0W64

BrunswicCownty, NCR. Ist. 83482dP0380Page
�oe=°6Paoo
Thla certifies that there are no delinquent ad
valorem taxes, tees, assessments or other
liens which the Brunswick County Tex
Collector is charged with collecting, t at are a
hen on: parcel Number ? z / p/
as notated by the Brunswick Counry03RjCA D130,?
Assesscr)s Office. This Is not a certification
that the parcel number matches the deed
d�scdgtlon, 4 _ /1
Data Ye (Asa".) Tax�Cal. /,(D,�. TTwwc/�S9aa.
`.. f Ret Lff at.
R:Int.
Ct Cosh 5
rd: Cssh S_Firma
:'cf!sotdxmnwlrm tx3itntts au�ndbrt
. dk?... .. 3d.
Prepared by: Huey Manhall, Post Office Box 249, Bolivia, NC 28422
NORTH CAROLINA
BRUNSWIC%COUNTY
THIS QUITCLAIM DEED, executed this day of lK.Mg2t . 2013, by and
between Brunswick County, a body corporate and politic, treated and existing under the laws of the
State of North Carolina, party of the fhst part, and, Town of BehtiBe, another body corporate and
politic, created and existing under the laws of the State of North Carolina, 497 Olde Waterford
Way, Suite 205, Belville, NC 29451, party of the second part;
WITNESSETH
That whereas, by two quitclaim deeds, one dated the 4'" day of December, 2003, and the other dated
the 23m of September, 2004, the North Carolina Department of Transportation conveyed to the
party, of the first part certain tracts along N. C. Highway 133 and the Brunswick River, to be used
for recreational purposes or enhancing recreational purposes, reserving to the Department a strip of
land 75 feet wide, adjacent to the present right-of-way of N. C. Highway 133, traversing the entire
length of both parcels along N. C. Highway 133, and
Whereas the party of the second part has requested that the party of the first part quitclaim the
parcels described herein to the said patty of the second part, and has indicated that the said parcels
will be used for recreational purposes, and the party of the first part had decided that the parcels will
be able to serve all the citizens of Brunswick County for recreational purposes in the hands of the
party of the second part, and
Whereas, the party of the fast part, by resolution dated a day of November, 2013, the party of
the fast part decided to quitclaim the parcels described herein to the party of the secoad part for
recreational purposes, and that the said party of the first put, for ten dollars ($10.00) and other
valuable consideration, the receipt of which is hereby acknowledged by party of the first part, does
RECEIVED
AUG 0 3 2015
Dcmmkci jiff C E I V E D
OCM WILMINGTON, NC
JUL 2 7 2015

IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII a�as2 ga�im ao=o2'ON
firurrwick co,mly� NC Register of Deeds page 2 of 6 PROP
quitclaim and remise to the party of the second part the estate comprising that certain tact of land
containing approximately 42YAl acres located in Northwest Township, Brunswick County, North
Carolina, said tract being fully described as follows:
Description -See Exhibit A.
These descriptions were taken from those deeds recorded in the Brunswick County Registry dated
as above, and being recorded in Deed Book 1869, Page 1118, and Deed Book 2023, Page 945.
For the consideration herein, party of the first part quitclaims to party of the second part all of party
of the first pares right, title, and interest in and to the property, to have and to hold it to party of the
second part, its successors and assigns forever. Neither party of the first part nor party of the first
pares successors or assigns shall have, claim, or demand any right or title to the property or any part
of it, except as described herein.
TO HAVE AND TO HOLD the above described lands and premises together with all priviledges
and appurtenances [hereunto belonging to the said party of the second part, and the patty of the
fist part makes no warranty, express or implied, as to tide to the property herein described.
It is expressly understood that the strip of land along the right-of-way of N. C. Highway 133 shall be
reserved to the North Carolina Department of Transportation, its successors and assigns.
It is also mutually understood and agreed by both the parties herein that the property is to be used
for recreational purposes for the benefit of all of the Citizens of Brunswick County, in the event that
this property is not longer used for the purposes stated herein, the property shall automatically
revert to the patty of the first part free and discharged from all tight, title, claim or interest of the
party of the second part or anybody or any party claiming by, through, or under it
It is also mutually understood and agreed by both the patties herein that in the event the party of the
second part does not obtain, prior to developing the property, a written statement from the North
Carolina Depattrr mt of Transportation that the party of the second pares intended recreational use
of the property conforms to the condition set forth in the North Carolina Department of
Transportation deeds to the party of the first part that the property is to be used for recreational
purposes for the benefit of all of the Citizens of Brunswick County, the property shall automatically
revert to the party of the first part free and discharged from all right, title, claim or interest of the
patty of the second pan or anybody or any parry claiming by, thmugb, or under it
It is also mutually understood and agreed by both the patties herein that in the event the party of the
second panes development of the intended recreational use of the property is not completed within
five (5) years after the recordation of this deed, the property shall automatically revert to the party of
the first part free and discharged from all right, tide, claim or interest of the party of the second part
or anybody or any party claiming by, through, or underit
It is also mutually understood and agreed by both parties herein that the property shall not be
pledged as security, collateralized in any way, used to secure any payment of fiords or exchange of
anything of value by the party of the second pan, and if it is ever so used, the property shall
automatically revert to the party of the first part free and discharged from all right, title, claim or
interest of the party of the second part or anybody or any party clmning by, through, or under it
RECEIVED
AUG 03 16
LA.W wp koig

IIIIIII ,III IIIIII II IIIII ,III III II III Brad PO is ¢mein 04'PROP
Brunswick County, NC Register of Deeds page 3 of 6
IN WITNESS WHEREOF the Brunswick County Commissioners have caused this
instrument to be signed, sealed and dehva+ a _ be affix d hereto this the . -mday of _
V)Prr�rnbL! ,2013. /
ATTEST:
Deborah S. (D by) Gore, NC
Clerk m the oard
STATE OP VJ06b cn tuft as
COUNTY OF 9* k AS—W i t1c_
I, I n i r ,rtl m. W OW YIP!! a Notary Public in and for said the County and State
aforesaid, do hereby certify that Deborah S Gore personally came before me this day and
acknowledged that she is the Clerk to the Board of the Brunswick County Commissioners, and that the
Chairman of that Board executed the foregoing instrument in her presence on behalf of Brunswick
County.
Witness my hand and official seal this
(C My Commission expires: "11 I ( D
RECEIVED
AUG n 8 1015
RECEIVED
DCM WILMINGTON, NC
JUL 272015

IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII B3aa2 M. CL p. azPROP
Brunswick County, NC Register of Deeds page 4 of 6
EXHIBIT A
Metes and Bounds Description
10.79 Acres Tract
Along NC Hwy. 133 and the Brunswick River
Beginning at an existing iron pipe located in the eastern right of way of N.C. Highway
133 (known as River Road) (100 feet public right of way), said pipe being the northwest
property comer of a tract known as John D. Long Park as recorded in Deed Book 916 Page
79 in the Brunswick County Register of Deeds office, and located South I8005'15" East a
distance of 835.67 feet along the eastern right of way of N.C. Highway 133 (River Road) from an
existing iron pipe (the southwest comer of John D. Long Park as recorded in Deed Book 941
Page 58) and South 85"27'13" West a distance of 51.84 feet from an existing railroad spike
located in the centerline of N.C. Highway 133 (N.C. Grid Coordinates: N=172,465.00,
E=2,307,706.84; N.A.D. 1983); running thence from beginning point along the eastern light of
way of N.C. Highway 133 North 18"05'16" West a distance of 966.54 feet to a new #4 reban,,
thence along and with a curve to the left along the eastern right of way of N.C. Highway 133
a chord bearing of North 27'14'11" West and a chord distance of 656.72 feet (Am
distance = 649.57 feet) to a new #4 zebu, said point being the southwest corner of Lift
Station Site No. 2 for the Town of Belville; thence leaving the eastern right of way of N.C.
Highway 133 and running along the southern line of said Lift Station Site No. 2 South
53a01'55" East a distance of 30.00 feet to a new #4 reb=,, running thence North 36"58'05"
West a distance of 35.00 feet to a new #4 rebu (the northeast comet of Lift Station Site
No.2); thence South 53001'55" West a distance of 30.00 feet along the northern line of lift
Station Site No. 2 to a new #4 rebar set in the eastern right of way of N.C. Highway 133;
thence along and with the eastern right of way of N.C. Highway 133 along a curve to the left a
chord bearing of North 41 °33'00" West a chord distance of 279.47 feet (are distance= 279.70
feet) to a new #4 rebar; thence leaving the eastern right of way of N.C. Highway 133 and
running thence North 52*10'31" East a distance of 195.08 feet to a point located at mean high
water in the western edge of the Brunswick River; thence running along and with the mean
high water line (determined by vegetation) in the western edge of the Brunswick River the
following: South 59022'l0" East - 38.92 feet to a point; North 75041'46" East- 27.74 feet
to a point; South 47'09'29" East- 30.61 feet to a point; South 76027'04" West- 37.75 feet to
a point; South 20012'02" West- 29.36 feet to a point; South 44 000'12" West- 27.56 feet to a
point; South 18°11'12" West- 45,41 feet to a point; South 01 a0031" West - 35.46 feet to a
point; North 63024'52" East - 28.83 feet to a point; North 46030'06" East - 107.48 feet to a
point; South 72052'47" East -- 18.70 feet to a point, South 36043'39" East- 65.21 feet to a
point, South 31004'11" East- 61.32 feet to a point; South 25050'17" East- 63.80 feet to a
point, South 20"2230" East - 36A8 feet to a point; South 46019'22" West- 45.18 feet to a
point; North 8004751" West- 4823 feet to a point; South 3100044" West--57.03 feet to a
point, South 23013'58" West- 45.38 feet to a point; South 27°38'13" East - 93.16 feet to a
point; North 50008'03" East - 39.34 feet to a point; North 45045'24" East- 40.08.feet to a
point; North 82004'54" East-- 24.31 feet to a point; South 09e05'57" East- 57.38 feet to a
point; South 51 a39'15" East- 19.71 feet to a point; North 81 a31'02" East- 42.67 feet to a point;
South 57*15'28" East- 23.00 feet to a point, South 15"58'42" East- 37.90 feet to a point,
RECENED
AUG 0 310151ti
wagrw � .

