121-15 NCDNCR

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
X Excavation and/or filling pursuant to NCGS 113-229
Permit Number
121-15
Issued to NC Dept of Natural and Cultural Resources 8884 St. Phillips Road Winnabow, NC 27479
Authorizing development in Brunswick County at Cape Fear River at 8884 St. Phillips Rd.,
Winnabow , as requested in the permittee's application dated 6/8/15 including attached
workplan drawings (34) 1-34 of 34 all dated 6/8/15
This permit, issued on October 26, 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 of these terns may
subject to tines, imprisonment or.'civtl action; or may cause me permit to De nun anu vote.
Brunswick Town Historic Site Shoreline Stabilization Project
1) Unless specifically, altered herein, the offshore living sill, riprap placement and marine mattress
relocation shall be constructed in the accordance with the designs and alignments depicted on the
attached workplan drawings.
2) The'aligntrient of the authorized living sill, riprap placement and relocated marine mattress shall be
staked by a representative of the Division of Coastal Management within a maximum of 30 days prior
to the start of construction. Failure to initiate construction within 30 days, or erosion of the shoreline
by adverse weather conditions, shall require the alignment to be restaked by DCM within a maximum
of 30 days prior to the new expected start'of construction.
(See attached sheets for Additional Conditions)
This permit action maybe 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 ,Carolina Coastal
Management Program.
Signed by the. autnorir, of the Secretary of DEQ and the
-Chairrnan of the Coastal Resources Commission.
Braxton C. D .ts, Director
.Division of Coastal Management
This permit and its conditions are hereby accepted.
Signature of Permittee

NC Dept. of Natural & Cultural Resources Permit No. 121-15
Page 2 of 3
ADDITIONAL CONDITIONS.,
2) This permit does not. authorize the backfrlling of any of the authorized shoreline stabilization structures:
3) The temporary placement or double handling of fill materials within waters or vegetated wetlands is not
authorized.
4) The riprap material shall be free from loose dirt or any pollutant.. It shall be of a size sufficient to; prevent
its movement from the approved alignment by, wave or current action.
5) The riprap material shall consist of clean, rock or masonry materials such as but not limited to granite or
broken concrete.
6) Each individual offshore sill section shall be marked with a minimum of three yellow reflectors (one at
each end of the section and one in the middle). The reflectors shall extend at least three feet above normal
high water level.
Sedimentation and Erosion Control
5) In order to protect water quality, runoff from construction shall not visibly increase the amount of
suspended sediments in adjacent waters.
6) A grouind cover sufficient to restrain erosion shall be provided within 30 calendar days of completion of
any phase of grading on cut or filled slopes. At a minimum, a silt fence shall be properly installed
immediately landward of the bulkhead cap immediately following completion of backfilling activities.
General
7), In order to protect anadromous fisheries resources in the project area, no in water work shall be permitted
between.'July 1 and October 31 of any year without the prior approval of the Division of Coastal
Management, in consultation with appropriate resource agencies.
8) No vegetated wetlands shall be excavated or filled, even temporarily, without additional authorization
from the Division.
9) : The permittee understands and agrees that, if future operations by the United States requires the removal,
relocation, or other alteration of the structure or work authprized.by this permit, or if in the opinion of the
Secretary, of the, Army or his authorized representative, said structure or work shall cause unreasonable
obstruction to free navigation of the navigable waters, the permittee shall be required, upon due notice from
the Corps of Engineers, to remove relocate or. alter the structural work or obstructions caused thereby,
without expense to the United States.
10) Approval of the structure was based on a determination that there would be noobstruction to navigation.
Under conditions existing within the AIWW,..a possibility exists that the authorized structures 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 ensure the structure will not be damaged by wave wash.
a

NC Dept. of Natural & Cultural Resourcgs Permit No. 121-15
Page 3 of 3
ADDITIONAL CONDITIONS
11) 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.
12) This permit shall not be assigned, transferred, sold, or otherwise disposed of to a third party without the
written approval of the Division of Coastal Management.
13) The permittee and/or his or her contractor shall meet with a representative of the Division prior to
project initiation.
NOTE: This permit does not eliminate the need to obtain any additional state, federal or local permits,
approvals or authorizations that may be required.
NOTE: Future development of the permittee's property may require a modification of this permit.
Contact a representative of the Division at [phone] prior to the commencement of any
such activity for this determination. The permittee is further advised that many non -water
dependent activities are not authorized within 30 feet of the normal high water level.
NOTE: The N.C. Division of Water Resources has authorized the proposed project under DWR Project
No. 15-0672.
NOTE: The U.S. Army Corps of Engineers assigned the authorized project Action ID No. SAW-2012-
00739.
NOTE: An application processing fee of $400 was received by DCM for this project. This fee also
satisfied the Section 401 application processing fee requirements of the Division of Water
Resources.

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
I. APPLICANT'S NAME: State of NC, Department of Cultural Resources
2. LOCATION OF PROJECT SITE: 8884 St. Phillips Rd SE, Winnabow, Brunswick County.
Photo Index - 2006: 13-6227 L-S,11-24; 2000: 13-127 K-R,10-24; 1998: 13-125 P-W, 10-24
State Plane Coordinates- X: 2320139 Y:107159
Lat: 34° 2'23.06"N Long: 77°56'36.13"W
3. INVESTIGATION TYPE: CAMA/ Dredge & Fill ROVER FILE # - Not Available
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 10/2/14
Was Applicant Present - Yes
5. PROCESSING PROCEDURE: Application Received - Complete on 6/8/15
Office - Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Brunswick County
Land Classification From LUP - Conservation
(B) AEC(s) Involved: PTA, EW, ES
(C) Water Dependent: Yes
(D) Intended Use: Public
(E) Wastewater Treatment: Existing - Septic
Planned - N/A
(F) Type of Structures: Existino� Hi�settl_ement and fort.
Planned - Shore e — I ation
(G) Estimated Annual Rate of Erosion: N/A
Source- N/A
HABITAT DESCRIPTION: [AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands
(B) Non -Vegetated Wetlands
(Below
26,125 sq ft. (Reef raker)
1,400 sq ft ri ra mattresses
(C) High Ground (Above MHW)
2,000 sq ft (riprap)
(D) Total Area Disturbed: 29,525 sq ft (0.68 acres)
(E) Primary Nursery Area: No
(F) Water Classification: SC Open: No
8. PROJECT SUMMARY: The applicant is proposing to construct an offshore living sill,
install riprap for shoreline stabilization and relocate 80 linear feet of marine mattresses.
RECEIVED
JUL 13 mr,

State of NC- DCR- Brunswick Town/Ft. Anderson
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 12.5 miles to Plantation Road SE.
Veer left on Plantation Road and follow it to St. Phillips Rd SE, a distance of
approximately 2.2 miles. Turn left onto St. Phillips Rd SE and follow it to the project site.
The address is 8884 St. Phillips Rd SE. The property is located between Plantation Rd SE
to the west and the Cape Fear River to the east, and is bordered by Orton Plantation to the
north and Sunny Point/MOTSU the south.
Brunswick Town/Fort Anderson is a state-owned pre -revolutionary port and settlement
and Civil War fort that was constructed along the western bank of the Cape Fear River.
The site is approximately 129 acres in area. Four wharves and two 5-gun batteries have
been discovered along the shoreline of the property. The vast maj6rity of the nearly mile -
long length of shoreline is protected with a marsh fringe composed primarily of Salt
Marsh Cordgrass (Spartina alterniflora), with sparse stands of Black Needlerush (Juncus
roemerianus). However, the shoreline has eroded a considerable distance landward in
recent years, thereby threatening the historic wharves and batteries. In particular, the
applicant has identified a threat to the William Dry Wharf, located near Battery B; and to
the Roger Moore Wharf, located east of Battery A (see Sheet 1 of 34 for an overview of
the site). In 2012, two general permits were issued for the installation of 500 linear feet of
a marine mattress marsh revetment (GP #59233D) and for 279 linear feet of riprap (GP
#59234D). In 2013, GP#57407D authorized the installation of 68 linear feet of marine
mattress revetment landward of existing revetment in order to address a hot -spot that was
continuing to erode at the location of one of the historic wharves. These permitted
structures were intended as a short-term response and temporary fix until a longer -term
shoreline stabilizing solution could be designed and authorized under the CAMA major
permit process. Shoreline erosion has also been occurring landward of the marsh just east
of Battery B and north of the William Dry. Wharf and is undermining an existing .
elevated, wooden boardwalk located landward of the coastal wetlands.
The waters of the Cape Fear River are classified as SC by the NC Division of Water
Quality. They are not designated as Primary Nursery Area (PNA) by the NC Division of
Marine Fisheries, nor open to the harvesting of shellfish.
PROPOSED PROJECT:
The applicant is seeking to construct shoreline stabilization structures. As proposed, the
project would be constructed in three phases. Phase 1 would consist of 640 linear feet of
living shoreline structure in the form of an offshore sill composed of Reefrnaker
"EcoSystem Units". Each individual Reefinaker unit is constructed of multiple 4'9.5"
square concrete trays, with each tray embedded with stone to increase the surface area
and quality of settlement substrate. The individual trays are 12" in height (measured
without the embedded stone) and are stacked around a central piling with a minimum

State of NC- DCR- Brunswick Town/Ft. Anderson
Page Three
embedded of 28'. The trays are custom constructed to account for water depth and design
specifications at the site. Each unit is then individually installed to also meet site
conditions and design specifications and can be modified as needed to improve the
structure's efficacy. The permeable multiple tray design allows for water exchange and
passage of small organisms in addition to significantly reducing the overall footprint of
the structure, as compared to a typical riprap sill structure of similar height. Geotextile
fabric and bedding stone may be placed under the structure to minimize scouring. As
proposed, the overall length of Phase 1 would measure 640 linear feet and would protect
both Roger Moore and William Dry Wharfs (see Sheet 1 of 34) with two separate
structures. The two sills would be constructed in multiple sections of varying length and
at varying angles to encompass the entire extent of the two historical wharves (see Sheets
3 and 4 of 34). The general structure location is proposed between the -4' and -5'
contour, relative to Mean Low Water (MLW). This equates to an average distance of
approximately 100' waterward of Mean High Water (MHW), and a maximum distance of
180' waterward of MHW. Individual units are joined together with composite "C"
Channel to increase stability of the sections. The sills would measure approximately 10'
in height, as measured from the bottom substrate. The structures would extend
approximately 1.5' above the MHW line and would be marked at 50' intervals with
reflective material at a height of at least 3' above MHW. No marsh planting or fill is
proposed landward of the proposed structure.
Two separate 100' lengths of riprap are also proposed as part of Phase 1. One section
would fill the gap between the two previously permitted sections of riprap along the
northern part of the shoreline adjacent to "Battery A" and the second 100' length would
protect the shoreline along the existing boardwalk from additional erosion. The riprap
would measure approximately 10' in base width and would measure approximately 5'-8'
in height. Please note the riprap on Sheet 8 of 34 appears much wider than 10' due to the
oblique angle of the cross-section and angle of the shoreline as it is depicted. The
consultant confirmed that the base width of material is proposed at 10' in width, as shown
on in the typical side view plan on Sheet 26 of 34, although the overall width of the
riprap will likely exceed 10' due to the slope of the shoreline, as is shown. Also, because
they are proposing to align the rock with the existing riprap, additional shoreline erosion
may in turn require additional material to achieve proper alignment.
Relocation of approximately 80 linear feet of marine mattresses is also proposed in Phase
1. The marine mattresses would be relocated waterward of their existing alignment to
attain a straighter shoreline parallel configuration. The existing mattresses to be relocated
were required to be installed in their current configuration due to the constraints of the
general permit (see Sheet 4 of 34 for project details). They would remain at their current
height of 3' and 6' base width (see Sheet 27 of 34).
Phase 2 would consist of the construction of approximately 1,965 linear feet of
Reefinaker living shoreline sill. It would join the two structures from Phase 1 (again still
maintaining individual sections with an overall average 100' section length) and would
also extend the sill both north and south (see Sheet 1 of 34). The sill structure would
RECEIVED
JUL 18 2015
W, JI .