Ilillllllll IIIIIIIIIIIIIIIIIIIIIIIIII Brenda M cl. m-na 02NO
PROP
Brunswick County, NC Register of Oeeds pea* 5 of 6
South 54003'47" West--40.48 feet to a point; South 13"24'10" West- 34.34 feet to a point;
South 29026'42" West- 53.77 fat to a point; South 3103248" West- 32.56 feet in a point;
South 25011'26" East- 15.18 feet to a point; North 79007'05" East- 56.33 feet to a point;
North 88019'38" East- 53.24 feet to a point; South 31 "04'59" East- 38.47 feet to a point;
North 77'10'43" East- 47.82 feet to a point; South 120W35" East- 26.62 feet to a point;
South 27'40'29" West - 40.92 feet to a point; South 01 059'52" West -71.40 feet to.a point;
South 04033'21" East- 58.37 feet to a point; South 07'21'01" East- 47.46 feet to a point;
South 33"5945" West- 31.33 feet to a point; South 56"56'45" West - 16.50 feet to a point;
South 00009'29" East- 27.19 feet to a point; South 08011'53" East- 28.16 feet to a point,
South 75047'16" East- 33.93 feet to a point; South 71052'I1" East- 31.03 feet to a point
South 07'38'45" West- 37.34 feet to a point; South 33"41'37" East- 44.47 feet to a point,
North 36019'56" East--30.33 feet to a point North 31 `28'17"East- 69.02 feet to a point
South 79040'14" East - 30.86 feet to a point; South 51002'53" East - 31.66 feet to a point
South 18046'13" East- 62.98 feet to a point South 01033'13" West- 25.19 feet to a point;
South 84"42'52" East - 42.12 feet to a point North 79057'10" East- 36.55 feet to a point
South 52026'59" East- 44.96 feet to a point; South 10`27'02" West- 47.83 feet to a point;
South 29*26'13" West- 127.17 feet to a point South 61 "54'33" East--22.84 feet to a point,
North 88039'32" East- 22.95 feet to a point; North 48002'04" East - 59.48 feet to a point;
North 77023'30" East - 62.37 feet to a point; North 84"36'53" East- 37.43 feet to a point,
South 45"34'09" East- 110.22 feet to a point, South 26*3600" East- 35.27 feet to a point
South 47'17'22" West- 108.96 feet to a point South 01043'56" West - 39.93 feet to a point;
South 50016'02" East - 43.88 feet to a point; South 56"45'56" East- 22.91 feet to a point;
South 25050'27" East-28.20 feet to a point North 85033'55" East- 41.95 feet to a point;
North 38"13'26" East- 35.71 feet to a point; North 20"18'13" East- 65.82 feet to a
point; South 87*29' 16" East- 31.28 feet to a point South 50"56'40" East- 62.60 feet to a
point; South 23*42'47" East- 27.65 feet to a point South 57'44'12" East- 26.68 feet to a
point; South 3200T40" East - 34.01 feet to a point; South 06"06'27" West- 65.35 feet to a
point; South 63 059'07" East- 15.18 feet to a point, South 66009'49" East--31.89 feet to a
point South 18058'07" East- 73.81 feet to a point South 34a08'13" East - 56.50 feet to a
point South 35007'54" West - 24.60 feet to a point in the northern line of John D. Long
Park (Deed Book 916, Page 79); leaving the high water line of the western edge of the
Bnmswick River and running thence along and with the northern line of John D. Long Park
South 87°58'03" West a distance of 586.37 feet to the point of beginning Containing 10.79 acres,
more or less, and being a portion of tract as recorded in Deed Book 59 Pages 183 & 184.
Property is also shown on a plat prepared by Cape Fear Engineering, Inc. entitled "Map of
Survey For. Bmnswick County, Boundary Owned By The North Carolina Department of
Transportation, N.C. Hwy. 133.
In addition to:
That certain tract or parcel of land, located In Town Creek Township, the County of
Brunswick, State of North Carolina and bounded on the west by Highway NC 133 (River
Road) and on the east by the Brunswick River and being more particularly described as
follows: Beginning at a point marked by an iron located in the eastern right of way boundary
of Highway NC 133 (River Road), said point being located South 89"41'43" East 51.43 feet
from a railroad spike located in the center of the 100 feet right of way of Highway NC 133
(River Road), said beginning point also being a division property comer of the lands of the
Department and the State Ports Authority, (Deed Book 128 Page 97 Brunswick County
Registry) said beginning point also being located North
89"41'43" West a distance of 633.20 feet as measured from a concrete monument located in
division property boundary of the lands of the Department and the State Ports Authority;
from said begiming point thence North 13"14'48" West 523.51 feet along the eastern right of
RECEIVED
AU6 04 7115 F(F-CEIVED
t'O'em riQWµy -,CM WILMINGTON, NC
3UL272015

IIII III IIII IIIIII II IIIII IIIII IIII I III a3aaz F0385 12 09-3013
13.0}.O1.a00
Brands A. age 6 nO FaOF
Brunswick County, NC Raplster of Da-ds papa of 6
way boundary of Highway NC 133 (Rivet Road) to a point marked by a rebar and cap, said
point being located South 87011"26" East 52.03 feet as measured from a P.X. nail in the
center of NC 133 (Rivet Road); thence South 87a11'26" East 214.52
feet to a point marked by a mbar and cap; thence South 87a11'26" East 298.43 feet to a point
marked by a rebar and cap; thence South 87011'26" East 72.84 feet to a point in the western
boundary of the Brunswick River, thence along said boundary South 28"38' 14" East 176.49
feet; South 35031' 156" East 26.37 feet South 21021'58" East 60.49 feet
South 32001'29" East 5281 feet South 170W13" East 227.30 feet to a point i n the division
property boundary of the Department and the State Ports Authority; thence along said
boundary North 89041'43" West 40 feet to a concrete monument thence continuing along
said boundary North 89a41'43" West 633.20 feet to the point of beginning containing
approximately 7.31 acres, the same being a portion of the lands described in Deed Book 59
Pages 183-184 of the Brunswick County Registry.
TRACT2
BEGINNING at a point in the Eastern right of way line of N.C. Highway # 133, ( 100 foot
right of way), said point being the Northwest comer of a 7.31 acre tract dumbed in Book
756 at Page 884 of the Brunswick County Registry. Running thence from said beginning point
with the Eastern right of way line of NC Highway # 133, North 13 degrees 14minutes 48
seconds West 312.18 feet to a point Running thence South 87 degrees 11 minutes 26 seconds
East 633.65 feet to a point in the high water line of the Brunswick River Running thence with
the high water line of the Brunswick River, South 03 degrees 45 minutes East 301.98 feet to a
point Said point being the Northeast corner of die above -mentioned tract. Running thence
with the Northern line of beginning. Containing 4.21 acres, more or less, and being part of
said land described in Book 59 at Pages 183 & 184 of the Brunswick County Registry.
Ry CFNED
AUG10 3,10$1t:.
yC•y �� V

Brorur ick County --Register of Deeds
Robert J. Robinson
Inst #232810 Book 2023Page 9445�
lo/o8/2004 12:39:43PR Reed
n ROT IS2�
S Au
TOTAL MM';tJi'J
RECR�CKAMT,ZSR� ..... �W.. . ,. �j
CASH_ REF0y
Prepared by Thomas B. Wood, Department of Transportation, Attorney General's Offence
STATE OF NORTH CAROLINA
COUNTY OF BRUNSWICK
THIS QUITCLAIM DEED executed this the it!dday of September 2004, by and
between the Department of Transportation, (hereinafter known as the Department), and
COUNTY OF BRUNSWICK, (hereinafter known as the GRANTEE);
WITNESSETH
THAT WHEREAS, by Quitclaim Deed dated June 8,1934, said Quitclaim Deed being
recorded in Deed Book 59 at Page 183, of the Brunswick County Registry, the
Department was conveyed a one-third undivided interest in a 270 acre tract in Brunswick
County and by Deed dated June 9,1934, said Deed being recorded in Deed Book 59 at
Page 184, the Department acquired the remaining two-thirds undivided interest in the
same 270 acre tract in Brunswick County; and
WHEREAS, the GRANTEE, has requested that the Department quitclaim to it an
approximately 11.52 acre portion of the aforesaid 270 acre tract; and
WHEREAS, the Department has determined that the approximately 11.52 acre area is no
longer needed for highway purposes and can be considered surplus; and
WHEREAS, by that resolution adopted the 0 day of May, 2004, the Board of
Transportation approved the Quitclaim of the approximately 11.52 acre portions of the
aforesaid 270 acre tract for $10.00 (TEN DOLLARS) and other good and valuable
consideration and authorized the Department to execute and deliver this instrument to the
GRANTEE upon receipt of said sum;
NOW, THEREFORE, for the stun of $10.00 (TEN DOLLARS) and other good and
valuable consideration, receipt of which is hereby acknowledged, the GRANTOR, does
remise, release and forever quitclaim unto the said GRANTEE, its successors and
assigns, all of its right, title, claim or interest in and to those two tracts from the aforesaid
RECEIVED
AUG 0 A 1415
tiW...1 - �Itv
DEM RECEIVD
WII-MWGTON, NO
JUL 13 2015

Inst / 232810 Book 2023Page: 946
270 acre tract lying and being in Brunswick County, North Carolina, and being described
as follows:
TRACT 1:
That certain tract or parcel of land, located In Town Creek Township, the County of
Brunswick, State of North Carolina and bounded on the west by Highway NC 133 (River
Road) and on the east by the Brunswick River and being more particularly described as
follows: Beginning at a point marked by an iron located In the eastern right of way
boundary of Highway NC 133 (River Road), said point being located South 89°41'43"
East 51.43 feet from a railroad spike located in the center of the 100 feet right of way of
Highway NC 133 (River Road), said beginning point also being a division property
comer of the lands of the Department and the State Ports Authority, (Deed Book 128
Page 97 Brunswick County Registry) said beginning point also being located North
89041'43" West a distance of 633.20 feet as measured from a concrete monument located
in division property boundary of the lands of the Department and the State Ports
Authority; from said beginning point thence North 13014148" West 523.51 feet along the
eastern right of way boundary of Highway NC 133 (River Road) to a point marked by a
rebar and cap, said point being located South 87011 "26" East 52.03 feet as measured from
a P,X. nail In the center of NC 133 (River Road); thence South 87011'26" East 214.52
feet to a point marked by a rebar and cap; thence South 87' 11'26" East 298.43 feet to a
point marked by a rebar and cap; thence South 87011'26" East 72.84 feet to a point In the
western boundary of the Brunswick River; thence along said boundary South 28038' 14"
East 176.49 feet; South 35°31' 156" East 26.37 feet; South 21021'58" East 60.49 feet;
South 32001'29" East 52.81 feet; South 17°54' 13" East 227.30 feet to a point In the
division property boundary of the Department and the State Ports Authority; thence along
said boundary North 89°41'43" West 40 feet to a concrete monument; thence continuing
along said boundary North 89041'43" West 633.20 feet to the point of beginning
containing approximately 7.31 acres, the same being a portion of the lands described in
Deed Book 59 Pages 183-184 of the Brunswick County Registry.
TRACT 2
BEGINNING at a point in the Eastern right of way line of N.C. Highway # 133, (100
foot right of way ), said point being the Northwest comer of a 7.31 acre tract described in
Book 756 at Page 884 of the Brunswick County Registry. Running thence from said
beginning point with the Eastern right of way line of NC. Highway # 133, North 13
degrees 14minutes 48 seconds West 312.18 feet to a point. Running thence South 87
degrees 11 minutes 26 seconds East 633.65 feet to a point in the high water line of the
Brunswick River Running thence with the high water line of the Brunswick River, South
03 degrees 45 minutes East 301.98 feet to a point. Said point being the Northeast comer
of the above -mentioned tract. Running thence with the Northern line of beginning.
Containing 4.21 acres, more or less, and being part of said land described in Book 59 at
Pages 183 & 184 of the Brunswick County Registry.
RECEIVED
p1160$101��

Inst It 232810 Hook 2023Page: 947
These description were taken from those Deeds recorded in the Brunswic County
Registry dated June 8, 1934, and being recorded in Deed Book 59 at Page 183 and dated
June 9, 1934, being recorded in Deed Book 59 at Page 184, both of the Brunswick
County Registry, said Deeds also being on file in the Offices of the Department of
Transportation in Raleigh, North Carolina.
TO HAVE AND TO HOLD the above -described lands and premises
together with all privileges and appurtenances thereunto belonging to the
said GRANTEE, its successors and assigns, and the Grantor makes no
warranty, express or implied, as to title to the property hereinabove-
described.
It is mutually understood and agreed, by both the Grantor and the Grantee,
that the Grantor expressly reserves a strip of land 75 feet wide, adjacent to
the present right-of-way of NC 133, for future right-of-way purposes.
It is, also, mutually understood and agreed, by both the Grantor and the
Grantee, that the property is to be used for recreational purposes for the
benefit of the citizens of the County of Brunswick. In the event that this
property is no longer used for the aforementioned purpose, the property
shall automatically revert to the Grantor, without any action whatsoever on
the part of the Grantor.
This conveyance is made subject to any underground or above -ground utilities in
existence at the time of the conveyance to Grantee. In the event the Grantee should desire
such utilities to be relocated or removed, the costs for said relocation or removal shall be
borne by the Grantee.
RECEIVED
AUG 0 8 1015
fo.-"-k+M w W
RECEIVED
DCM WILMINGTON, NC
JUL 13 2015

Inst 8 232810 Book 2023Page: 948
IN WITNESS WHEREOF, the Department of Transportation has hereunto set its hand
and seal on the day and year first above written.
STATE OF NORTH CAROLINA
DEPA ENT OF TRANSPORTATIONoad\
B m -/ V.
JOHN B. WILLIAMSON, JR.
MANAGER OF RIGHT OF WAY
ATTEST:
SECRETARY P THE BOARD �J
TRANSPORTATION AND Cl S -- DIAN
OF THE SEAL OF THE DEPARTMENT
OF TRANSPORTATION
SOF; R4ys11
1
s t s NORfN 7i 4
41
11 • 1P.
APPROVED AS TO FORM:
ROY COOPER
Attorney General
Aeyla'-8-ark
Thomas B. Wood
Assistant Attomey General

NORTH CAROLINA Inst 8 232810 Book 2023Page: 949
WAKECOUNTY -. —
This the day of September, 2004, personally appeared before me, Joe G.
Creech, Jr., a Notary Public of Johnston County and State, Tammy Denning, who being
by me duly sworn, says that she knows the Seal of the Department of Transportation and
is acquainted with John B. Williamson, Jr., who is Manager of Right -of -Way of the
Division of Highways of said Department, and that she, the said Tammy Denning, is the
Secretary to the Board of Transportation and Custodian of the Seal of the Department of
Transportation, and saw said Manager of Right of Way sign the foregoing instrument, and
that she, the said Secretary to the Board of Transportation and Custodian of the Seal of
the Department of Transportation, affixed said seal to said instrument and signed her
name in attestation of the execution thereof in the presence of said Manager of Right of
Way.
d
WITNESS my hand and Notarial Seal, the a day of September, 2004.
My Commission Expires:
September 8, 2007
STATE OF NORTH CAROLINA
COUNTY OF BRUNSWICK
The Foregoing (or annexed) Certificate(s) of
(JNOTARY PUBLIC
JOE G CREECH JR
NOTARY
PUBUC
Notary(ies) Public is (are) Certified to be Correct.
This Instrument was filed for Registration on this 8th Day of October 2004
in the Book and page shown on the First Page hereof.
lstatt�a��
ROE J. RORO E J. RO I�N, Register of Deeds
RECEIVED
ECEIVED
AUG 0 S 7015 LIGM WVILMINGTON, NC
P�."7wa sup, JUL 13 2015

dr
RET TCM��
6 TOTAL Ev ^� �
CV,AMT�CK
RECM��
CASH � RF.V� BY
Brun wick County --Register of Deeds
Robert J. Robinson
Inst #189631 Book 1869Page 1118
12/11/2003 01:44:28pm Rea# [-I;i_ - t j
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MWOMML
Prepared by Thomas B. Wood, Department of Transportation, Attorney General's Office
STATE OF NORTH CAROLINA 5'FM,pf r — C —
COUNTY OF BRUNSWICK
THIS QUITCLAIM DEED executed this the 0 day of November 2003, by and between
the Department of Transportation, (hereinafter known as the Department), and
BRUNSWICK COUNTY, (hereinafter known as the GRANTEE);
WITNESSETH:
THAT WHEREAS, by Deed dated June 8,1934, said Deed being recorded in Record
Book 59 at Pages 183-84 of the Brunswick County Registry, the Department of
Transportation acquired a 270 acre tract of property from C. D. Weeks, in Brunswick
County; and
WHEREAS, the GRANTEE, has requested that the Department quitclaim to it
approximately a 10.79 acre tract of the above -mentioned property; and
WHEREAS, the Department has determined that the approximately 10.79 acre area is
surplus to the Department's needs and could be added to existing county property to
enhance recreational activities; and
WHEREAS, the Department has determined the current value of the 10.79 acre area to be
nominal; and
WHEREAS, by that resolution adopted the 7th. day of August, 2003, the Board of
Transportation approved the Quitclaim of the approximately 10.79 acres of property to
the GRANTEE for $1.00 (ONE DOLLAR) and other good and valuable consideration
and authorized the Department to execute and deliver this instrument to the GRANTEE
upon receipt of said sum;
NOW, THEREFORE, for the receipt of the aforementioned consideration of $1.00 (ONE
DOLLAR) and other good and valuable consideration receipt of which is acknowledged,
the GRANTOR, does remise, release and forever quitclaim unto the said GRANTEE, its
RECEIVED
AUG 0 a i RECEIVED
DCM WILMINGTON, NC
JUL 13 2015

Inst i 189631 Book 1869Page: 1U9
successors and assigns, all of its right, title, claim or interest in and to that 10.79 acre area
lying and being in Brunswick County, North Carolina, and being described as follows:
SEE EXHIBIT "A"
TO HAVE AND TO HOLD the above -described land and premises together with all
privileges and appurtenances thereunto belonging to the said GRANTEE, its successors
and assigns, and the Grantor makes no warranty, express or implied, as to title to the
property hereinabove described.
This conveyance is made subject to any underground or above -ground utilities in
,existence at the time of the conveyance to Grantee. In the event the Grantee should desire
such utilities to be relocated or removed, the costs for said relocation or removal shall be
borne by the Grantee.
BE IT UNDERSTOOD AND AGREED that, should the subject property conveyed
herein not be used by the Grantee for enhancing recreational purposes for the people of
Brunswick County, said property will revert to the Grantor free and discharged from all
right, title, claim or interest of the said Grantee or anybody claiming by, through, or under
it.
BUT BE IT ALSO UNDERSTOOD and agreed, by the Grantee, that the Grantor
expressly reserves a strip of land 75 feet wide, adjacent to the present northeastern right
of way line of NC Highway 133, for future right of way of the Department of
Transportation running for the entire length of NC Highway 133 as the same traverses the
property conveyed in this instrument.
RECEIVED
RECEIVED
Aur, 0 3 1015 DCM WILMINGTON, NC
JUL 13 2015

Inst # 189631 Book 1869Page: 1120
IN WITNESS WHEREOF, the Depamnent of Transportation has hereunto set its hand
and seal on the day and year first above written.
STATE OF NORTH CAROLINA
DEP MENT OF TRANSPORTATION
B � �
JOHN B. WILLIAMSON, JR.
MANAGER OF RIGHT OF WAY
ATTEST:
ECRET TO THE B OF
TRANSPORTATION AND CUSTODIAN
OF THE SEAL OF THE DEPARTMENT
OF TRANSPORTATION
APPROVED AS TO FORM:
ROY COOPER
Attorney General
�t-z.wetm�
Thomas B. Wood
Assistant Attorney General
RECEIVED
AUG 0 g RECEIVED
rNu!�Mr
DCM WILMINGTON, NC
�iN. run'..mr
JUL 13 2015

Inst # 189631 Book 1869page., U21
NORTH CAROLINA
WAKE COUNTY
This the 0 day of November, 2003, personally appeared before me, Joe G.
Creech, Jr., a Notary Public of Johnston County and State, Tammy Denning, who being
by me duly sworn, says that she knows the Seal of the Department of Transportation and
is acquainted with John B. Williamson, Jr., who is Manager of Right -of -Way of the
Division of Highways of said Department, and that she, the said Tammy Denting, is the
Secretary to the Board of Transportation and Custodian of the Seal of the Department of
Transportation, and saw said Manager of Right of Way sign the foregoing instrument, and
that she, the said Secretary to the Board of Transportation and Custodian of the Seat of
the Department of Transportation, affixed said seal to said instrument and signed her
name in attestation of the execution thereof in the presence of said Manager of Right of
Way.
WITNESS my hand and Notarial Set
My Commission Expires:
September 8, 2007
STATE OF NORTH CAROLINA
COUNTY OF BRUNSWICK
The Foregoing (or annexed) Certificates) of
JOE C. CREECH,JR.
Notary0es) Public is (are) Certified to be Correct. 11th Da of December 2003
This Instrument was filed for Registration on this Y t ,
in the Book and page shown on the First Page hereof.
RO E T J. ROPINSON, Register of heeds
RECEIVED
RECENEO DCM WILMINGTON, NC
Or, "A 105 JUL 13 2015

inat # 189631 Book 1869Page: 1122
Metes and Bounds Description
10.79 Acres Tract
Along NC Hwy. 133 and the Brunswick River
Beginning at an existing iron pipe located in the eastern right of way of N.C.
Highway 133 (known as River Road) (100 feet public right of way), said pipe being
the northwest property corner of a tract known as Jahn D. Long Park as recorded in
Deed Book 916 Page 79 in the Brunswick County Register of Deeds office, and
located South 18"05'15" East a distance of 835.67 feet along the eastern right of way
of N.C. Highway 133 (River Road) from an existing iron pipe (the southwest corner of
John D. Long Park as recorded in Deed Book 941 Page 58) and South 85027'13"
West a distance of 51.84 feet from an existing railroad spike located in the centerline
of N.C. Highway 133 (N.C. Grid Coordinates: N=172,465.00, E=2,307,706.84;
N.A.D. 1983); running thence from beginning point along the eastern right of way of
N.C. Highway 133 North 18005'16" West a distance of 966.54 feet to a new #4 rebar;
thence along and with a curve to the left along the eastern right of way of N.C.
Highway 133 a chord bearing of North 27014'11" West and a chord distance of
656.72 feet (Arc distance = 649.57 feet) to a new #4 rebar, said point being the
southwest corner of Lift Station Site No. 2 for the Town of Belville; thence leaving the
eastern right of way of N.C. Highway 133 and running along the southern line of said
Lift Station Site No. 2 South 53°01'55" East a distance of 30.00 feet to a new #4
rebar; running thence North 36"58'05" West a distance of 35.00 feet to a new #4
rebar (the northeast corner of Lift Station Site No. 2); thence South 53°01'55" West a
distance of 30.00 feet along the northern line of Lift Station Site No. 2 to a new #4
rebar set in the eastern right of way of N.C. Highway 133; thence along and with the
eastern right of way of N.C. Highway 133 along a curve to the left a chord bearing of
North 41033'00" West a chord distance of 279.47 feet (arc distance = 279.70 feet) to
a new #4 rebar; thence leaving the eastern right of way of N.C. Highway 133 and
running thence North 52°10'31" East a distance of 195.08 feet to a point located at
mean high water in the western edge of the Brunswick River; thence running along
and with the mean high water line (determined by vegetation) in the western edge of
the Brunswick River the following: South 59"22'10" East - 38.92 feet to a point;
North 75'41'46" East - 27.74 feet to a point; South 47°09'29" East - 30.61 feet to a
point; South 76°27'04" West - 37.75 feet to a point; South 20"12'02" West - 29.36
feet to a point; South 44"00'12" West - 27.56 feet to a point; South 18"11'12" West -
45.41 feet to a point; South 01 "06'31" West - 35.46 feet to a point; North 63024'52"
East - 28.83 feet to a point; North 46030'06" East - 107.48 feet to a point; South
72°52'47" East - 18.70 feet to a point; South 36"43'39" East - 65.21 feet to a point;
South 31*04'11" East - 61.32 feet to a point; South 25'50'17" East - 63.80 feet to a
point; South 20022'30" East - 36.88 feet to a point; South 46°19'22" West - 45.18
feet to a point; North 80°47'51" West - 48.23 feet to a point; South 31 °06'44" West -
57.03 feet to a point; South 23"13'58" West - 45.38 feet to a point; South 27"38'13"
East - 93.16 feet to a point; North 50"08'03" East - 39.34 feet to a point; North
45"45'24" East - 40.08,feet to a point; North 82004'54" East - 24.31 feet to a point;
South 09"05'57" East - 57,38 feet to a point; South 51 °39' 15" East - 19.71 feet to a
point; North 81"31'02" East - 42.67 feet to a point; South 57°15'28" East - 23.00 feet
RECEIVED
AUG 0 Q ' ,'6 RECEIVED
'nqun r"N DCM WILMINGTON, NO
JUL 13 2015