State of NC- DCR- Brunswick Town/Ft. Anderson
Page Three
again be constructed in multiple sections, each section measuring approximately 100' in
length, 5' in width and 10' in height. The overall Phase 2 structure is primarily proposed
between the -4' and -5' contour, relative to Mean Low Water (MI.,W), with one short
section extending out to the -6' contour due to a change in the orientation of the shoreline
in this location (see Sheet 3 of 34). The overall structure would be located an average
distance of approximately 110' waterward of Mean High Water (MHW), and a maximum
distance of 250' waterward of MHW. The structure would also extend approximately 1.5'
above the MHW line and would be marked at 50' intervals with reflective material at a
height of at least 3' above MHW. No marsh planting or fill is proposed landward of the
proposed structure.
Phase 3 proposes an additional 2,600 linear feet of Reefmaker structure too complete
stabilization of the shoreline. Phase 3 would be similar in nature to the sills constructed in
the first two phases, although the applicant acknowledges that depending on funding and
the efficacy of the fast two phases of the project- the design may be changed in the
future, in which case they would coordinate agency approval via a modification request
of any permit issued. The overall structure would be located an average distance of
approximately 250' waterward of Mean High Water (MHW), and a maximum distance of
600' waterward of MHW.
All proposed work would be located outside of the federal channel setback but within the
federal channel right-of-way.
10. ANTICIPATED IIVIPACTS:
Construction of all three phases of the Reefmaker structures, as currently proposed,
would result in the filling of approximately 26,125 square feet (0.60 acres) of shallow
bottom (Estuarine Waters and Public Trust Area). An additional 1,400 square feet of
shallow bottom Public Trust Area and Estuarine Waters would also be filled in
association with the riprap and marine mattresses and an additional 2,000 square feet of
shoreline above MHW would be filled as a result of the proposed riprap. Shallow bottom
impacts of the sill are greatly reduced when compared to the fill required for a similar
riprap structure. No wetland impacts are proposed and the sill could serve to eventually
increase coastal wetland area due to settlement behind the sill. While this structure could
serve to convert open water shallow bottom habitat to coastal wetland habitat, no
significant impacts to navigation or natural resources are anticipated due to the vast width
of the Cape Fear River. There has been interest expressed by NC Coastal Reserve
(NCCR) and researchers at the University of NC at Wilmington in monitoring this project
and studying shoreline changes and wave energy, sediment dynamics, and the project's
impacts on marsh vegetation, primary productivity and shellfish populations. Temporary
increases in turbidity should be expected to result.
RECEIVED Submitted by: Heather Coats Date: 6/16/2015 Office: Wilmington
JUL 13 1015
uc;04wa(A4

Form DCM MP-2
EXCAVATION and FILL
(Except for bridges and culverts)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
Describe below the purpose of proposed excavation and/or fill activities. All values should be given in feet.
Access
Other
Channel
(NLW or
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
Breakwater
(excluding
shoreline
NWL)
stabilization
Length
Width
Avg. Existing
�A
NA
Depth
Final Project
_
Depth
NA
NA
a. Amount of material to be excavated from below NH[W or
cubic yards.
c. (i) Does the area to be excavated include coastal wetandsrmarsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB
❑WL ❑Nona
Ili) Describe the purpose of the excavation in these areas:
a. Location of disposal area.
c. (I) Do you claim title to disposal area?
❑Yes ❑No DNA
(i) If no, attach a letter granting permission from the owner.
e. (i) Does the disposal area include any coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB _
❑WL ❑None
(H) Describe the purpose of disposal in these areas:
d. High -ground excavation in cubic yards.
b.
area.
d. () Will a disposal area be available for future maintenance?
❑Yes ❑No DNA
(J) If yes, where?
Rhep
VED
f. (i) Does the disposal include any area in the water?
❑Yes ❑No DNA JUL ) a 2015
(i) If yes, how much water area is affected?-t"L'9!d
RECEIVED RECEIVED
CM VVILMINGTON, N@CM WILMINGTON, NC
J U N 1 6 2015 JUN 16 2015
252.808-2808 :: 1-8884RCOAST :: www.nccoastalmananement.net revised: 12126f06

( .D' itr, DFCA11 lipIP- `4,LEI Fi H1 Page 2 b4 .3)
3 SHORELWE 8TASILIZATION con
opment is a wood groin, use WIP-4 - Strictures)
c
a. Type of shoreline stabilization: b. Length: .Phase Y Reefmaker--640' Ribrao- -210r119Ues9@t
❑Bulkhead ERiprap ❑Breakwater/Sill ®Other. --80' Phase 2: Reefmaker---1965' Phase 3: Reefmaker-
Reefmaker "Ecosystem Units" and marine matressess.—2,600'.
Width: Phase 1,ReefmakeN--5' Riprap--10' matressess-
-5' Phase 2 Reefmaker --5' Phase 3: Reefmaker--5%.
c. Average distance waterward of NHW or NWL: Phase 1: d. Maximum distance waterward of NHW or NWL: Phase 1:
Reefmaker - —100', Riprap --10', matressess--15'. Phase 2: Reefmaker--180', Riprap--10', matressess--70'. Phase 2:
Reefmaker - —110% Phase 3: Reefmaker - —250'. Reefmaker - —250, Phase 3: Reefmaker - —600.
e. Type of stabilization material: f.
Phase 1: Reefmaker "Ecosystem Units", Riprap - NCDOT Armor
stone granite (9" min to 36" max length), marine matressess.
Phase 2: Reefmaker "Ecosystem Units", Phase 3: Reefmaker
"EcoSystem Units".
g. Number of square feet of fill to be placed below water level.
Bulkhead backfill _ Riprap Phase 1 - —1,000 soft
Breakwater/Sill Other Phase 1 - Reefmaker--3,300
soft, marine matressess --400' Phase 2 - Reemaker - —9 825
soft Phase 3 - Reefmaker - —13,000 soft.
I. Source of fill material.
"Ecosystem Units" - Reefmaker, Rip rap - quarry, marine
matteresses - onsits.
If yes,
(ii) Amount of material to be placed in the water
(li) Dimensions of fill area
('iv) Purpose of fill
a. How will excavated or fill material be kept on site and erosion
controlled?
Turbidity curtain during dprap revetment Installation at base of
Bathery A.
() Has there been shoreline erosion during preceding 12
months?
®Yes ❑No ❑NA
(i) If yes, state amount of erosion and source of erosion amount
information.
—15-40 feet GIS based calculations from NO one map aerial
photos
h. Type of fill material
Reefmaker "Ecosystem Units", Riprap - NCDOT Armor stone
granite (9" min to 36" max length), marine matressess.
submerged aquatic vegetation (SAV), shell bottom (SB), or
other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑OW ❑SAV ❑SB _
OWL ❑None
(ii) Describe the purpose of the fill in these areas:
b. What type of construction equipment will be used (e.g., dragline,
backhoe, or hydraulic dredge)?
Water based construction using barges, pile drivers and cranes.
c. (i) Will navigational aids be required as a result of the project? d. () Will wetlands be crossed in transporting equipment to project
®Yes ❑No DNA site? ❑Yes ®No ❑NA
(ii) If yes, explain whattype and how they will be implemented. (ii) If yes, explain steps that will be taken to avoid or minimize
RECEIVED Extensions from the pilings for the,Reefmaker "Ecosystem p � environmental impacts.
Units" every 50 feet with ieflectiveaterials at least 3' abode `- t-') E D
JUL 13 2015 MHW. DCM WILMINGTOt4, MC
001411-411119t f 44
JUN 1 6 2015
252-808-2808 :: 1-888-4RCOAST :: www.necoastalmanagernent.net revised:12rt6108

Form DCM MP-2 (Excavation and Fill, Page 3 of 3)
6�8/ors
Date
Project Name
Aso„
�Q l/
Applica ame
AQpI rlt Spi9wtufe
IIIL I J L06
C-kL lz�
DCM WI MINGTON, NC
JUN 16 2015
252-808-2808:: 1-888-4RCOAST::w .nccoastalmanagement.net revised: 12f26l06

RECEIVED
JUL 18 2015
WGM w i-0

IN MP-1
APPLICATION for
Major Development Permit
(last revised 12127/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant Landowner Information
Business Name
Nodcr State Historic Site Brunswick Town/Fort Anderson
Project Name (if applicable)
Brunswick Town Shoreline Stabilization
Applloard 1: First Name
Mark
MI
Last Name
Cooney
Applicant 2: First Name
MI
Last Name
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
8884 St Phillips Rd SE
PO Box
City
Winnabow,
State
NC
ZIP
28479
Country
USA
Phone No.
910 - 371 - 6613 ext.
FAX No.
910 - 383 - 3806
Street Address (if different from above) 74—
State
ZIP
Email
2. AgentContractor Information
RECEIVED
Business Name
1 i01jJ
SEPI Engineering And Construction
+JL
Agent/ Contractor 1: First Name
MI
Last Name
Jason
Hales
Agent/ Contractor 2: First Name
MI
Last Name
Randy
Boyd
Mailing Address
PO Box
City
State
5030 New Centre Drive, Siute B
Wilmington
NC
ZIP
Phone No. 1
Phone No. 2
28403
910 - 633 - 6921
ext.
919 - 573 - 9924 ext.
FAX No.
Contractor #
910 523 5716
Street Address(# different from above)
City
State
ZIP
Email
FiEGEWED
U1,11VI "I'll-- 1 --1
<Form continues on back> JUN 0 S 2015
252-803.2808 :. 1-888-4RCOAST :: www.ncconstaimanagement.net