Imt / 189631 Book 1869Page: 1123 f
to a point; South 15°58'42" East - 37.90 feet to a point; South 54°03'47" West -
40.48 feet to a point; South 13"24'10" West - 34.34 feet to a point; South 29°26'42"
West - 53.77 feet to a point; South 31032'48" West - 32.56 feet to a point; South
25'11'26" East - 15.18 feet to a point; North 79°07'05" East - 56.33 feet to a point;
North 88019'38" East - 53.24 feet to a point; South 31 "04'59" East - 38.47 feet to a
point; North 77010'43" East - 47.82 feet to a point; South 12°54'35" East - 26.62 feet
to a point; South 27°40'29" West - 40.92 feet to a point; South 01"59'52" West -
71.40 feet to a point; South 04'33'21" East - 58.37 feet to a point; South 07"21'01"
East - 47.46 feet to a point; South 33°59'45" West - 31.33 feet to a point; South
56056'45" West - 16.50 feet to a point; South 00"09'29" East - 27.19 feet to a point;
South 08'11'53" East - 28.16 feet to a point; South 75047'16" East - 33.93 feet to a
point; South 71'52'11" East - 31.03 feet to a point; South 07°38'45" West - 37.34
feet to a point; South 33°41'37" East - 44.47 feet to a point; North 36'19'56" East -
30.33 feet to a point; North 3102817" East - 69.02 feet to a point; South 79"40'14"
East - 30.86 feet to a point; South 51°02'53" East - 31.66 feet to a point; South
18"46'13" East - 62.98 feet to a point; South 01 °33'13" West- 25.19 feet to a point;
South 84"42'52" East - 42.12 feet to a point; North 79"57'10" East - 36.55 feet to a
point; South 52"26'59" East - 44.96 feet to a point; South 10027'02" West - 47.83
feet to a point; South 29"26'13" West-127.17 feet to a point; South 61 "54'33" East -
22.84 feet to a point; North 88°39'32" East - 22.95 feet to a point; North 48°02'04"
East - 59.48 feet to a point; North 77°23'30" East - 62.37 feet toa point; North
84°36'53" East- 37.43 feet to a point; South 45°34'09" East- 110.22 feet to a point;
South 26°36'00" East- 35.27 feet to a point; South 47"17'22" West- 108.96 feet to a
point; South 01"43'56" West - 39.93 feet to a point; South 50016'02" East - 43.88
feet to a point; South 56"45'56" East - 22.91 feet to a point; South 25"50'27" East -
28.20 feet to a point; North 85"33'55" East - 41.95 feet to a point; North 38°13'26"
East - 35.71 feet to a point; North 20°18'13" East - 65.82 feet to a point; South
87°29'16" East - 31.28 feet to a point; South 50056'40" East - 62,60 feet to a point;
South 23'42'47" East - 27.65 feet to a point; South 57°44'12" East - 26.68 feet to a
point; South 32°07'40" East - 34.01 feet to a point; South 06°06'27" West - 65.35
feet to a point; South 63°59'07" East - 15.18 feet to a point; South 66°09'49" East -
31.89 feet to a point; South 18"58'07" East - 73.81 feet to a point; South 34"08'13"
East - 56.50 feet to a point; South 35°07'54" West - 24.60 feet to a point in the
northern line of John D. Long Park (Deed Book 916, Page 79); leaving the high water
line of the western edge of the Brunswick River and running thence along and with
the northern line of John D. Long Park South 8758'03" West a distance of 586.37 feet
to the point of beginning; containing 10.79 acres, more or less, and being a portion of
tract as recorded in Deed Book 59 Pages 183 & 184. Property is also shown on a
plat prepared by Cape Fear Engineering, Inc. entitled "Map of Survey For: Brunswick
County; Boundary Owned By The North Carolina Department of Transportation, N.C.
Hwy. 133.
RECEIVED
RECEIVED
AtIr, 0 A 2015 DCM WILMINGTON, NC
6CM-MH6{_n1V JUL 13 2015

July 13, 2015
Heather Coats
NCDENR Division Of Coastal Management
127 Cardinal Drive Extension
Wilmington, NC 28405
Subject: Brunswick Riverwalk At Belville Phase I
Dear Ms. Coats,
4
CAVANAU G H
Stewardship Through Innovation
Cavanaugh & Associates, P.A., on behalf of the Town Of Belville, hereby submits the following
application to NCDENR Division Of Coastal Management for review of the CAMA Major Permit for the
Brunswick Riverwalk At Belville Phase I. The subject project is located in Belville, Brunswick County,
North Carolina.
To facilitate your review of the enclosed documentation, the following is an itemized breakdown:
1. A check in the amount of $400.00 to satisfy the application fee, made payable to 'NCDENR'.
2. One (1) original 'Application For Major Development Permit' (MP-1).
3. One (1) copy of the 'Application For Major Development Permit' (MP-1).
4. One (1) original 'Excavation And fill' form (MP-2).
5. One (1) copy of the 'Excavation And Fill' form (MP-2).
6. One (1) original 'Upland Development' form (MP-3).
7. One (1) copy of the 'Upland Development' form (MP-3).
8. One (1) original 'Structures' form (MP-4).
9. One (1) copy of the 'Structures' form (MP-4).
10. One (1) copy of the letter to the adjacent riparian property owner for the property to the south. The
letter has been mailed by certified mail the same day of this submittal.
11. One (1) copy of the letter to the adjacent riparian property owner for the property to the north. The
letter has been mailed by certified mail the same day of this submittal.
12. One (1) copy of the UNCW Anthropology Department's archaeological excavation report.
13. One (1) copy of the civil plans.
Please do not hesitate to contact our office should you have any questions, comments, or require any
additional information.
Regards,
Cavanaugh & Associates, P.A.
Krci nt,
Jeff P. Cappadona, P.E.
Attachments
cc: Athina Williams, Town Administrator, Town Of Belville
c2��AUJ)
JUL 15 015
RECEIVED
RECEIVED DCM WILMINGTON, NC
AUG 01 7015 JUL 13 2015
Cavanaugh & Associates P.A., 1904 Eastwood Road, Suite 205, wi;m ingmn, NC 28403, [phone], Fax [phone], www.covanoughs.,Iut,gns.com

OEM
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
July 24, 2015
Sent via E-Mail
Cavanaugh & Associates, P.A.
c/o Jeff Cappadona
1904 Eastwood Rd., Suite 205
Wilmington, NC 28403
Email:[e-mail]
RE: Permit Application —Brunswick Riverwalk at Belville
Dear Jeff:
Donald R. van der Vaart
Secretary
On July 13, 2015 we received your CAMA Major Permit Application, acting as agent for the
Town of Belville, for authorization to construct Phase I of the Brunswick Riverwalk at Belville,
located at 570-580 River Road, adjacent to the Brunswick River, in Belville, Brunswick County.
However, your application lacks information necessary for complete processing. The attached
checklist indicates the deficiencies of your application. If you respond within three working days
from the date of this E-mail, processing of your application will promptly continue and will not be
placed on hold. If you are not able to respond within three days, your application will not be
accepted as complete for processing. Additional information may be required pending further
review by the fifteen (15) review agencies.
If you have any questions, please feel free to call me at my Wilmington office (910) 796-
Sincerely,
Heather Coats
Field Representative
Attachments
cc: Debra Wilson, DCM RECENED
Doug Huggett, DCM AU8 0 8
1N
l�
1601 Mail Service Center. Raleigh. North Carolina 27699-1601
Phone: [phone] Internet: www.ncdenr.gov
An Equal Opporluniry 1 Affirmative Action Employer — Made in pan by recycled paper

CHECKLIST OF ADDITIONAL INFORMATION AND RECOMMENDATIONS FOR
PROCESSING APPLICATION
Please provide the following information as required by NCAC 07J .0204.
1. Please give additional information in your narrative clarifying the scope of the project to
be permitted. Plans indicate a future equipment storage shed and sewer and water lines,
but further details are needed on the plans, on the forms and in the narrative if they are to
be considered as part of this phase of the project.
2. The deed submitted indicates Brunswick County is the property owner, yet the applicant
is the Town of Belville. Please submit a current deed showing the Town of Belville as the
correct property owner.
3. Please correct water depths as indicated on the side view plans to correctly indicate the
existing grade and water depths relative to mean low water (MLW). For example, anarea
with 1' of water at low tide should be indicated as -1' at MLW. An area 1' above MLW
should be indicated as +1' at MLW.
4. Please submit 27 copies of the plans once the side view plans have been corrected to
include all proposed work and corrected water depths/bottom contours.

July 27, 2015
Heather Coats
NCDENR Division Of Coastal Management
127 Cardinal Drive Extension
Wilmington, NC 28405
Subject: Brunswick Riverwalk At Belville Phase I
Dear Ms. Coats,
CAVANAU G H
Stewordship'Iiirough Innovotion
Cavanaugh & Associates, P.A., on behalf of the Town Of Belville, has reviewed your comments for the
Brunswick Riverwalk At Belville Phase I CAMA Major Permit dated July 24, 2015, and has developed
responses and additional supporting information to address each item in your comments. For your
convenience, we have repeated the comments below in bold font, followed by the responses in
italicized font.
1. Please give additional information in your narrative clarifying the scope of the project to be
permitted. Plans indicate a future equipment storage shed and sewer and water lines, but further
details are needed on the plans, on the forms and in the narrative if they are to be considered as
part of this phase of the project..
The narrative has been revised to include the requested information. The work shown as future
is planned to be permitted at a later date.
2. The deed submitted indicates Brunswick County is the property owner, yet the applicant is the
Town of Belville. Please submit a current deed showing the Town of Belville as the correct
property owner.
The correct deed has been attached with this response.
Please correct water depths as indicated on the side view plans to correctly indicate the existing
grade and water depths relative to mean low water (MLW). For example, an area with 1' of water
at low tide should be indicated as -1' at MLW. An area 1' above MLW should be indicated as+1'
at MLW.
The water depths have been corrected and are shown in the plan sheets included with this
response.
4. Please submit 27 copies of the plans once the side view plans have been corrected to include all
proposed work and corrected water depths/bottom contours. RECEIVED
The 27 copies have been provided with this response. Agri R 1 2015
Please do not hesitate to contact our office should you have any questions, comments, or require any
additional information.
Regards, RECEIVED
DCM WILMINGTON, NC
RECEIVED
JUL 272015
JUL 2 7 2015

CavaaDnaugh & A���///s///ssociates, P.A.
Kva�o/1A
Jeff P. Cappadona, P.E.
Attachments
cc: Athina Williams, Town Administrator, Town Of Belville
,I'. , .I . . . ,

IJ\
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we
continue to do so, please complete our Customer Satisfaction Survey, located online at
http:dreeulatorv.usacesurvev.coi .
Copy furnished:
Atlantic Shores Environmental Services, Ltd. Attn: Cheryl Moody, 154 Backhoe Road, Leland, North Carolina 28451
RECEt\)
R...,i
r/`M Arun (-IN
DCM WECEWED
� M NGTON, NC
JUL 13 2015

Gnvrv'r�
Cpl. li o env
a3A&D3b

NOTIFICATION OF ADMINISTRATIVE APPEAL OPTIONS AND PROCESS AND
REQUEST FOR APPEAL
Applicant: Mr. Jim Pryor,
Brunswick County Parks and Recreation
File Number: SAW-2012-02046
Date: March 17, 2014
Attached is:
See Section below
INITIAL PROFFERED PERMIT Standard Permit or Letter of permission)A
PROFFERED PERMIT Standard Permit or Letter of permission)B
PERMIT DENIAL
C
APPROVED JURISDICTIONAL DETERMINATION
D
PRELIMINARY JURISDICTIONAL DETERMINATION
E
SECTION I - The following identifies your rights and options regarding an administrative appeal of the above decision.
Additional information may be found at http•//rnvw usace annv mil/Missions/CivilWorks/RegulatoryProaramandPennits.Bsox or
Cnms reaulatinns at 33 CFR Part 331.
A: INITIAL PROFFERED PERMIT: You may accept or object to the permit.
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
• OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request
that the permit be modified accordingly. You must complete Section II of this form and return the form to the district
engineer. Your objections must be received by the district engineer within 60 days of the date of this notice, or you will
forfeit your right to appeal the permit in the fi ture. Upon receipt of your letter, the district engineer will evaluate your
objections and may: (a) modify the permit to address all of your concerns, (b) modify the permit to address some of your
objections, or (c) not modify the permit having determined that the permit should be issued as previously written. After
evaluating your objections, the district engineer will send you a proffered permit for your reconsideration, as indicated in
Section B below.
B: PROFFERED PERMIT: You may accept or appeal the
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
• APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terns and conditions therein,
you may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section 11 of
this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days
of the date of this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Enj
completing Section II of this form and sending the form to the division engineer. This
engineer within 60 days of the date of this notice.
must be received by the division
RECEIVED
AUG 0 3 2015
oc
DCM WECEIVED
ILMINGTON, NC
JUL 13 2015

RECEIVED
AN,, 0 3 10b

U.S. ARMY CORPS OF ENGINEERS
WILMMGTON DISTRICT
Action Id. SAW-2012-02046 County: Brunswick U.S.O.S. Quad: NC-WILM►NGTON
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Property Owner: Brunswick County Parks and Recreation
Mr. Jim Pryor, CPRE Director
Address: P.O. Box
Bolivia, North Carolina 28422
Size (acres) 10.79 acres
Nearest Waterway Brunswick River
USGS 14UC 3030005
Nearest Town Belville
River Basin Lower Cave Fear. North Carolina.
Coordinates Latitude:34.223021
Longitude:-77.982495
Location description: The 10.79 acre project site is located in wetlands adjacent to the Brunswick River, east of NC
Highway 133 (River Road), and south of the town of Belville, in Brunswick County, North Carolina.
Indicate Which of the Followine Apply:
A. Preliminary Determination
_ Based on preliminary information, there may be wetlands on the above described property. We strongly suggest you have
this property inspected to determine the extent of Department of the Army (DA) jurisdiction. To be considered final, a
jurisdictional determination must be verified by the Corps. This preliminary determination is not an appealable action
under the Regulatory Program Administrative Appeal Process (Reference 33 CFR Part 331). If you wish, you may request
an approved JD (which may be appealed), by contacting the Corps district for further instruction. Also, you may provide
new information for further consideration by the Corps to reevaluate the JD.
B. Approved Determination
X There are Navigable Waters of the United States within the above described property subject to the permit
requirements of Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless there is
a change in the law or out- published regulations, this determination may be relied upon for a period not to exceed
five years from the date of this notification.
There are waters of the U.S. including wetlands on the above described property subject to the permit requirements of
Section 404 of the Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in the law or our published
regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification.
We strongly suggest you have the wetlands on your property delineated. Due to the size of your property and/or our
present workload, the Corps may not be able to accomplish this wetland delineation in a timely manner. For a more timely
delineation, you may wish to obtain a consultant. To be considered final, any delineation must be verified by the Corps.
The waters of the U.S. including wetlands on your project area have been delineated and the delineation has been
verified by the Corps. We strongly suggest you have this delineation surveyed. Upon completion, this survey should be
reviewed and verified by the Corps. Once verified, this survey will provide an accurate depiction of all areas subject to
CWA jurisdiction on your property which, provided there is no change in the law or our published regulations, may be
relied upon for a period not to exceed five years.
X The waters of the U.S. including wetlands have been delineated and surveyed and are accurately depicted on the
plat signed by the Corps Regulatory Official identified below on March 17, 2014. Unless there is a change in the
law or our published regulations, this determination may be relied upon for a period not to exceed rive years from
the date of this notification.
There are no waters of the U.S., to include wetlands, present on the above described project area which are subject to the
permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our
published regulations, this determination may be relied upon for a period not to exceed five years from the dateIICMcNILd� EIVED
notification. RECEIVED MINGTON, NC
Page I of 2 JUL 13 2015
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_ The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act
(CAMA). You should contact the Division of Coastal Management in Morehead City, NC, at [phone] to
determine their requirements.
Placement of dredged or fill material within waters of the US and/or wetlands without a Department of the Army permit may
constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). if you have any questions regarding this
determination and/or the Corps regulatory program, please contact Liz Hair at 910-251-4049 or
sa ra h. e.h a i r(a1 u s a ce. a rmv. m i I.
C. Basis For Determination: This site exhibits wetland criteria as described in the Corps of Engineers 1987
Wetland Delineation Manual and Atlantic and Gulf Coast Regional Supplement. The wetland onsite is adjacent to
the Brunswick River, a section 10, traditionally navigable water (TNW).
D. Remarks:
E. Attention USDA Program Participants
This delineation/determinationhas been conducted to identify the limits of Corps' Clean Water Actjurisdiction for the
particular site identified in this request. The delineation/determination may not be valid for the wetland conservation
provisions of the Food Security Act of 1985. If you or your tenant are USDA Program participants, or anticipate participation
in USDA programs, you should request a certified wetland determination from the local office of the Natural Resources
Conservation Service, prior to starting work.
F. Appeals Information (this information applies only to approved jurisdictional determinations as indicated in
B. above)
This correspondence constitutes an approved jurisdictional determination for the above described site. if you object to this
determination, you may request an administrative appeal under Corps regulations at 33 CFR Part 331. Enclosed you will find a
Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this
determination you must submit a completed RFA form to the following address:
US Army Corps of Engineers
South Atlantic Division
Alin: Jason Steele, Review Officer
60 Forsyth Street SW, Room 10M15
Atlanta, Georgia 30303.8801
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for
appeal under 33 CFR part 331.5, and that it has been received by the Division Office within 60 days of the date of the NAP.
Should you decide to submit an RFA form, it roust be received at the above address by May 17, 2014.
"It is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this
correspondence." HAIR.SARAH.E �M"hv ° ""'
a.usw Scw=2
Corps Regulatory Official:
A.1054693512 " �.. « »
Date: March 17, 2014 Expiration Date: March 17, 2019
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JUL 13 2015