Form DCM MP-1 (Page 2 of 4)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple)
Street Address
State Rd. #
Brunswick
8884 St Phillips Rd SE
SR 1533
Subdivision Name
City
State
Zip
Brunswick Town/Fort Anderson
Winnabow
NC
28479-
Phone No.
Lot No.(s) (if many, attach additional page with list)
910 - 371 - 6613 ext.
I ,
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
Lower Cape Fear
Cape Fear 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
Cape Fear 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.
Brunswick
4. Site Description
a.
Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft.)
—4.925
5,620,426
c.
Size of individual lolls)
d. Approximate elevation of tract above NHW (normal high water) or
N/A, I I
NW L (normal water level)
(ff many lot sizes, please attach additional page with a list)
0-30 ft ®NHW or ❑NW L
e.
Vegetation on tract
Smooth Cord Grass and Black Needle Rush in coastal wetlands along the Cape Fear River. Fetterbush, Bald Cypress,
Black Gum, Sweet Gum and Wax Myrtle in freshwater wetland drainages. Live Oak, Red Oak, Long Leaf Pine and Loblolly
Pine in uplands. Various grasses throughout site in maintained areas.
f.
Man-made features and uses now on tract
The tract is a State Historic Site with a visitors center, grounds maintenance facility, historic structures and walking trails.
This project is primarily water based below NHW in Cape Fear River. Along the coast there is —500 linear feet of triton
marine mattresses around "William Dry Wharf" and—279linear feet of rip rap revetment at the base of Battery A.
g.
Identify and describe the existing land uses adlaggp( to the proposed project site.
Orton Plantation to the north and MOTSU to the south. Majority of surrounding area is in the blast zone of MOTSU and is
undeveloped.
h.
How does local government zone the tract?
I. Is the proposed project consistent with the applicable zoning?
Brunswick County - CO-CP "Conservation and Protection"
(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 Ohio ❑NA
If yes, by whom? NCDCR State Historic Site
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?
RECEIVED <Form continues on next page>
JUL 13 2015
252-808-2808 :: 1-888-4RCOAST :: www.nccoostalmonagement.net

Form DCM MP-1 (Page 3 of 4)
APPLICATION for
Major Development Permit
m. (1) Are there wetlands on the site? ®Yes [:]No
(ii) Are there coastal wetlands on the site? ®Yes []No
(III) If yes to either (i) or (if) above, has a delineation been conducted? Dyes ®No
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
On site septic system
o. Describe existing drinking water supply source.
On site wells
p. Describe existing storm water management or treatment systems.
No on site storm water systems
5. Activities and Impacts
a.
Will the project be for commercial, public, or private use? ❑Commercial ®Public/Govemment
❑Private/Community
b.
Give a brief description of purpose, use, and daily operations of the project when complete.
Shoreline stabilization using "refmaker' sill for living shoreline, marsh toe revetment with marine matressess and rip rep
reventment along base of uplands.
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.
Water based construction using barges, pile drivers and cranes.
d.
List all development activities you propose.
Phase I - Install -660 linear feet of Reefmaker devices. Install -100 linear feet of toe of slope rip rap revetment at base of
Battery A. Install -100 linear feet of toe of slope rip rap revetment at base of Battery B. Re -locate -100 linear feet of marine
mattresses at Dry wharf. Phase II - Install -1,965 linear feet of Reefmaker devices. Phase III install -2,600 linear feet of sill.
Phase III design may include reemaker devices, riprap or best option following installation of Phases I and II. The Phase III
design requested in this permit is "Reefmaker' devices, but may be modified in the future if riprap or another design is used.
e.
Are the proposed activities maintenance of an existing project, new work, or both? both
I. What Is the approximate total disturbed land area resulting from the proposed project? Vegetation removal for rip rap
revetment at the base of Batterry A
-1,000 ®Sq.R 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 o%
h.
Describe location and type of existing and proposed discharges to waters of the state. RECEIVED
NA
Jut 171'fi15
i.
Will wastewater or stornwaler 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.
252-808-2808 .. 11-888-41RCOAST .. www.nccoastalmanagcmcnt.net

Form DCM MP-1 (Page 4 of 4)
<Form continues on back>
APPLICATION for
Major Development Permit
6. Additional Information
In addition to this completed application form, (MP-1) the following Items below, 11 applicable, must be submitted in order for the application
package to be complete. Items (a) — Mare always applicable to any major development application. Please consult the applcation
instruction booklet on how to property 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, dearly indicate on maps, plats, drawings to distinguish
between work completed and proposed.
c. A site or location map that is suffidently detailed to guide agency personnel unfamiliar with the area to the site.
d. A copy of the deed (with state application only) or other Instrument under which the applicant claims title to the affected properties.
e. The appropriate application fee. Check or money order made payable to DENR.
I. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such
owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in
which to submit comments on the proposed project to the Division of Coastal Management.
Name MOTSU (Colonel J. Calisto) 5W Transportation Brigade Phone No. 910457-8000
Address 6280 Sunny Point Rd SE, Southport NC, 28461-7800
Name Orton Plantation Holdings, LLC (Peter Tatty Phone No. 212-782-6295
Address 1 r Floor. 1251 Avenue of the Amencas, New York NY, 10020
Name Phone No.
Address
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permlaee, and issuing dates.
CAMA General Permit 57407D, NCDCR, 8127/13 CAMA General Permit 592330, NCDCR, 6/1 W012
CAMA General Permit 592340, NCDCR, 6115/2012
h. Signed consultant or agent authorization form, if applicable.
f. 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 Polity Ad (N.C.G.S. 113A 1-10), 0neceasary. If the project involves expenditure
of public haws or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act.
17. Certfffcation and Permission to Enter on Land
I understand that any Permit issued in response to this application wnll 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 istruthfulto the /best of my knowledge.
Date b/��d o/%i Print Name
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
252.808.2808 .. 1.888-4RCOA5T .. www.nccoastaimanagement.net
4c1444riU J` )t

June 8, 2015
SEPI Project # TR12.033.00
To:
RECEIVED
DCM WILMINGTON, NC
JUN 0 8 2015
Heather Coats Tyler Crumbley
NCDCM Wilmington U.S. Army Corps of Engineers
127 Cardinal Drive Ext. Wilmington Regulatory Field Office
Wilmington, NC 28405-3845 69 Darlington Avenue
Wilmington, North Carolina 28403
From: Jason Hales
SEPI Engineering & Construction
5030 New Centre Drive, Suite B
Wilmington, NC 28403
Re: Brunswick Town / Fort Anderson Shoreline Stabilization
Western bank of Cape Fear River, Winnabow, Brunswick County, NC.
RECEIVED
Project narrative: JUL r ji "6
Backaround/Existing Conditions/Previous Efforts Q""Ww;Av
Brunswick Town/Fort Anderson (BTFA) is a state-owned historic site on the west bank
of the Cape Fear River in Brunswick County administered by the North Carolina
Department of Cultural Resources' (NCDCR) Division of State Historic Sites and
Properties (Figure 1). NCDCR is seeking protection from rapid shoreline erosion from
constant tidal forces and dynamic wave action at the BTFA historic site. Ongoing
shoreline erosion has exposed a buried colonial -era wharf that is rapidly being
destroyed, and is undermining Civil War -era earthwork batteries and three other
colonial era wharf sites. Research by archaeologist Stanley South identifies at least
four colonial wharves and two five -gun batteries along the BTFA coast (Figure 2). The
continued existence of these wharves and batteries is now under grave threat. In
2006, the United States Army Corps of Engineers (USACE) completed the task of
deepening and widening the river channel from Wilmington to the Atlantic Ocean. In
spring 2008, BTFA staff noticed an Increase in erosion along the site's river shoreline.
The coastal erosion is accelerating and is quickly uncovering the colonial -era wharves
and batteries. Many other historical archaeological artifacts, like colonial shoe buckles
and Spanish clothing for example, are constantly being uncovered and lost. This
permit application presents a long-term remedy to arrest the shoreline erosion before

the Irreversible loss of one of the few extant colonial -era wharf complexes on the U.S.
East Coast and some of the best preserved Civil War earthen fortifications in the
country.
Temporary stabilization efforts using Coastal Area Management Act (CAMA) general
permits were undertaken on July 30, 2012. The stabilization efforts were focused in
the most critical areas of erosion threatening the known features of historical
significance. The temporary efforts consisted of the installation of —279 linear feet
(one 179 foot section and one 100 foot section) of a rip rap revetment at the toe of
Battery "A" (Photo 1) and 500 linear feet of "Triton Marine Mattresses" as toe of marsh
revetments along the shoreline near William Dry Wharf (Photo 2). The rip rap
revetments and marine mattresses have helped abate some of the wave action along
the shoreline but are having limited success and erosion is continuing. Around William
Dry Wharf the marine mattresses followed the original scoured shoreline per the CAMA
general permit requirements. This created a section of the mattresses that are at a
right angle. The orientation of shoreline protection concentrated wave energy along
the William Dry Wharf timber area where a scour pool has formed, accelerating the
wharf timber exposure (Photo 3). Additional scour pool development and mattresses
subsidence near William Dry Wharf can be seen from August 2012 (Photo 3) through
March 2015 (Photo 4).
Photos 5, 6, 7 and 8 show a vessel wake impacting the shoreline and mattresses at
William Dry Wharf in September 2012 just after their instillation. Another wake impact
on the shoreline and mattresses at William Dry Wharf in October 2012 is shown in
photos 9, 10 and 11. Waves overtopping the mattresses are scouring material from
between the revetment and the marsh escarpment in many places (Photos 12 and 13)
and erosion is continuing unabated in areas without protection (Photo 14). The gap
between the rip rap revetments at the toe of Battery "A" is experiencing continued
erosion as well (Photo 15). Additionally, marsh grass removal In front of and shoreline
erosion around the northern edge of the revetment at the base of Battery "A" has
been occurring from August 2012 (Photo 1) to January 2014 (Photo 16). Erosion Is
also beginning to occur at the base of Battery B (Photo 17).
Proposed
To protect the cultural and natural resources of the BTFA state historic site, NCDCR
would ultimately like to control the erosion along the full shoreline of their property,
approximately —4,925 feet. This CAMA major permit application proposes -4,840
linear feet of shoreline stabilization and -5,225 linear feet of structure. The project is
designed in three phases with the first phase focusing on the most critical erosional
areas around the most threatened cultural resources. The primary stabilization effort
9PPY flree phases is an offshore sill that will function as a "living shoreline" (design
juplapi attached). The "living shoreline" will reduce shoreline erosion, protect cultural
uLU µ 2

and natural resources, and provide ecosystem connectivity for oyster, crab, and finfish
habitat. The design proposes installing a series of innovative wave attenuation
structures, termed "EcoSystem Units", by Reefmaker, a company based in Florida
http://www.reefmaker.com/. Each "Unit" is comprised of a stack of concrete molded
trays set with natural rock material such as granite (Photo 18). These systems are
designed to attenuate wave energy while still allowing for the exchange of water and
the passage of organisms through and around the structure's individual components.
They are designed for use in high energy wave environments and to survive the
passage of large storms such as hurricanes. They will allow for placement of the sill
around the historic wharfs without subsidence into the adjacent shipping channel. The
"Reefmaker" systems will be easier to maintain and, modify or remove than a
traditional rock sill and they have a much smaller benthic footprint to reach the
desired height. No fill or marsh plantings are initially planned, but may be required in
the future based on the shoreline response. Sediment accretion and marsh
colonization is expected behind the sill structures through wave energy reduction.
Each phase with more specific stabilization efforts are outlined below and shown on
the attached design plans.
Phase I includes installation of —490' of living shoreline structure (Reefmaker) in front
of the William Dry Wharf and —150' in front of the Roger Moore Wharf, relocation of
—80' of the marine mattresses at William Dry wharf to remove the right angle and
installation of "100' of rip rap revetment at the base of Battery A to fill the gap in the
revetments installed using the CAMA general permit (Photos 15 and 19). Phase I also
includes the Installation of —100' of rip rap revetment at the base of Battery "B".
Phases II consist of extending the Phase I living shoreline structure (Reefmaker) to
the north and south along the shoreline. Phase II includes—1,965' of structure.
Phase III is planned as-2,600' of living shoreline structure. The Phase III design may
include "Reefmaker" devices, riprap or best option following Installation of Phases I
and II. Phase III design is not finalized. BTFA would like to include Phase III in this
permit as "Reefmaker" devices, but may request a modification in the future if riprap
or another design is used.
RECEIVED
JUL 13 20B
Icy e"