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D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or provide new
information.
• ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the
date of this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
• APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers
Administrative Appeal Process by completing Section II of this form and sending the form to the district engineer. This form
must be received by the division engineer within 60 days of the date of this notice.
E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps regarding the
preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved JD (which may be appealed),
by contacting the Corps district for further instruction. Also you may provide new information for further consideration by the
Corps to reevaluate the JD.
SECTION H - REQUEST FOR APPEAL or OBJECTIONS TO AN INITIAL PROFFERED PERMIT
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your objections to an initial
proffered permit in clear concise statements. You may attach additional information to this form to clarify where your reasons or
objections are addressed in the administrative record.)
ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps memorandum for the
record of the appeal conference or meeting, and any supplemental information that the review officer has determined is needed to
clarify the administrative record. Neither the appellant nor the Corps may add new information or analyses to the record.
However, you may provide additional information to clarify the location of information that is already in the administrative
record.
POINT OF CONTACT FOR QUESTIONS OR INFORMATION:
If you have questions regarding this decision and/or the
If you only have questions regarding the appeal process you may
appeal process you may contact:
also contact:
District Engineer, Wilmington Regulatory Division,
Mr. Jason Steele, Administrative Appeal Review Officer
Attn: Liz Hair
CESAD-PDO
69 Darlington Avenue
U.S. Army Corps of Engineers, South Atlantic Division
Wilmington, North Carolina 28403
60 Forsyth Street, Room 1OMIS
Atlanta, Georgia 30303-8801
Phone: [phone]
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any government
consultants, to conduct investigations of the project site during the course of the appeal process. You will be provided a 15 day
notice of any site investigation, and will have the o ortuni to participate in all site investigations.
Date:
Telephone number:
Signature of appellant or agent.
For appeals on Initial Proffered Permits send this form to:
District Engineer, Wilmington Regulatory Division, Attn: Liz Hair, 69 Darlington Avenue, Wilmington, North
Carolina 28403
For Permit denials, Proffered Permits and approved Jurisdictional Determinations send this form to:
Division Engineer, Commander, U.S. Army Engineer Division, South Atlantic, Attn: Mr. Jason Steele,
Administrative Appeal Officer, CESAD-PDO, 60 Forsyth Street, Room 1OM15W, Georgia 30303-8
Phone: [phone] CEIVED
DCM WILMINGTON, NC
AUG � R 2015
��' °•' JUL 132015
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RECEIVED
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Report on a Limited Archaeological Excavation at the Brunswick River Park
By Eleanora A. Reber
Submitted to the Brunswick County Parks and Recreation Board
UNCW Anthropology Department
University of North Carolina at Wilmington
UNCW Anthropological Papers, 25
May 2014
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The UNCW Archaeological Field School excavated at the Brunswick River Park for three weeks
in May and June 2013. Five I x 1 in test units were excavated in a variety of locations around the
park in order to determine if intact archaeological strata were present and threatened by washout
of the river bank. Prehistoric artifacts were found in the upper levels of all test units. None of
the units, however, seemed to have intact prehistoric remains. It seems likely that prehistoric
deposits in the park were heavily disturbed by a variety of historic earth -moving operations,
including bulldozing, dredging, and filling. No intact prehistoric deposits seemed to be
threatened by washout along the riverbank. The location of historic Buchoi plantation, however,
did seem to be partially intact and was tentatively located, and the location of a historic barn
dating back to the 1940s or earlier was also tentatively identified.
Introduction
In October 2012, the UNC W Anthropology department requested permission for the
2013 Archaeological Field School to excavate at the Brunswick River Park in the Summer of
2013 (Reber 2012). Prehistoric artifacts ranging from 1900 BC to 1500 AD had been found
washing out of the bank over several years of observation. Geographically, the park had (prior to
the Brunswick River dredging) sat on a knoll overlooking the Brunswick River that was at the
intersection of three biomes, making it a clear candidate for long-term human occupation.
Further, an archaeological survey in 1975, prior to dredging, had identified five terrestrial
archaeological sites on park land, and one shipwreck, partially shown in Figure 1. As a result,
Brunswick River Park seemed to be a strong candidate for limited archaeological testing to
determine if intact archaeological deposits were threatened by washout from the river bank.
We received permission to excavate the park in late October, and excavated as planned
for three weeks in May and June 2013. The goals of our research were to determine whether
intact archaeological sediments were present at or near the river's edge, as mentioned above.
Further archival research suggested that one of the archaeological sites identified in 1975,
36B W 126 an antebellum plantation house later identified as Buchoi Plantation, was of
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considerable historical and archaeological significance (Angley 1993). Buchoi Plantation
belonged to Judge Alfred Moore, the first U.S. Supreme Court Justice from North Carolina, and
a signer of the Declaration of Independence (Clifton 1991). We therefore added a secondary
project goal of re -locating the plantation house, based on survey and reconstruction of the
original survey sketch maps from 1975.
uJ,
ow A \%. 27
t awl l
Figure 1. An overlay of the 1993 USGS Wilmington quadrangle map showing the park area.
The red dotted line shows where artifacts were found on the river shore and ground surface. The
black Xes indicate registered archaeological sites discovered in the 1975 archaeological survey.
The field crew in the summer of 2013 was comprised of 11 field school students, 9 from
UNCW, and two from other universities. We were also blessed with three regular volunteers on -
site, two of whom already had archaeological training.
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Survey and mapping
Mapping was carried out using a Topcon GTS-2 Total Station, linked to a site datum and
northing point, with a secondary datum and northing points located on the blufftop, since there
was no clear line -of -sight to the site datum from this location. Both datum points were mapped
in the UTM grid using a Survey grade GPS, operated by Yvonne Marsan, Laboratories Manager
for the Department of Geography and Geology at UNCW. Each point was taken in triplicate to
produce horizontal accuracy of about 1-2 cm, which tied the entire site map to the global UTM
grid.
The areas of interest in the Brunswick River Park were mapped and examined by surface
survey. Immediately, we noted the presence of piles of loose tabby plaster around the inlet with
the boat ramp, suggesting that tabby walls or foundations were bulldozed during the construction
of the parking lot. Further, there was a raised area to the northwest of the parking lot that
contained stones visible in the ground surface and circular shadows of bright green grass, typical
of a historic cistern or midden area. It was located approximately 150 feet from River Road, and
lined up with a heavily eroded tabby pillar located close to the intersection of River Road and the
road into the parking lot. The 1975 archaeological survey identified the presence of the Buchoi
plantation house approximately 200 feet from River Road, with an intact cistern (visible brick
superstructure still present at the time) and ballast stone foundation, lined up with an avenue of
pecan trees (Angley 1993; Ham, Hall and Flynt 1975:14-16; Mattson 1969). It therefore seems
likely that the raised area noted in Figure 2 is the location of at least part of the Buchoi Plantation
house, and hopefully the cistern. This area fits the 1975 survey description fairly well, although
the pecan avenue noted in that report is completely gone, and it seems a bit closer to the road
than described in 1975. The remainder of the plantation house and outbuildings are probably
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largely under the parking lot. It is difficult to see how much of the plantation may remain to the
north of the treeline, as the vegetation is very thick in that location. After about 25 feet
northwards, however, there is an area of extensive disturbance and trash dumping, so that it
seems unlikely that many outbuildings would be intact in the heavily disturbed portion of the
park.
An alternative hypothesis is that the area located during mapping is primarily made up of
plantation outbuildings, and that the house itself lies under the parking lot, or perhaps the area
near the present rest area. Further testing would be needed to confirm which hypothesis is
correct; my own feeling is that the plantation house is probably at least partially intact, since the
historic foundation is noted as being made of ballast stones in the 1975 report, and since ballast
stones are found in the raised area to the north of the parking lot. Tabby, such as was
presumably bulldozed to produce the parking lot, would in my opinion have been more typical of
outbuildings.
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AUG 0 9 lot JUL l 3 2015

120 60 0 Meters
.•: P Unit 4' . Unit 3
o Puchoi Plantahon'�A
• '"t7
ti
^ ^ no
47.
t /y
Figure 2. Overlay of 2013 excavations and survey areas on the 2010 USGS composite
Wilmington quadrangle map and aerial photo. All four comers of each unit were mapped. The
area marked ABuchoi Plantation?' is the area of probable surviving plantation house. It is likely
that outbuildings and perhaps part of the plantation house were sited under the parking lot.
Due to its age and the historical importance of Judge Alfred Moore, the Buchoi
Plantation represents an important cultural resource for North Carolina and the Lower Cape Fear
region. Its present location appears to be safe from disturbance unless construction or parking lot
renovation disturbs the soil in this area.
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Excavation
We excavated five 1 x 1 m test units in the two areas of the park that we originally
suggested for investigation (Figure 3). Due to time constraints and the apparent amount of
disturbance, four of these units were focused north of the boat ramp, and one south of the boat
ramp, as shown in Figure 2. Of the units north of the boat ramp, one was sited near to the
informal fishing area, where lithic remains were seen to be washing out of the soil prior to the
dig season (Unit 1). Three additional units--2, 3 and 4--were located on the top of the bluff
region overlooking the river bank. Examination of the park area suggested that this area was the
least impacted by recent activity, and since it was on raised ground it had a high potential for
human settlement. Unit 5 was located south of the boat ramp overlooking the boat ramp cut,
where pottery had been seen washing out of the soil. We did not have time to place any more
units south of the boat ramp, although I would have liked to put at least one to the south of the
treeline near the shuffleboard court, as this appeared to correspond with site 36BW 108, a multi -
component Middle Archaic site registered following the 1975 survey.
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7 t)..>raW,