IMPACT SUMMARY
Reefmaker Structures
Shallow Bottom Open Water Fill below MHW (sq ft)
Phase 1 (3,300), Phase 2 (9,825),
Phase 3 13,000 , Total 26125
Rip Rap Revetment (Battery A)
Shallow Bottom Open Water Fill below MHW (sq ft
Phase 1
(1,000)
Above MHW (sq ft
Phase 1
1,000)
Rip Rap Revetment(Battery B
Above MHW (sq ft)
Phase 1
1,000
Marine Mattresses
Shallow Bottom Open Water Fill below MHW ft
Phase 1
400
The design follows approximately the -4 foot contour for structure placement allowing
the wharfs to be encompassed (design plans attached). The height of the structure is
designed at 2 foot above mean high water (MHW). The placement depth and structural
elevation will provide wave attenuation far enough offshore and tall enough to protect
the shoreline at high tides when vessel traffic is most common and their wakes have
the greatest potential to overtop the structure and erode the shoreline. The proposed
structural height above MHW is also to provide continued protection as sea level rises
and if the Cape Fear River channel is deepened and widened again in the future to
accommodate the Super Post-Panamax Megaships. Breaks in the structure are
designed as structural end point offsets and are at least 5 feet wide for every
approximately 100 feet in length to allow for aquatic movement and public trust
access. There are very small breaks designed in the structures that protect the water
ward ends around the wharf structures. The small structural breaks at these sections
are designed to prevent erosion and promote sedimentation on the colonial wharfs.
The ecosystem unit design allows for water movement through the entire structure.
The base of the structure will be placed in contact with the estuarine floor to minimize
scour. The USACE maintains a perpetual channel and spoil disposal right of way
easement adjacent to the shipping channel in the project area. The navigational
channel set back is 365' from the closest point of the proposed structure. Navigational
markers will be placed every 50 foot and be at least 3 feet above MHW. The average
distance from the outer edge of the marsh to the proposed Reefmaker structures is
-65-70'. All work is planned to be conducted from the water and no fill is proposed.
A scoping meeting was held to discuss NCDCR's plans for BTFA at the Wilmington
North Carolina Department of Environment and Natural Resources (NCDENR) office on
March 27th, 2014 (meeting request and summary documents attached). The scoping
meeting allowed incorporation of participating review agency comments, concerns and
suggestions into the project design. There were attendees from North Carolina Divisior
of Coastal Management (NCDCM), NCDENR, North Carolina Wildlife Resource
Commission, National Marine Fisheries Service and NCDCR. Some notes resulting from
the meeting are that the project area is not mapped as a primary nursery area. The
RECEIVED
JUL 18 2g5
Qw.wo w

RECEIVED
JUL 131o15
wwn���v
project has the potential to enhance and create essential fish habitat and shellfish
habitat. High turbidity and currents at the site provide poor submerged aquatic
vegetation habitat. Benthic organisms may benefit through brief disturbance and then
re -colonization at the site. Threatened and endangered species are not expected to be
affected by the project. Pile driving construction with associated noise may be limited
during anadromous fish migrations. Signs with the guidelines for avoiding impacts to
the West Indian manatee will be placed onboard the construction vessels and staff will
be instructed what to look for and how to avoid and report sightings and incidents. A
consent agreement for use of the water body within the USACE easement probably will
not be required, since they are more commonly used for encroachments into the
Atlantic Intracoastal Waterway right of way or for use of a spoil disposal area.
NCDCR has been and continues to explore partnering opportunities that will provide
awareness of the state historic site, its shoreline erosion and resource loss, as well as
provide mechanisms to help with funding for the future phases. During the scoping
process it was recognized that NCDCM could benefit from this site as a potential model
for "living shorelines" in high energy environments. The project provides an excellent
opportunity for NCDCM to add to their existing research data on "living shorelines",
their recommended erosion control option when viable. NCDCM has provided staff
assistance to facilitate research collaboration at this site through the North Carolina
Coastal Reserve (NCCR) of the National Estuarine Research Reserve (NERR). The
University of North Carolina at Wilmington (UNCW) is also interested in researching
the environmental effects of this project and has suggested using a similarly designed
structure for oyster restoration projects In the Lower Cape Fear River. UNCW in
collaboration with NCCR, NCDCR and SEPI Engineering have applied for assistance to
monitor the site through the Environmental Enhancement Grant (EEG) Program
administered by the North Carolina Department of Justice. The EEG grant program
promotes projects that preserve, enhance and protect North Carolina's environment
and natural resources. Funding has been requested for in depth study of changes in
the shoreline, wave energies, sediment dynamics, vegetation, primary productivity
and oyster and blue crab populations. Also requested through the EEG grant program
is funding for educational outreach at the site that will show the value of ecosystem
enhancement and cultural resource protection. The results of the monitoring will be
utilized to plan and support future phases of shoreline protection at Brunswick
Town/Fort Anderson and to promote the use of innovative living shoreline projects in
other high energy environments.
The proposed shoreline stabilization will serve as a model for the preservation of
important historic resources and conservation of natural resources. It will be an
important public education opportunity that NCDCR intends to use to the greatest
extent possible. Without regard to the potential funding and other educational efforts
outlined above, NCDCR is committed to Installing interpretive/educational signage
along the pathway to explain the Importance of the historic resources being protectec

by the erosion control structures, how they work, their natural habitat enhancement
as well as their potential to not simply stabilize the shoreline, but to help restore It.
During and after construction, the story of why the erosion control was necessary and
how it benefits both the historic and natural resources of BTFA will be a feature of
guided tour/talks.
We appreciate the opportunity to work with you. Please contact us if you have any
questions regarding the information we have provided.
Sincerely,
SEPI Engineering ✓4 Construction
)"'� %Q/
Jason Hales
Environmental Project Manager
SEPI Engineering and Construction
5030 New Centre Drive, Suite B
Wilmington, NC 28403
910-633-6921
RECEIVED
JUL 1 81015
lXC46."HQ (:itv

C 4q. pM1..
J
.a
a65E
..aov'
Legend �� E S E P I Brunsw ck Town/Fort Anderson
O6f FA parcel boundary S 4 n c 1 n E e R 1 N c s F1gUf! 1. Vicinity Map
/// coN uc.i0n
0 1,100 2.200 4.400 Feel
Figure 1. BTFA Vicinity Map.
7
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y"` m
o Earli est
(ca. 1726 -1748)
colonial wharves
er colonial wharvc�
y
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V
II il,
1
II 11I
III
',I�1 � • I1 � 1 1
'11
II I'
1 IIII
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I I I 1 1
111
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11
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11 I 11 111
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I.
First commercial section
Second commercial section
Figure 2. Documentary photo showing wharves at Brunswick Town from Sauthier 1769.
A

Photo 1. Rip rap revetment at toe of Battery "A" (view north) August 2012.
Photo 2. Marine Mattresses (view south from William Dry Wharf) August 2012.

at William Dry Wharf — August 2012.
X. Marine mattresses at William Dry Wharf — March 2015.

Photo 5. Vessel approaching BTFA Shoreline from south - September 2012.
Photo 6. Wake impacting BTFA shoreline and mattresses south, of William Dry
Wharf, and water draw down at William Dry Wharf - September 2012.
11

Photo 7. Wake surge impacting mattresses and shoreline at William Dry Wharf'
September 2012.
Photo 8. Wake impact passing mattresses and shoreline at William Dry Wharl
September 2012.
REG@VED
I a vs 12
w"044"O 4. O.

Photo 9. Pre -wake impact on shoreline at William Dry Wharf - September 2012.
Photo 10. Wake impact on shoreline at William Dry Wharf - September 2012.
13

Photo 1 1. Wake impact on shoreline at William Dry Wharf - September 2012.
dot
12. Shoreline erosion behind marine nuttfresscs south of N1 illiam Drs
Wharf — January 2014.
RECENED
14

7
�r
',iq
Photo 13. Shoreline erosion behind marine mattresses far south end—.lanuarY
2014.
Photo 14. Shoreline erosion at south end of mattresses — January 2013.
15

r
Photo 15. Rip rap revetment gap at toe of Battery "A" — January 2014.
Photo 16. )i�p rap revetment at toe of Battery "A" (looking north) — January 2014.
\WGE
90
)�1��� 16

Photo 17. Base of Battery `B" 1/16/2015.
Photo 18. "Reefmaker" - Wave Attenuation — EcoSystem Units.
17

Photo 19. Gap in revetments at base of Battery "A" - January 2015.
RRGR�EO
TO
OL
T7

Environmental
Quality
October 29, 2015
N.C. Department of Natural and Cultural Resources
8884 St. Phillips Road
Winnabow, N.C. 27479
Dear Sir or Madam:
PAT MCCRORY
Governor
DONALDR. 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, [phone] 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,
C' 4
Douglas V. Hu gets
Major Permits and Consistency Manager
N.C. Division of Coastal Management
�Nothirig;Compares�
400 Commerce Ave., Morehead City, NC 28557
Phone: [phone] FAX: [phone]
An Equal Opportunity1 Affirmative Acfion Employer— Made In part by recycled paper

DCM Coordinator: Permit
MAILING DISTRIBUTION SHEET .
Pei
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:
f .. PP41,,
Sv 3 p
kpW- CP/Yr(e D r,'✓e/ S _,, k
(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 V/
Ken Pace
Patti Fowler
Shannon Jenkins
Tim Walton ✓
Karen Higgins (Raleigh)
John Hennessy (NC DOT)
Anthony Scarbraugh-401
Joanne Steenhuis — 401
Chad Coburn - 401
Scott Vinson-Stormwater /
Georgette Scott- Stormwater ✓
Maria Dunn
Fax Distribution: Permitee
Agent #:.

VA
DEPARTMENT OF THE ARMY
WILMINGTON.DISTRICT, CORPS OF ENGINEERS
69 DARLINGTON AVENUE
WILMINGTON, NORTH CAROLINA 28403-1343
REPLY TO
ATIBNTION OF
November 6, 2015
Regulatory Division
Action ID No. SAW-2012-00739 and State Permit No. 121-15
Mr. Mark Cooney
NCDCR State Historic Site Brunswick Forest/
Fort Anderson
8884 St. Phillips Rd. SE
Winnabow, North Carolina 28479
Dear Mr. Cooney:
Reference your application for a Department of the Army Cooney to construct a living sill,
install riprap and relocate failing marine mattresses, all to stabilize active erosion and provide
shoreline protection. The project is -located in the Cape Fear River along the Carolina Beach
State Park shoreline, 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 Z015
DCM- MHD CITY

-2_
1r
Questions or comments may be addressed to Mr. Tyler Crumbley, Wilmington Field
Office, Regulatory Branch, telephone [phone].
Since
Tyler Crumbley
Regulatory Project Manager
Enclosures:
CAMA permit
GP 291 conditions
Copy Furnished (with enclosures):
Mr. Jason Hales
SEPI Engineering and Construction
5030 New Center Drive, Suite B
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
Morehead City Regional Office
Division of Coastal Management
North Carolina Department of
Environmental Quality
400 Commerce Avenue
Morehead City, North Carolina 28557-3421
RECEIVED
NOV 16 2015
DCM- MHD CITY

r
52
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
nited States Coast Guard
Sector North Carolina Waterways Management
2301 E. Fort Macon Rd
Atlantic Beach, North Carolina 28512
RECEIVED
NOV 16 2015
DCM- MHD CITY

NORTH CAROLINA DEPARTMENT OF
NATURAL & CULTURAL RESOURCES
SPECIAL CONDITIONS
SAW-2012-00739
1. 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].
2. 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. .
3. 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.
4. 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.
5. 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. .
6. 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.
7. 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.
RECEIVED
NOV 16 2015
DCM- MHD CITY

8. 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.
9. 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.
10. 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.
11. 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.
12. 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 I I3A Article 4).
13. 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.
14. 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.
RECEIVED
N0V 16 2015
2 ®CM- MH° C►Ty

-
15. 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].
RECEIVED
NOV 16 2015
DCM- MHO CITY

Coats, Heather
From: Dunn, Maria T.
Sent: Friday, April 27, 2018 11:02 AM
To: Coats, Heather
Subject: Fort Anderson, #121-15 modification, Brunswick Co
Heather,
I have reviewed the modification in the April 16, 2018 memorandum that presents continuing with Phase 2 of the
project, installing 240' of wave attenuators. NCWRC has no specific comments regarding the modification as along as all
current permit conditions are upheld.
Thank you for the opportunity to review and provide comment on this project. If there are any other comments or
questions, please do not hesitate to call or email.
Maria
Maria T. Dunn
Coastal Coordinator
NC Wildlife Resources Commission
943 Washington Sq. Mall
Washington, NC 27889
office: 252-948-3916
fax: [phone]
www.ncwildlife.oM
Email correspondence to and from this sender is subject to the N.C. Public Records Law and may be disclosed to third parties.
RECEIVED
MAY 2 3 P018
DCM-MHD CITY

i0
Coats, Heather
From: Humphrey, Jeremy
Sent: Friday, May 04, 2018 12:21 PM
To: Coats, Heather
Subject: Fort Anderson - Permit #121-15 Mod.
Hi Heather. No comments from us on this one.
Jeremy Humphrey
Environmental Health Program Specialist
Division of Marine Fisheries — Shellfish Sanitation and Recreational Water Quality
Department of Environmental Quality
910.796.7367 office
Jeremy. [e-mail]
127 Cardinal Drive Ext.
Wilmington, NC 28405
n 1
I. -�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.
RECEIVED
MAY 23 20118
DCM-MHD CITY

RECEIVED
DIVISION OF COASTAL MANAGEMENT
APPLICATION TRANSMITTAL AND PROCESSING RECORD
1) APPLICANT: NCDCR State Historic Site —Brunswick Town COUNTY: Brunswick
PROJECT NAME: Brunswick Town Shoreline Stabilization
JUN 2 2 101
"Jlk1-1Wr4 9.".14V.
LOCATION OF PROJECT: 8884 St. Phillips Rd, SE, adjacent to the Cape Fear River, in Winnabow
DATE APPLICATION RECEIVED COMPLETE BY FIELD: 6-8-15
FIELD RECOMMENDATION: Attached: YES To Be Forwarded: n/a
CONSISTENCY DETERMINATION: Attached: n/a To Be Forwarded: n/a
FIELD REPRESENTATIVE: Coats DISTRICT OFFICE: WILMINGTON
DISTRICT MANAGER REVIEW: ,9'p, ,e
B) DATE RECEIVED BY MAJOR PERMITS UNIT:
PUBLIC NOTICE REC'D: 6-22-15
ADJ. RIP. PROP NOTICES REC'D:
APPLICATION ASSIGNED TO: 14—
C) 75 DAY DEADLINE: 1
MAIL OUT DATE: 6-18-15
FEDERAL DUE DATE:
FEE REC'D: $400
END OF NOTICE DATE: 7-13-15
DEED REC'D:
ON: I S
150 DAY DEADLINE:
STATE DUE DATE: 7-13-15
FED COMMENTS REC'D:
PERMIT FINAL ACTION: ISSUE DENY DRAFT
AGENCY
DATE
COMMENTS
RETURNED
OBJECTIONS:
YES NO
NOTES
Coastal Management - Regional Representative
611 'L'v-s
Coastal Management - LUP Consistency
YJ q IS
Division of Community Assistance
y
Land Quality Section (DEMLR)
/ 5
Division of Water Resources (401)
j
Storm Water Management (DEMLR)
? /)
State Property Office
t 3l S
Division of Archives & History
Division of Environmental Health
Division of Highways
Wildlife Resources Commission
Local Permit OfficeDivision
R-�t
of Marine Fisheries / DCM
Corps of Engineers
Pw 5 7/11i-

` Recommendations for State Permit- State of NC- DCR- Brunswick Town/Ft. Anderson 6/16/15
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. Specifically, this project aims to protect historic resources, consistent with the general use standard
enumerated in NCAC 07H .0208(a)(2XC), which states, "development shall not cause irreversible
damage to documented archaeological or historic resources as identified by the N.C. Department of
Cultural resources".
In the absence of any concerns from the commenting agencies, it is recommended that a permit be issued
sect to the following conditions: RECEIVED
1. No vegetated wetlands/marsh grass will be excavated or filled. JUN 2 2 2015
�fnlW-,ylYfV fo11•'�
J2. The temporary placement or double handling of excavated or fill materials within waters or
vegetated wetlands is not authorized.
tA. The alignment of the authorized riprap must be staked by the applicant and approved by a
representative of the Division of Coastal Management within a maximum of 30 days prior to the
start of construction. Failure to initiate construction within 30 days, or erosion of the shoreline by
adverse weather conditions, will require the alignment to be restaked by DCM within a maximum
of 30 days prior to the new expected start of construction.
" 4. The riprap material must be free from loose dirt or any pollutant. It must be of a size sufficient to
prevent its movement from the site by wave or current action.
V 5 The riprap material must consist of clean rock or masonry materials such as but not limited to
/ granite or broken concrete.
The sill shall be marked at 50 foot intervals with yellow reflectors extending at least three feet
above mean high water.
No backfill of the sill or any other filling of wetlands, estuarine waters, public trust areas or high
ground is authorized by this permit.
8. No excavation of shallow water bottom, any wetlands or high ground is authorized by this permit.
9. Perpendicular sections, return walls or sections which would enclose estuarine waters or public
trust areas shall not be allowed under this permit.
10. The permittee shall maintain the breakwater in good condition and in conformance with the terms
and conditions of this permit or the remaining breakwater structure shall be removed within 90
days of notification from the Division of Coastal Management.
11. Any development or land disturbing activity that is considered non -water dependent is not
authorized within 30 feet of the normal high water level unless specifically exempted by Coastal
Resource Commission (CRC) regulations in place at the time of such development.
NOTE: This permit does not eliminate the need to obtain any additional state, federal or local
permits, approvals or authorizations that may be required.

r
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
69 DARLINGTON AVENUE
WILMINGTON, NORTH CAROLINA 28403-1343
0. PLY TO
ATTENTION OF:
August 6, 2015
Regulatory Division
Action ID No. SAW-2012-00739
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 Mr. Mark Cooney to construct a living sill, install riprap and
relocate failing marine mattresses, all to stabilize active erosion and provide shoreline protection.
This project is located in the Cape Fear River along the Carolina Beach State Park shoreline,
Brunswick County, North Carolina. Coordinates in Decimal Degrees are: 34.039670 N, -
77.943387 W.
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. 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].
2. 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.
3. 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 RECEIVED
AN 12 2015

-2-
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.
4. 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.
5. 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.
6. 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.
7. 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.
8. 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.
9. 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.
10. 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.
RECEIVED
AUG 12 1015
Oc"-"rw

-3-
11. 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.
12. 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).
13. 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.
14. 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.
15. 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 pemrittee's discovery of the violation.
Questions or comments may be addressed to Mr. Tyler Crumbley, Wilmington Field Office,
Regulatory Division, telephone [phone].
Since
V OVI/
Tyler Crumbley, Project Manager
Wilmington Regulatory Field Office
RECEIVED
AUG 12 2015
Wit;M-"HW emu"

-4-
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
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
Mr. Todd Allen Bowers
US EPA Region 4 Life Scientist
Water Protection Division
61 Forsyth Street, SW
Atlanta, Georigia 30303-8960
Mr. Chad Coburn
Division of Water Resources
North Carolina Department of
Environment and Natural Resources
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
RECEIVED
AUG 12 1015

MEMORANDUM
To: Doug Huggett
From: Michael Christenbury
Subject: Consistency Determination, Major Permit Application, NC Dept. of
Cultural Resources, Brunswick Town — Brunswick County
Date: August 24, 2015
This project is consistent with the 2007 Brunswick County Land Use Plan Update.
The applicant proposes to construct an offshore living sill, install riprap for shoreline
stabilization and relocate 80 linear feet of marine mattresses. The project is located at
9994 St. Phillips Rd. SE in Brunswick County.
Areas of Environmental Concern (AEC's) impacted by the proposal are EW, PTA and
ES. Waters at the project site are classified as SC and are not open to the harvesting of
shellfish. The area is not 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 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