Figure 3. Overlay of the 2010 USGS composite Wilmington quadrangle map and aerial photo,
showing the areas of surface identifications mentioned in Figure 1 in the red dotted lines. The
black squares indicate the locations originally proposed for excavation unit placement.
Soil from all units was screened through''/4" mesh, and each unit was excavated in 10 cm
arbitrary levels, unless a soil change intervened. In this case, a natural level or zone excavation
(as appropriate) was carried out. All units were covered at the end of each excavation day, and
carefully marked with traffic cones and hazard tape.
A Note on Soil Descriptions
For consistency in soil descriptions across sites, archaeological soils are described by
color and texture. Colors are determined through direct comparison with a Munsell Soil Color
Chart, which is the standard in the discipline. In the Munsell chart, each page corresponds with a
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certain standardized balance of yellow and red, so that 1 OYR refers to a certain balance of yellow
and red, referred to as the `hue' (Munsell Color 2000). The precise amount of these colors in the
soil is described by the value/chroma number, such as 1 OYR 5/6, which refers to a particular
standardized shade of yellowish brown. All Munsell readings are taken of damp, but not moist,
soil in the shade and with no sunglasses. Soil color descriptions are given in Appendix A.
The soil texture is a balance of sand, clay and silt in a soil, determined by feel. Sand is
the largest particle size, clay is the smallest and has a sticky feel, and silt is intermediate in
particle size and has a powdery feel. Loam describes an equal mixture of the three textures. A
soil described as `sandy clay' is comprised primarily of clay, with up to 49% additional sand;
`loamy clay' is comprised primarily of clay, with up to 16% each of additional sand, silt, and
clay. Soil texture is determined on moist, but not damp soil. A guide to soil textures and their
determination is given in Appendix B. The soil descriptions given for each unit and level
excavated thus allows a reconstruction of the precise color and texture of all soil excavated in the
2013 season.
Unit 1
Unit 1 (shown in Figure 2) was located close to the path extending from the parking lot to
a fishing area, and overlooked the water. It was the location where informational materials were
first posted as part of our Public Outreach program, including a sign and free brochures
explaining the archaeological history of the area and the purpose of our excavation. The students
excavating at Unit 1 often answered questions from members of the public, and were the `public
face' of our crew, at least until the unit was closed. At that point, outreach materials were
transferred to Unit 5. Six levels were dug in Unit 1, to a base level of 61.5 cm below datum.
RECEIVED
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One feature was identified in the unit, which after excavation was determined to be a root mold
from a tree. Flotation samples were taken and processed from each level and from feature fill.
Preliminary analyses of these samples did not recover many floral remains. Excavation was
discontinued after two levels without anthropogenic artifacts, and when subsoil began to appear.
Table 1. Sediment description and contents of every level in Unit 1. The datum was the
southwestern comer of the unit.
Level
Sediment description
Prehistoric
Other artifacts
Pottery
1
Loose loamy and silty sand 10YR
36 bodysherds,
1 chipped stone tool < lg; 4
0-10
5/6, 6/3, 5/8 and 2.5YR5/4, mottled
weighing 82 g
small pieces of lithic
cm bd
with flecks of charcoal and burnt
debitage, weighing 1 g; 20
clay. Appears to be disturbed.
pieces of assorted other
rock; 17 pieces of charcoal,
2
2
Loose loamy sand IOYR6/6 mottled
40 bodysherds,
1 small piece of sandstone;
10-20
with I OYR 5/8 silty sand and 1 OYR
158 g
102 pieces of charcoal, 17g
cm bd
7/3 silty sand, flecked with charcoal
and burnt clay. Roots throughout.
3
Four areas of various soil mottling;
8 bodysherds,
9 assorted rocks, 9 g; 3
20-32.5
10YR 7/4 loamy sand, 10YR 6/6
16 g
pieces of charcoal.
cm bd
loamy sand, 1 OYR 7/6 and I Oyr 5/4
loamy sand, all mottled with related
soils. Feature 1 was defined,
IOYR6/4 silty loam; later
determined to be a root mold.
4
1 OYR 7/6 loamy sand, mottled with
9 bodysherds, 9
14 assorted rocks, 9 g; 62
32.5-41
10YR 7/3 loamy sand. Feature 1
g
charcoal, 5.9 g
cm bd
continued.
5
10YR 7/6 loamy sand, mottled with
None
12 assorted rocks, 11 g; 19
41-50.5
IOYR 7/3 loamy sand. Feature 1
pieces of charcoal, 3 g
cm bd
continued.
6
10YR 7/4 silty clay, mottled with
None
19 rocks, 13.4 g; 2 pieces of
50.5-
IOR 8/3 loamy sand. Feature 1
charcoal, .2g
61.5 cm
continued, but profile clearly
bd
showed that it was a root mold.
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Although 93 potsherds were recovered from the unit, archaeological context did not
appear to be intact. The sediment throughout was typical of filled and disturbed sediment,
especially the blocks of mottling in Level 3.
Figure 4. West profile of Unit 1 showing Feature 1, which was interpreted as a root mold.
Unit 2
Unit 2 was located on the brow of the remaining bluff overlooking the river, set back a bit from
the edge of the drop (Figure 2). Five levels were excavated in Unit 2; excavation was completed
after two levels with basically no artifacts.
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Table 2 Sediment description and contents of every level in Unit 2. The datum was the
southwestem corner of the unit.
Level
Sediment description
Prehistoric
Other artifacts
Potter
1
Very organic and root -filled,
5 bodysherds, 18 g
1 lithic debitage < lg; 3
0-15 cm bd
10YR 5/6 silty sand, mottled
pieces of assorted rock,
with 10YR 4/4, and 10YR 6/3
3g; 2 pieces charcoal<
sandy loam.
1 .
2
10YR 4/3 silty sand mottled with
4 bodysherds, 5 g
4 pieces of assorted rock,
15-23.5 cm
IOYR 7/3 silty sand and IOYR
3 g
bd
5/8 loamy sand. Large tree roots
resent.
3
1 OYR 6/4 loamy sand mottled
1 rimsherd, 4g, 16
12 assorted rocks, 13 g; 6
23.5-30 cm
with 10YR 6/6 loamy sand,
bodysherds, 28 g
pieces of charcoal <lg
bd
heavy lenses of ash and charcoal
4
1OYR 7/6 loamy sand mottled
2 bodysherds, lg
18 assorted rocks, 9 g; 6
3043 cm
with 1 OYR 4/2 and 10YR3/4
pieces of charcoal, 1 g
bd
loamy sand. Three zones in the
level, all of mottled yellowish
brown loamy sand.
5
10YR 7/6 loamy sand mottled
None
6 rocks < lg, 3 pieces of
43-54 cm
with IOYR 7/7 loamy sand. No
charcoal <lg
bd
artifacts.
There did not appear to be any intact prehistoric deposits in Unit 2, although the high
concentration of pottery in Level 3 was promising. The zone -patterning in level 4 was highly
typical of disturbed soil, however.
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Figure 5. West profile of Unit 2.
Unit 3
Unit 3 was located on the brow of the bluff, on what appeared to be some sort of
historical feature or disturbance. Soil was very soft and organic, leading to constant
`overdigging' or going too deep in most levels, and too wide through the borders of the unit. The
soil simply tended to collapse at a very light touch. This unit was also known as the `lithic unit'
by the student excavators, due to the relatively high number of lithic remains excavated from
levels I and 2.
Excavation of the unit revealed that it was indeed on a historic disturbance, which
included solid copper electrical wiring (typical of the 1940s) and a variety of historic os 96&EIVED
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bottles. We believe that this unit was located on the corner of a historic barn dating to at least
the 1940s that was recorded as still present, though falling apart, in the 1975 archaeological
survey (Ham, Hall, and Flynt 1975). This unit produced the largest number of prehistoric
artifacts of any of our units, and artifacts were present through level 6; unfortunately, the soil
was clearly disturbed by a variety of factors, including the historic bam construction. Excavation
continued through level 7.
Figure 6. East profile of Unit 3, showing various soil discolorations indicative of disturbance.
The copper electrical wire can be barely seen poking out of the wall on the left-hand side of the
photograph about halfway down the wall.
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Table 3 Sediment description and contents of every level in Unit 3. The datum was the
southwestem comer of the unit.
Level
Sediment description
Prehistoric
Other artifacts
Potter
1
10YR 4/2 loamy sand
1 rimsherd, 2 g;
4 pieces of lithic debitage, 15 g; 1
0-10 cm bs
mottled with IOYR 6/4
29 bodysherds,
piece of groundstone <1 g; 2
loamy sand with area of
40 g
pieces of rock, 5 g; 8 pieces of
10YR 3/3 sandy loam
charcoal, lg, 3 pieces historic
mottled with 2.5 5/4 sandy
glass, 3g
loam
2
10YR 4/3 loamy sand
53 bodysherds,
1 piece of lithic debitage, 10 g; 7
10-25 cm
mottled with IOYR 4/2
51 g
pieces of assorted rock, 10.5g; 7
bs
loamy sand, 1 OYR 4/6 clay
pieces of charcoal< 1 g; I solid
sand mottled with 1 OYR
copper wire with plastic/rubber
4/2 loamy sand and IOYR
coating, 13g; 1 historic cinder, 1g;
6/4 loamy sand. Electrical
11 pieces historic metal
wire extending in NE
(including a rusty can lid), 88 g;
corner of unit
91 pieces of historic glass, 342
3
10YR 5/3 loamy sand
2 bodysherds,
1 piece of brick, 12 g; 1 piece of
25-35 cm
mottled with 1 OYR 4/3
12 g
historic glass, 2 g;
bs
loamy sand in S half of
unit, 1 OYR 4/4 loamy sand
mottled with 1 OYR 4/3
loamy sand in N portion of
unit
4
Soil very heavily mixed
46 bodysherds,
5 assorted rocks, 2 g; 1 piece of
35-53 cm
and mottled; clearly
82 g
plaster, 1 g; 1 piece of iron, 1 g;
bs
disturbed. 10YR 7/4
loamy sand mottled with
10YR 5/4 silty sand, 10YR
5/6 silty sand mottled with
10YR 5/8 loamy sand,
10YR 5/6 loamy sand
mottled with 1 OYR 5/8
loamy sand
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Level
Sediment description
Prehistoric
Other artifacts
Pottery
5
Soil very heavily mixed
7 bodysherds,
43 pieces of sandstone, 34 g; 10
53-67 cm
and mottled; clearly
14 g
pieces of charcoal < 1g;
bs
disturbed. IOYR 7/6
loamy sand, 10YR 4/3 silty
sand, IOYR 6/6 silty sand,
10YR 7/3 silty sand
mottled with 10YR 5/6
loamy sand, 1 OYR 6/6 silty
sand, 10YR 5/4 silty sand,
1 OYR 5/6 silty sand, 1 OYR
7/3 silty sand, 10YR 5/6
silty sand.
6
Soil very soft, mottling and
13 bodysherds,
81 pieces of rock, 50 g; 18 pieces
67-76 cm
disturbance still present.
12g
of charcoal < 1 g
bs
10YR 6/6 loamy sand,
IOYR 7/3 loamy sand,
10YR 5/6 loamy sand
mottled with IOYR 4/8
loamy sand, 1 OYR 3/4
loamy sand, 1 OYR 6/6
loamy sand, IOYR 3/3
loamy sand, 2.5YR 6/4
loamy sand and charcoal
7
Soil still soft, large root
None
51 pieces of other rock, 49 g; 5
76-92 cm
extending through unit.
pieces of charcoal < lg
bs
IOYR 6/6 loamy sand
10YR 7/3 loamy sand
mottled with 1 OYR 3/2
loam.
Unit 4
Unit 4 was located on the bluff further away from the river's edge on a slight dip in the
soil. We thought this unit may have been on top of a prehistoric sheet midden extending behind
the prehistoric settlement (standard prehistoric behavior) and also a potential historic feature,
determined by the presence of the dip in the soil. This unit was known as the `poison ivy' unit,
because a large patch of poison ivy was located near it. To be accurate, poison ivy was located
on or adjacent to Units 2 and 3 also, but this unit was felt to be particularly infested. It was also
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16 JUL 13 2015

known as the `snake unit', since the only copperhead spotted in the course of the field season
was located near this unit.
Figure 7. East profile of Unit 4, showing the zones of soil in Feature 2, the water -based feature.
The dark area in the southern comer of the unit may have been a historic area of manure of
compost, with some sort of water channel traveling around it to the north..
Excavation of the unit uncovered no prehistoric sheet midden, but there was a clearly
marked, but mysterious feature that we eventually called the `water feature' (Feature 2). It was
an apparent cut -channel or canal caused by water in some form. There was some thought that a
drainage channel extended from the historic barn (near Unit 3) to a possible manure pile once
located near Unit 4, due to the blackness and richness of some of the soil in Unit 4 (shown in
Figure 7). In any case, there was clearly unusual hydrological activity in this unit.
RECENED RECEIVED
DCM WILMINGTON. NC
17 AUG 0 3 lot JUL 13 20b
w
a _;,wo r'

Table 4. Sediment description and contents of every level in Unit 4. The datum was the
southwestern comer of the unit.
Level
Sediment description
Prehistoric Pottery
Other artifacts
1
Soil heavily mottled and
1 bodysherd, 2 g
1 other rock < I
0-10 cm bs
disturbed. 10YR 6/4 loamy
sand, 1 OYR 4/4 loamy sand,
1 OYR 5/4 loamy sand, 10YR
7/3 loamy sand mottled with
IOYR 7/6 silty sand, IOYR 6/3
loamy sand, 1 OYR 4/3 loamy
sand, and 10YR 4/2 loamy sand
2
Plow scars and water runoff
I 1 bodysherds, 14 g
1 piece of lithic
10-20 cm bs
channels in the soil. 10YR 7/3
debitage, 6 g; 7 pieces
sand mottled with 10YR 6/6
of rock, 4 g; 2 pieces
silty sand. Plow scars were
of charcoal <1 g; 1
10YR 5/6 loamy sand mottled
piece of brick, 1 g
with 10YR 6/6 loamy sand,
with runoff channels being
10YR 6/4 sandy loam and
10YR 76/ loamy sand mottled
with 10YR 6/6 loamy sand and
10YR 7/3 silty sand
3
Clearly marked linear zones
1 rimsherd, I g; 14
21 rocks, 10 g; 5
20-30 cm bs
appeared in the unit, described
bodysherds, 17g
pieces of charcoal <
together as Feature 2,
1 g; 8 pieces of
containing three separate zones
concrete, 14 g; 5
running E-W. Regular fill was
various pieces of
10YR 6/6 loamy sand mottled
historic metal, 14 g
with 10YR 5/6 loamy sand. No
artifacts were found in Feature
2 in this level. All artifacts
were in general fill.
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DCM WILMINGTON. NC
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Level
Sediment description
Prehistoric Pottery
Other artifacts
Feature 2
Feature 2 was clearly a water
None
None
20 cm bs —
channel, although whether it
base of unit
was natural or man-made is
unknown. The feature was
slanted in form, and continued
to the base of unit at 61 cm bd.
It consisted originally of three
zones. Zone A was IOYR 6/6
loamy sand mottled with 1 OYR
5/6 and 10YR 4/6 loamy sand.
Zone B was 10YR 76/ loamy
sand mottled with IOYR 7/3
loamy sand. Zone C was I OYR
7/3 mottled with I OYR6/6 and
10YR 4/4 loamy sand, but the
zones coalesced somewhat in
Level 4. At the base of the unit,
Feature 2 was 10YR 6/6 loamy
sand mottled with 10YR 4/2
loamy sand.
4
General Fill continued in S part
None
1 piece of lithic
30-39 cm bs
of unit, Feature 2 continued in
debitage < Ig; 1 piece
N part. 10YR 6/6 silty sand
of other rock < 1g;
mottled with 1 OYR 2/2 loamy
sand mottled with 1 OYR 5/6
loamy sand and 10YR 4/6 silty
sand.
5
1 OYR 7/6 loamy sand, I OYR
1 bodysherd, l g
3 rock, 4 g;
39-50 cm bs
6/6 loamy sand, mottled with
IOYR 4/2 loamy sand, 10YR
7/3 loamy sand, and 1 OYR 6/8
loamy sand. Very dark soil
zone in SE corner, 1 OYR 4/2
loamy sand mottled with 1 OYR
6/6 loamy sand and 10YR 7/3
loamy sand.
6
IOYR 5/6 loamy sand, IOYR
None
3 rocks, 2 g
50-61 cm bs
6/6 loamy sand, mottled with
IOYR 5/3 loamy sand and
IOYR 7/3 loamy sand. Dark
area in SE corner lightening to
10YR 6/6 loamy sand mottled
with 10YR 7/3 loamy sand and
10YR 5/8 clayey sand
RECEIVED
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19

Unit 5
Unit 5 was placed south of the boat ramp overlooking the inlet, in a location where
prehistoric pottery was observed washing out of the soil. It was the last unit placed, and was also
located in a high -traffic area, near to several picnic shelters and the smaller playground. As a
result, signage and brochures were also posted here. After Unit 1 was closed, this unit was the
`public face' of the excavation.
Figure 8. East Profile of Unit 5.
The soil in Unit 5 was similar to that in Unit 1, and appeared generally disturbed. There
did not seem to be any intact prehistoric sediment present.
RECEIVED
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AUF R 3 2015 DCM WILMINGTON, NC
4,
20
"' ^°"^ JUL 13 2015