Pat McCrory
Governor
WEB ERR
North Carolina Department of Environment and Natural Resources
July 23, 2015
North Carolina Division of Cultural Resources
Mr. Mark Cooney
8884 St. Phillips Road, SE
Winnabow NC 28479
Subject Property: Brunswick Town Shoreline Stabilization
Donald R. van der Vaart
Secretary
Brunswick County
DWR Project #: 15-0627
Approval of 401 Water Quality Certification with Additional Conditions
Dear Mr. Cooney,
You have our approval, in accordance with the attached conditions and those listed below to impact
27,525 square feet (0.631 acres) of open waters in order to construct an offshore living sill, to install
riprap for shoreline protection, and to relocate 80 linear feet of marine mattresses as described in
your CAMA application dated June 23, 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. "I,01D
oio
This approval requires you to follow the conditions listed in the attached certification and any 01110 `f
additional conditions listed on the following pages. 01,
Ve
The Additional Conditions of the Certification are:
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 and request the Certification be issued in their
name (15A NCAC 02H .0501 and .0502).
2. Any final construction plans for this project must include or reference the application and plans
approved by the Division under this authorization letter and certification. The applicant will
127 Cardinal Drive Extension, Wilmington, North Carolina 28405
Phone: [phone]Internet: www.ncdenr.gov
An Equal Opportunity 1 Af r nabve Action Employer - Made in part by recycled paper

2
Brunswick Town Shoreline Stabilization
Brunswick County
2015-0627
W
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 determines 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)]
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 hydrocarbon
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), 15A NCAC 0213.0200
(3)(f), and GS 143 Article 21A].
RECEIVED
AUG 0 3 20b
LAIC;"Av A-40 CJtV

3
Brunswick Town Shoreline Stabilization
Brunswick County
2015-0627
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://vortal.ncdenr ore/web/wa/swo/ws/401/certsandpermits/appl /ffornis).
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 [phone] 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.
%0 d
cP
Mailing address for the OAH:
If sending via US Postal Service:
Office of Administrative Hearings
6714 Mail Service Center
Raleigh, NC 27699-6714
If sending via delivery service (UPS,
Fed&x etc):
Office of Administrative Hearings
1711 New Hope Church Road
Raleigh, NC 27609-6285

4
Brunswick Town Shoreline Stabilization
Brunswick County
2015-0627
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.Burdette(ddncdenngov or Chad Coburn in the DWR
Wilmington Regional Office at 910.796.7379 or Chad.Coburnnancdenr. ov. .
Sincerely, .
1
Jim gson, Tonal Supervisor
Water Quality Regional Operations Section
Wilmington Regional Office
Division of Water Resources, NCDENR
Enclosure: GC 3900
cc: Jason Hales — SEPI Engineering and Construction, 5030 New Centre Drive, Suite B,
Wilmington, NC 28403
Tyler Crumbley - USACE Wilmington Regulatory Field Office
Jennifer Burdette — Wetlands and Buffer Unit
Doug Huggett — DCM Morehead City
Heather Coats — DCM Wilmington
WiRO
�:CFIVFD
AUG 0 3 2015

Y ALT
WEN
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
DWR Project No:
Applicant:
Project Name:
Donald R. van der Vaart
Secretary
401 Water Quality Certification Issued Date:
County:
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 is required to return this certificate to the DWR
401 & Buffer Permitting Unit, 1650 Mail Service Center, Raleigh, NC, 27699-1650. This form may be
returned to DWR by the applicant, the applicant's authorized agent, or the project engineer. It is not
necessary to send certificates from all of these.
Applicant's Certification
I, , hereby state that, to the best of my abilities, due care and
diligence was used in the observation of the construction such that the construction was observed to be
built within substantial compliance and intent of the 401 Water Quality Certification and Buffer Rules, the
approved plans and specifications, and other supporting materials.
Signature:
Date:
Agent's Certification
I, , hereby state that, to the best of my abilities, due care and
diligence was used in the observation of the construction such that the construction was observed to
built within substantial compliance and intent of the 401 Water Quality Certification and Buffer Rul��y` he,pEs
approved plans and specifications, and other supporting materials. p
Signature: Date: PJ
if this project was designed by a Certified Professional
I, , as a duly registered Professional (i.e.,
Engineer, Landscape Architect, Surveyor, etc.) in the State of North Carolina, having been authorized to
observe (periodically, weekly, full time) the construction of the project, for the Permitee hereby state that,
to the best of my abilities, due care and diligence was used in the observation of the construction such
that the construction was observed to be built within substantial compliance and intent of the 401 Water
Quality Certification and Buffer Rules, the approved plans and specifications, and other supporting
materials.
Signature:
Date:
Division of Water Resources-401 & Buffer Permitting Unit
1617 Mail Service Center, Ralegh, North Carolina 27699-1617
Location: 512 N Salisbury St, Raleigh, North Carolina 27604
Phone: 919AO7-63001 FAX: [phone]
Internet: www.ncwaterqualq.org
An Equal Oppwiunity� AFumabre Acton Errp" -made in pat by necycktl pare

r
RECEIVED
gG0320

Pat McCrory
Governor
June 18, 2015
MEMORANDUM:
AMA
MUM
North Carolina Department of Environment and Natural Resource
TO: Chad Coburn
401 Wetlands
DWR - WiRO
RECEIVED/NCDENOWR
JUN 19 2015
Water Quality Regional
Operations Section
Wilmington Regional Office
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 / Dredge & Fill Permit Application Review
Applicant: NCDCR State Historic Site Brunswick Town
Project Location: 8884 St. Phillip Rd., SE, adjacent to the Cape Fear River, in Winnabow Brunswick Co.
Proposed Project: to construct an offshore living sill, install riprap for shoreline stabilization and
relocate 80 linear feet of marine mattresses
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 Juiy 13, 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.
401 Wa( a On/a3S /)
REPLY: '-/—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 a e y objects to the project for reasons described in the attached comments.
I
SIGNED DATE ID 1 .;3 "Yo /
EIVED
N.C. Division of Coastal Management AUG 0 S 1015 127 Cardinal Drive Ext., Wilmington, NC 28405
Phone: [phone] FAX: [phone] Internet: www.nccoastalmanagement.net nNrra fir+
An Equal opportunity 1 Afllrmetive Action Employer

r
r'
Huggett, Doug
From: Crumbley, Tyler SAW <[e-mail]>
Sent: Thursday, August 06, 2015 10:15 AM
To: Huggett, Doug
Subject: Conditions: SAW-2012-00739 / Brunswick Town -Fort Anderson Living Sill / NCDCR /
Brunswick County / CAMA Major_GP291
Doug,
Below are the proposed conditions for the BTFA Sill project. Hard -copy to follow. Thanks.
Tyler
We recommend that the following conditions be included in the State authorization:
1. 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].
2. 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.
3. 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.
4. 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.
5. 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.
6. 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.
7. 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

i
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.
8. 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 (919) 733-
5083, Ext. 526 or [phone] and provisions of the North Carolina Oil Pollution and Hazardous Substances Control
Act will be followed.
9. 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.
10. 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.
11. 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.
12. 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).
13. 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.
14. 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.
15. 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].

r
NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
July 13, 2015
Mr. Mark Cooney
NC Department of Cultural Resources
State Historic Site Brunswick Town/Fort Anderson
8884 St. Phillips Road SE
Winnabow, NC 28479
Subject: EXEMPTION
Stormwater Project No. SW8150616
Brunswick Town Shoreline Stabilization
Brunswick County
Dear Mr. Cooney:
Donald van der Vaart
Secretary
The Wilmington Regional Office of the Division of Energy, Mineral, and Land Resources received a copy of the CAMA Major
Permit Application for the subject project on June 19, 2015. Staff review of the plans and specifications has determined that
the development activities proposed at this time will not pose a threat to surface water quality from stormwater runoff. The
Director has determined that projects that are reviewed and approved by the Division as not posing a water quality threat from
stormwater runoff should not be subject to the stormwater management permitting requirements of 15A NCAC 2H.1000, the
stormwater rules. By copy of this letter, we are informing you that this project will not require a stormwater management
permit.
If the subject project disturbs one acre or more and has a point source discharge of stormwater runoff, then it is also subject to
the National Pollutant Discharge Elimination System (NPDES) stormwater discharge requirements. You are required to have
an NPDES permit for stormwater discharge from projects meeting these criteria. All temporary built -upon area associated with
the construction of the project must be removed within 30 days of completion of the project, or when it is no longer needed,
whichever occurs first.
If you have any questions or need additional information concerning this matter please contact Linda Lewis at [phone],
or e-mail her at [e-mail].
Sincerely,
Z�F racy E. Dav' , P.E.��, Director
Division of Energy, Mineral, and Land Resources
GDSlad: G:IWQISharedlStormwatehPermits & Projects12015 \150616 Exemption12015 07 permit 150616
cc: SEPI Engineering & Construction RECEIVED
Brunswick County Building Inspections
Heather Coats/Shaun Simpson
Doug Huggettl DCM p JUL 21 20a
Wilmington Regional Office Stormwater File hPb N wwy e4„
Division of Energy, Mineral, and Land Resources
Land Quality Section — Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405
(910) 796-72151 Fax: [phone] • Internet: httoaloortal.ncdenr.orglwebArl

Huggett, Doug
From: Bodnar, Gregg
Sent: Tuesday, July 14, 2015 12:02 PM
To: Huggett, Doug
Subject: Revision to Brunswick Town (NCDCR State historic Site)
Attachments: Brunswick Town (NCDCR Historic Site).pdf
Hey Doug,
I caught an error in my AFSA moratorium request. Please replace my last email with comments with this
updated and correct attachment.
Thanks,
Gregg
Gregg Bodnar.
Fisheries Resource Specialist
Division of Coastal Management
400 Commerce Ave.
Morehead City, NC 28557
[phone] ext. 213 (Office)
[phone] (Fax)
Gregg. Bodnar(@ncdenr.go
htto://oo rta I.ncde n r.ora/web/cm
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

ICCUM
North Carolina Department of Environmiant-and Natural Resource
Pat McCrory
Governor
June 18, 2015
MEMORANDUM:
TO: Gregg Bodner
Fisheries Resource Specialist
DCM, Morehead City
RECEIVED
JUN 2. 2 7015
fa+ Ive tP,luyw I*
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 / Dredge & Fill Permit Application Review
Applicant: NCDCR State-Misto``ric-Site:Br`uriSW1:a Tgwn)
Project Location
Proposed Project:
8884 St. Phillip Rd., SE, adjacent to the Cape Fear River, in Winnabow Brunswick Co.
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Dow Hugpett at the address above by July_ 3,,,2-0_1i5. If you have any questions
regarding the proposed project, contact Heather Coats at [phone] when appropriate, in depth
comments with supporting data is requested.
REPLY: 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
N.C. Division of Coastal Management
127 Cardinal Drive Ext., Wilmington, NC 28405
Phone: [phone] FAX: [phone] Internet: wwwmccoastalmanaaemer l.nel
An Equal Opportunity 1Alrinnallve Acton Employer

�I,CDENR,
North Carolina Department E
p nvirorlment,andNatural'Resources
Pat McCrory
Donald R: van der Vaart
Governor
Secretary
MEMORANDUM:
TO:
Doug Huggett, DCM Assistant Major Permit Coordinator
FROM:
Gregg Bodnar, DCM Fisheries Resource .Speci.alist
SUBJECT:
NCDCR:State Historic Site Brunswick Town.
DATE:
7/13/15
A North Carolina Division of Coastal Management (DCM),Fisheries Resource Specialist has reviewed the
subject permit application for proposed. actions thatimpact fish and'fish habitats. The applicant
proposes to construct an offshore sill; install -rip -rap for shoreline stabiliiation,.and'relocate,
approximately.80ft. of marine mattresseswithin the Brunswick Town state historic site off of the Cape
Fear River. The. proposal is in three phases; phase one will construct approximately 640'ft. of sill at the
William Dry and Roger Moore Wharfs, relocate approximate10oft. of marine mattresses, and install rip
rap to protect Battery A- and-an.exlsting;boardwalk, phase two will create 1,965ft. of sill:to'connect.to.
phase one; phase three will create; approximately: 2,600ft. of addiebrial sill. The sill will be constructed
with ReefMakerEcosystems ,and be; placed at the -oft, contour.relative:to mean low water (MLW).
Approxin6ately261125fe of shallow bottom vi ll be impacted by the use of the ReefMaker Ecosystems;
1,400ft2 of shallow bottom will: beimpacted by the marine mattresses; and approximately 2 000ft' of
shoreline will be impacted as a result of rip rap. The,potentlel for impact of shallow,bottom has been
greatly reduced through this design as compared to conventional standards.
Shallow bottom; is an important foraging, habitat for juvenile,anrl adult -fish and invertebrates, and aids in
storing and cycling of sediment; nutrients, and.toxins tetweenthe bottom and water column. Shallow
unvegetated bottom is particularlyproductive and, by:providing refuge from predators,.is an important
nurseryarea. Species' dependent on soft bottom include clams, .crabs,.flounder, and rays, although
almost all;fish will forage on microalgae,. infauna, or epifauna on tKe:soft bottom. In addition the area is
important to anadromous fish that travel the river to spawning areas -upstream. Anadromous fish
spawning areas (AFSA) are: those areas where evidence ofspawning ofanadromous fish has been
documented by direct observationofspawning, capture of running ripe females, or collection of eggs or
early larvae. Anadromous species within the Cape Fear River Include American and hickory shad,, striped
bass, river herring, American eel and both Atlantic'and shortnose sturgeon.
I
Currently RCM recommends an AFSA'moratorium on in water work, to include dredging, .from '1.
February to 30 June. This moratorium r6ducesth6 negative effects -.on critical fish life historyact . ivities, -
to include spawning migrations and nursery_ functions The applicant Identified the potential for
manatee interaction and: provided interaction protocols.- These manatee interaction protocols should
be followed fromlduly through 31 October.
Contact Gregg Bodnar at [phone] ext..213 or Rreee,bodhar@ncdenr:eov with further questions
or concerns.
1601 M611Service Center, Raleigh, North Carolina 27699-1601
Phone: 919-70T86001i ntemet:. vnvw,ncde.nr.gov
An Equal Oppoduniq lAtflrma9ye Action Empbyer—Made lapaTt by recycled paper

NODE R
North Carolina Department of Environment and Natural Resource
Pat McCrory
Governor
June 18, 2015
MEMORANDUM:
TO: Gregg Bodner
Fisheries Resource Specialist
DCM, Morehead City
RECEIVED
JUN 2 22015
H k.1fM
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 / Dredge & Fill Permit Application Review
Applicant: INCDCR-State-Historfc_Site_Bru`nswick rowiil
Project Location: 8884 St. Phillip Rd., SE, adjacent to the Cape Fear River, in Winnahow Brunswick Co.
Proposed Project: to.:con`strucG:an:offshore''liihng sill,.fristall=ciprap-fo�skiorehne=s`"tabtljzation ands
Cr-e/6c6fe-80,liivear`feei of nari'ne-mattresses?
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Douq Huppett at the address above by July 1.3 201'S. If you have any questions
regarding the proposed project, contact Heather Coats at [phone] when appropriate, in depth
comments with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency 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
N.C. Division of Coastal Management
127 Cardinal Drive Ext., Wilmington, NC 28405
Phone: [phone] FAX: [phone] Internet: www.nccoastalmanagement.net
An Equal Opportunity 1 Affirmative Adon Employer

AMER
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
MEMORANDUM:
TO: Doug Huggett, DCM Assistant Major Permit Coordinator
FROM: Gregg Bodnar, DCM Fisheries Resource Specialist
SUBJECT: NCDCR State Historic Site Brunswick Town
DATE: 7/13/15
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 an offshore sill, install rip rap for shoreline stabilization, and. relocate
approximately soft. of marine mattresses within the Brunswick Town state historic site off of the Cape
Fear River. The proposal is in three phases; phase one will construct approximately §40ft. of sill at the
William Dry and Roger Moore'Wharfs, relocate approximately80ft. of marine mattresses, and install rip
rap to protect Battery A,and an existing boardwalk; phase two will;create 1,965ft. of sill to connect to
phase one; phase three will create approximately 2,600ft: of additional sill. The sill will be constructed
with ReefMaker Ecosystems and be placed at the -4ft. contour relative to mean low.water (MLW).
Approximately 26,125ft2 of shallow bottom will be impacted by the use of the ReefMaker Ecosystems;
1,400ft2 of shallow bottom will be impacted by the marine mattresses; and approximately 2,00oft2 of
shoreline will be impacted as a result of rip rap. The potential for impact of shallow bottom has been
greatly reduced through this design as compared to conventional standards.
Shallow bottom is an important foraging habitat for juvenile and adult fish and invertebrates, and aids in
storing and cycling of sediment, nutrients, and toxins between the bottom and water column. Shallow
unvegetated bottom, is particularly productive and, by.providing refuge from predators, is an important
nursery area. Species dependent on.soffbottom include clams, crabs, flounder, and rays, although
almost all fish will forage on microalgae, infauna, or epifauna on the soft bottom. In addition the, area is
important to anadromous fish that travel the river to spawning areas upstream. Anadromous fish
spawning areas (AFSA) are those areas.where evidence of spawning of anadromous fish has been
documented by direct observation of spawning; capture of running ripe females, or collection of eggs or
early larvae. Anadromous species within the Cape Fear River include American and hickory shad, striped
bass, river herring, American eel and both Atlantic and shortnose.sturgeon.
Currently DCM recommends an AFSA moratorium on in water work, to include dredging, from 1 July
to 31 October. This moratorium reduces the negative effects on critical fish life history activities, to
include spawning migrations and nursery functions. The applicant identified the potential for manatee
interaction and provided interaction protocols. These manatee interaction protocols should be
followed from 1 July through 31 October.
Contact Gregg Bodnar at [phone] ext. 213 or [e-mail] with further questions
or concerns.
1601 Mail Service Center, Raleigh, North Carolina 27699-1601
Phone: [phone]Internet www.nodenr.gov
An Equal Opportunity %ARrmali Action Employer —Made In pad by recycled paper

North Carolina Department of Envi
Pat McCrary
Governor
June 18, 2015
MEMORANDUM:
TO: Renee Gledhill -Early
Dept._ of Cultural Resources
Archives & History
i
Natural Resource -� �-
Donald R. van der Vaart
Secretary
t I� ;
riboe-
Y"
FROM: Doug Huggett, NC DENR-DCM Major Permits Coordinator
400 Commerce Avenue, Morehead City, NC 28557 Fax: [phone]
(Courier 11-12-09)
SUBJECT: CAMA! Dredge & Fill Permit Application Review
Applicant: NCDCR State Historic Site Brunswick Town
Project Location: 8884 St. Phillip Rd., SE, adjacent to the Cape Fear River, in l innabow Brunswick Co.
Proposed Project: to construct an offshore living sill, install riprap for shoreline stabilization and
relocate 80 linear feet of marine mattresses
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to'Doug Huggettatthe address above by July 13, 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.
REPLY: This agency has no objection to the project as proposed.
fV 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 �'�qQ J /(1':Ila�i"t %1tL�/i DATE
N.G. Delon of Coastal Management
127 Caminal Dive Eat , NShninglcn, NC 28405
Phone: 91r}7%.7215i FAX. [phone]tV lolemet: vhvn•.nccoasialmanaeemenl.net
N! E.:na� Ci;a:ucy • ashnrva °C'.0u Er, eUY9
JUN Z 4 Ztli5

7NCDENR
North Carolina Department of Environment and Natural Resource
Pat McCrory
Governor
Donald R. van der Vaart
Secretary
June 18, 2015
MEMORANDUM:,,.+,.`
TO: Dan Sams J(lN IS
District Manager BY
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 / Dredge & Fill Permit Application Review
Applicant: NCDCR State Historic Site Brunswick Town
Project Location: 8884 St. Phillip Rd., SE, adjacent to the Cape Fear River, in Winnabow Brunswick Co.
Proposed Project: to construct an offshore living sill, install riprap for shoreline stabilization and
relocate 80 linear feet of marine mattresses
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 July 13, 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.
REPLY: 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 �/1`(� 2c(S
N.C. Division of Coastal Management RECEIVED
127 Cardinal Drive Ext., Wilmington, NC 28405
Phone: [phone] FAX: [phone]Internet: www.nccoastalmanagement.net JUL 01 105
An Equal Opportunity � Affimiahve Acton Employer Llk.44," 61

Pat McCrory
Governor
June 18, 2015
MEMORANDUM:
Nti)
FROM
SUBJECT:
Applicant:
e
NCDENR
North Carolina Department of Environment and Natural Resource
Heidi Cox
Donald R. van der Vaarl
Secretary
Environmental Engineer D!vlso 1015
Public Water Supply wyRru pubWarlicerr2eSOUr
Warers�p��
Doug Huggett, NC DENR-DCM Major Permits Coordinator y
400 Commerce Avenue, Morehead City, NC 28557 Fax: [phone]
(Courier 11-12-09)
�7
JtiN 19
CAMA / Dredge & Fill Permit Application Review
NCDCR State Historic Site Brunswick Town
Project Location: 8884 St. Phillip Rd., SE, adjacent to the Cape Fear River, in Winnabow Brunswick Co.
Proposed Project: to construct an offshore living sill, install nprap for shoreline stabilization and
relocate 80 linear feet of marine mattresses
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 July 13, 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.
REPLY: 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 S`""`—�` DATE 3
V %
N.C. Division of Coastal Management
127 Cardinal Ddve Ext., Wilmington, NC 28405 RECEIVED
Phone: 910-79&72151 FAX: [phone]Internet: www,nccoastalmanagement.net 9
An Equal Oppoftniy l Afirmative Action Emoyw JUL Ill 20b
R>-m twnu WtV