Table 5 Sediment description and contents of every level in Unit 5. The datum was the
southwestern comer of the unit.
Level
Sediment description
Prehistoric Pottery
Other artifacts
1
Soil was heavily
1 rimsherd, 4 g; 2
16 rocks, 12 g; 5
0-10 cm bs
mottled and disturbed.
bodysherds, 4 g
pieces of charcoal <
10YR 5/4 sandy loam
1g; 1 historic cinder, 1
and 10YR 5/3 loamy
g; 2 pieces of lead, 76
sand mottled with
g;
1 OYR 4/2 loamy sand,
1 OYR 4/1 loamy sand,
and 10YR 5/3 loamy
sand
2
Soil heavily mottled
11 bodysherds, 32 g
21 rocks, 1 Og; 2
10-20 cm bs
and loose, clearly
pieces of charcoal <
disturbed. 10YR 5/3,
lg; 1 fossil < 1 g; I
1 OYR 4/4 and 1 OYR
piece of copper, 2 g
4/3 loamy sand
mottled with 10YR
6/3 and 10YR 3/2
loamy sand
3
10YR 5/3 loamy sand
1 rimsherd, 5 g; 19
11 rocks, 6 g; 31
20-30 cm bs
and 1 OYR 4/3 loamy
bodysherds, 29 g
pieces of charcoal, 5
sand mottled with
g; 1 piece of tabby
10YR 6/3 loamy sand.
foundation, 1
4
10YR 5/4 loamy sand
7 bodysherds, 5 g
67 pieces of charcoal,
30-40 cm bs
mottled with IOYR
8 g
6/4 loamy sand and
10YR 6/6 loamy sand,
with charcoal flecks
throughout
Age of Remains
The lack of diagnostic lithic material meant that no part of the remains could be assigned
to the Archaic period, even though Archaic remains were found washing out of the river bank in
previous years. Pottery analysis is not yet complete, but all the pottery found in the excavation
units dates to the Middle and Late Woodland periods (300 BC-1650 AD). Although there were
clearly historic remains in the park, typified by the piles of tabby and probable remains from
Buchoi plantation, nearly all the historical artifacts found in the units dated to a much later time
RECEIVED RECEIVED
DCM WILMINGTON, INC
AUG 8 1015
zi ,ti..� JUL 13 2015

period. The historic remains in Units 3 and 4 appeared to date primarily from the early to mid-
201h century. There were no diagnostic artifacts found from the 18`s or 19d' centuries in the units.
The only possible exception was a piece of tabby foundation found in Unit 5.
Public Education Component
An important part of this project involved educating the public about the importance of
archaeological remains and conservation in the Lower Cape Fear region. Throughout our time
excavating in the Brunswick River Park, the students regularly interacted with and educated
members of the public. Early in our excavation, we did contact Belville Elementary School
about potentially inviting field trips to our excavations; unfortunately, this did not fit into the
elementary school schedule and was not possible. Luckily, there was still a good deal of traffic
around Units 1 and 5, so that we were able to interact with many members of the public.
Signage was displayed during all excavations at the park, and brochures were available to
interested members of the public during the working day. I was also able to present a
preliminary version of our findings at a public meeting for the Brunswick Riverwalk Planning
board.
Conclusions
There was clearly prehistoric archaeological activity within the park boundaries —every
unit contained prehistoric artifacts in the top 40 cm at least of soil. The five units excavated
produced 10 prehistoric rimsherds and 471 prehistoric bodysherds. Prehistoric lithics recovered
were much more limited. Only two chipped stone tools were recovered during the three weeks if
excavation, and one of these was part of a wall washout. Twelve pieces of lithic debitage (debris
RECEIVED
RECEIVED DCM WILMINGTON, NO
AUr, a 31015 JUL 13 Z015
22 M. awn kuN

from lithic tool production or sharpening) were found overall, which is a comparatively small
amount. This may be due to the general shortage of lithic materials in the Lower Cape Fear
region or taphonomic issues in soil mixing and disturbance. Heavier materials, such as lithics,
tend to slide further downhill and therefore might have been expected to fall into the river during
disturbance at a higher rate.
Excavation coverage was somewhat limited, although well within the planned scope of
our project. In the areas that we tested, there did not appear to be any intact prehistoric fill in the
top 70 cm of soil, and probably not at all. This disturbance was due to a combination of factors,
primarily including the regular dredging, filling, and earth -moving along the river bank. This is
consistent with the findings of the 1975 archaeological survey, which detected several sites, but
concluded that prehistoric fill was not intact in the area. The combination of these two findings
therefore supports each other in suggesting that there is little to no intact fill along the river bank
and bluff area tested in the Brunswick River Park.
The historic Buchoi Plantation house, however, does seem to be partially intact, and was
probably identified during the course of the 2013 UNCW Archaeological field school. Remains
of a more recent historic barn, dating to at least the 1940s were also detected, and appeared to be
somewhat intact.
In conclusion, the prehistoric remains in the Brunswick River Park do not appear to be
particularly threatened by washout along the river bank, as there were no intact prehistoric
deposits detected, either in 2013 or 1975. The Buchoi Plantation house should be conserved and
protected as much as possible, given the presence of a partially intact plantation house, and the
historical importance of Judge Alfred Moore. Luckily, this plantation house does not presently
seem to be threatened.
RECEIVED RECEIVED
DCM WILMINGTON, NC
AUG 0 s 1015 JUL 13 2015
23 DCM'-MHn r^

Acknowledgements
We gratefully acknowledge the efforts of the 2013 UNCW Archaeological Field School
Crew: Punam Amin, Chelsea Blanton, Sarah Choi, Dante Ciliselli, Jake Edwards, Nate Litaker,
Jennifer McDonald, Casey Reed, Jennifer Rose, Sara Shockley, and Hannah White, as well as
our regular volunteers: Didi el-Behaedi, Brian Bowers, and Randy Knoll. The Archaeology Lab
students in Fall 2013 and Spring 2014 at UNCW. The field school could not have existed
without these students, who did all the excavation, paperwork, and mapping, and most of the
laboratory analysis and spreadsheet analysis! Thanks to Yvonne Marsan, Joanna Halls and the
UNCW Department of Geography and Geology for GPS mapping the datum points. Didi el -
Behaedi was particularly instrumental in performing all data entry for this site.
Figure 9. The 2013 field crew, with their rubber reptiles. From left to right, Didi el-Behaedi,
Brian Bowers, Chelsea Blanton, Sara Shockley, Nate Litaker, Dante Ciliselli, Jennifer
McDonald, Jennifer Rose, Casey Reed's arm, Eleanora Reber, Hannah White, Punam Amin,
Jake Edwards, and Sarah Choi.
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24
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DCM WILMINGTON, NC
JUL 13 2015

The field school would also never have existed without the gracious permission and
support of the Brunswick County Parks and Recreation Board, and Jim Pryor, Director of the
Brunswick County Parks and Recreation. The Brunswick County Board of Commissioners
generously permitted this excavation to take place, and the Belville Board of Commissioners
gave considerable moral support.
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�1 �N
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DCM WILMINGTON, NC
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References Cited
Angley, Wilson
1993 Memorandum Concerning Site 5 on the Leland Tract. A memorandum submitted to
Richard Lawrence of the Underwater Archaeology Unit, Department of Cultural
Resources, State of North Carolina, and archived at the Office of the State Archaeologist.
Clifton, James M.
1991 "Alfred Moore," in The Dictionary of North Carolina Biography, edited by William S.
Powell. Chapel Hill: The University of North Carolina Press, pp. 293-294.
Ham, Eugene J, Dolores A. Hall and B.J. Flynt.
1975 Archaeological Survey of the Leland Tract, Brunswick County, NC. A report submitted to
the Archaeology Section of the Division of Archives and History, Department of Natural
Resources, State of North Carolina.
Mattson, J.L.
1969 Field Notes for the State Archaeological Survey, Site 36BW 108, Hardwick/Simmons.
Field notes submitted to the Archaeology Section of the Division of Archives and
History, Department of Natural Resources, State of North Carolina, and archived at the
Office of the State Archaeologist.
Munsell Color
2000 Munsell Soil Color Charts. Revised Washable edition. GretagMacbeth, New Windsor.
Reber, Eleanora A.
2012 Proposal for a Limited Archaeological Excavation at the Brunswick River Park,
Brunswick County, NC. A proposal submitted to the Brunswick County Parks and
Recreation Board.
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DCM WILMINGTON, NC
26 JUL 13 2015

Appendix A. Soil descriptions. The following colors were commonly found in the soils at
Brunswick River Park. The Munsell numbers and associated colors are given below.
2.5YR 5/4 Reddish brown
2.5 YR 6/4 Light reddish brown
IOYR 2/1 Black
1 OYR 2/2 Very dark brown
IOYR 3/1 Very dark gray
10YR 3/2 Very dark grayish brown
10YR 3/3 Dark brown
10YR 4/2 Dark grayish brown
1 OYR 4/3 Brown
1 OYR 4/4 Dark yellowish brown
I OYR 4/6 Dark yellowish brown
10YR 511 Gray
10YR 5/2 Grayish Brown
1 OYR 5/3 Brown
1 OYR 5/4 Yellowish brown
10YR 5/6 Yellowish brown
10YR 5/8 Yellowish brown
IOYR 6/1 Gray
10YR 6/2 Light brownish gray
10YR 6/3 Pale brown
10YR 6/4 Light yellowish brown
10YR 6/6 Brownish yellow
1 OYR 6/8 Brownish Yellow
I OYR 7/1 Light gray
10YR 7/2 Light gray
1 OYR 7/3 Very pale brown
10YR 7/4 Very Pale Brown
10YR 7/6 Yellow
10YR 7/8 Yellow
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DCM WILMINGTON, NC
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Appendix B. The field school guide to soil textures and how to determine them.
Sand: Moist sample collapses after squeezing. Your hands don't get dirty when working the
soil.
Loamy sand. Sample has very little body. Moist soil barely stays together after squeezing. Just
enough silt and clay to dirty your hands.
Sandy loam: Sand dominates noticeably. Enough silt and clay to give the sample body. Moist
soil stays together after squeezing. Hardly forms any ribbon at all when you try to form it into a
"snake" or ribbon.
Sandy clay loam: Feels gritty and sticky. Forms ribbon 1-2 inches long before crumbling.
Sandy clay: Feels definitely sandy. Forms ribbon 2-3 inches long before crumbling.
Loam: Sand noticeably present, but doesn't dominate. Sample works easily between thumb and
fingers. Contains enough silt and clay to give sample good body. Sample only forms short,
broken ribbons.
Silt loam: Feels smooth, like flour or corn starch. Tends to be nonsticky. Only forms short,
broken ribbons.
Clay loam: Noticeably gritty, but sand doesn't dominate. Noticeably sticky. Noticeably hard to
work between thumb and fingers. Forms ribbons 1-2'/z inches long.
Silty clay loam: Feels smooth and sticky. Contains very little sand. Forms ribbons 1-2 '/z inches
long.
Clay and silty clay: Dry sample absorbs a lot of water before it is moist enough to work.
Sample very hard to work between thumb and finger. Forms ribbon 2'/z-4
incheslong.
RECEIVED
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DCM WILMINGTON, NC
28 JUL 13 2015