NCDENR
North Carolina Department of Environment and Natural Resource
Pat McCrory
Governor
June 18, 2015
MEMORANDUM:
TO: Georgette Scott
Stormwater Section
DEMLR - WiRO
ECEIVE
JUN 19 2015
BY:
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 / Dredge & Fill Permit Application Review
Applicant: NCDCR State Historic Site Brunswick Town
Project Location: 8884 St. Phillip Rd., SE, adjacent to the Cape Fear River, in Winnabow Brunswick Co.
Proposed Project: to construct an offshore living sill, install riprap for shoreline stabilization and
relocate 80 linear feet of marine mattresses
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 July 13, 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.
REPLY: 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 Z RECEIVED
01 109
N.C. Division of Coastal Management
127 Cardinal Drive Ext., Wilmington, NC 28405
Phone: [phone] FAX: [phone] Internet: www.nocoastalmanaciement.net
An Equal Opportunity 1 Affirmative Action Employer

..
4� r
CDENR
North Carolina Department of Environment and Natural.Resource
Pat McCrory Donald.R. van der Vaart
Governor - - - -- - - - - - Secretary
June 18, 2015
MEMORANDUM:
TO: Mark Zeigler
WiRO
Division of Community Assistance
FROM: Doug Huggett, NC DENR-DCM Major Permits Coordinator
400 Commerce Avenue, Morehead City, NC 28557 Fax: [phone]
(Courier 11-12-09)
SUBJECT: CAMA / Dredge & Fill Permit Application Review
Applicant: NCDCR State Historic Site Brunswick Town
Project Location: 8884 St. Phillip Rd., SE, adjacent to the Cape Fear River, in Winnabow Brunswick Co.
Proposed Project: to construct an offshore living sill, install dprap for shoreline stabilization and
relocate 80 linear feet of marine mattresses
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 July 13, 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.
REPLY:
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 desciibed in the attached, comments.
SIGNED /' f M/L_ DATE 2 Z - 15—
N.C. Division of Coastal Management'
127 Cardinal Drive Ext., Wilmington, NC 28405
Phone: [phone] FAX: [phone]Internet: www.nccoastalmanaeernamWel
An Equal Opporlunity l Affirmative Acton Employer ..

Pat McCrory
Governor
June 18. 2015
MEMORANDUM:
.AW
WA&
MUM
North Carolina Department of Environment and Natural Resource
C.IS.0 Cr.Z3.pl
TO: Maria Dunn
NCWRC
WaRO / WiRO
JUN 2015
REHOW
CoaM�
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 / Dredge & Fill Permit Application Review
Applicant: NCDCR State Historic Site Brunswick Town
Project Location: 8884 St. Phillip Rd., SE, adjacent to the Cape Fear River, in Winnabow Brunswick Co.
Proposed Project: to construct an offshore living sill, install riprap for shoreline stabilization and
relocate 80 linear feet of marine mattresses
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Douq Hugpett at the address above by July 13, 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.
REPLY: 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. t—� DATE -2J15
N.C. Division of Coastal Management RECEIVED
127 Cardinal Drive Ext., Wilmington, NC 28405
Phone: [phone] FAX: [phone] Internet: www.nocoastalmanagement.net JUL 15 205
An Equal opportunity 1 Arfimobve Acbm Employer `1f**WI11,

�ZN
�) .in

R
Huggett, Doug
From:
Crumbley, Tyler SAW <[e-mail]>
Sent:
Monday, July 06, 2015 11:37 AM
To:
[e-mail]; Huggett, Doug; [e-mail],
[e-mail], [e-mail]; [e-mail];
[e-mail]; [e-mail]; [e-mail];
Wilson, Debra; Ellis, John; Fritz Rohde - NOAA Federal; Gledhill-earley, Renee; Horton,
James T SAW, Howell, Jonathan; [e-mail]; Coburn, Chad; Coats,
Heather; [e-mail]; [e-mail]; Owens, Jennifer L SAW;
Doug [e-mail]
Cc:
Crumbley, Tyler SAW; Hair, Sarah E SAW
Subject:
SAW-2012-00739 / Brunswick Town -Fort Anderson Living Sill / NCDCR / Brunswick
County / CAMA Major_GP291
Attachments:
Brunswick Town Fort Anderson Sill.kmz; eBrunswick Town - Fort Anderson Plans.pdf;
eCAMA Application and BioReport.pdf; ePN_2012-00739_BTFA Living Sill.pdf
0,
Pursuant to the CAMA-Corps Programmatic Permit process, the North Carolina Division of Coastal Management
(NCDCM) has forwarded to our office a copy of the CAMA permit application, Field Investigation Report and Bio Report
for the subject project. The attached notice requests federal agency comments on this project by 5 August, 2015.
The applicant proposes to construct a living sill, install riprap and relocate failing marine mattresses, all to
stabilize active erosion and provide shoreline protection. This project is located in the Cape Fear River along the Carolina
Beach State Park shoreline, Brunswick County, North Carolina. Coordinates in Decimal Degrees are: 34.039670 N, -
77.943387 W. Please see the field investigation report and the application for more detailed information concerning the
proposed project.
This application is for Phase I, Phase II, and Phase III (-5,225 If of structures). Phase I consists of 660If of
Reefmaker structures (living sill), 200 If of rip -rap bank stabilization (in non -marsh areas), and relocation of 100 If of
failing marine mattresses (previously permitted). Phase II is planned to extend the prior phase Reefmaker structures an
additional 1,965 If. Phases I and II will be monitored to ensure success. If successful, Phase III is proposed as Reefmaker
structures -2,600 If. If unsuccessful, the applicant may request a modification to initiate another design, or another
structure.
A copy of the applicant's permit application, plans and project narrative are attached along with a kmz file for
geo-reference.
This notice initiates the Essential Fish Habitat (EFH) consultation requirements of the Magnuson -Stevens Fishery
Conservation and Management Act. The Corps' initial determination is that the proposed project will not adversely
affect EFH or associated fisheries managed by the South Atlantic or Mid Atlantic Fishery Management Councils or the
National Marine Fisheries Service. The proposed placement of the living sill will be in soft bottom and may affect
species, but due to the mobility of species, the planned gaps for fish passage, and the abundant remaining soft bottom
the impacts are expected to be minimal. The potential for increased biodiversity and larval food supplies in the area
from the constructed living sill and mattress restoration activities may provide a net benefit to species. The project area
is not designated as PNA. SAV is not expected to be present in the project area based on review of satellite photography
and the turbulent nature of the waters affected.

The Corps has reviewed the project area, examined all information provided by the applicant and consulted the
latest North Carolina Natural Heritage Database. Based on available information, the Corps has determined that the
project will not affect any species listed as threatened or endangered or their critical habitat formally designated
pursuant to the Endangered Species Act of 1973 (ESA) within the project area.
Pursuant to Section 106 of the National Historic Preservation Act (NHPA) of 1966, Appendix C of 33 CFR Part
325, and the 2005 Revised Interim Guidance for Implementing Appendix C, the District Engineer consulted district files
and records and the latest published version of the National Register of Historic Places and initially determines that the
Brunswick Town Historic District (NHL Site ID: BW0002) is within and part of the project review area. The intent of the
project is to protect the cultural resources present in the project area, therefore the Corps has preliminarily determined
that the proposed project will affect, but not adversely affect the cultural resources present and requests concurrence
from the State Historic Preservation Office.
Please contact me if you have any questions. Please provide comments as soon as you can or by 5 August, 2015.
Tyler Crumbley
Project Manager
U.S Army Corps of Engineers -Wilmington District Wilmington Regulatory Field Office
69 Darlington Avenue
Wilmington, NC 28403
Phone:[phone]
Fax:[phone]
email: [e-mail]
"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 the Customer Satisfaction Survey located at: htto://regulatory.usacesurvey.com/"

ALTEK�
NCDENR
North Carolina Department of Environment and Natural Resource
Pat McCrory Donald R. van der Vaart
Governor Secretary
June 18, 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 / Dredge & Fill Permit Application Review
Applicant: NCDCR State Historic Site Brunswick Town
Project Location: 8884 St. Phillip Rd., SE, adjacent to the Cape Fear River, in Winnabow Brunswick Co.
Proposed Project: to construct an offshore living sill, install riprap for shoreline stabilization and
relocate 80 linear feet of marine mattresses
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 July 13, 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.
REPLY:y 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 l / y l� C�h� /y�l DATE 2 2 �wo -
RECEIVED
N.C. Division of Coastal Management
127 Cardinal Drive Ext., Wilmington, NC 28405 JUN E 4 2015
Phone: [phone] FAX: [phone]Internet: www.nccoastalmanaclement.net
uboe-mmw ft0,
An Equal Opportunity 1 Affirmalive Acton Employer

DISTRICT 3
IJUN 2 9 2015
NCD NR
North Carolina Department of Environment and
Pat McCrory
Governor
June 18, 2015
MEMORANDUM:
TO: Anthony Law
NC DOT
Brunswick County
RECEIVED
Natural Resource
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 / Dredge & Fill Permit Application Review
Applicant: NCDCR State Historic Site Brunswick Town
Project Location: 8884 St. Phillip Rd., SE, adjacent to the Cape Fear River, in Winnabow Brunswick Co.
Proposed Project: to construct an offshore living sill, install nprap for shoreline stabilization and
relocate 80 linear feet of marine mattresses
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 July 13, 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.
REPLY: 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 G-� DATE Z4�T'or
/ N.C. Division of Coastal Management JUL 0 9 201.5
127 Cardinal Drive Ext., Wilmington, NC 28405
Phone, 910-796-72151 FAX: [phone] Internet: www.nccoastalmanagement,net
An Equal Opportunity 1 Affinnabve Action Employer

RECEIVED
JUL 0 7 2015

Pat McCrory
Governor
June 18, 2015
w
NCDENR
North Carolina Department of Environment and Natural Resource
Donald R. van der Vaart
Secretary
RECEIVED
MEMORANDUM: JUN 2 3 2015
DOA
TO: Tim Walton STATE PROPERTY
Dept of Administration OFFICE
State Property Office
FROM: Doug Huggett, NC DENR-DCM Major Permits Coordinator
400 Commerce Avenue, Morehead City, NC 28557 Fax: [phone]
(Courier 11-12-09)
SUBJECT: CAMA / Dredge & Fill Permit Application Review
Applicant: NCDCR State Historic Site Brunswick Town
Project Location: 8884 St. Phillip Rd., SE, adjacent to the Cape Fear River, in Winnabow Brunswick Co.
Proposed Project: to construct an offshore living sill, install riprap for shoreline stabilization and
relocate 80 linear feet of marine mattresses
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 July 13, 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.
REPLY: is agency has no objection to the project as proposed.
;SR- Zni, / This agency has no comment on the proposed project.
N`
ti
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
RECEIVED
Clas ivi n of Cal Management
127 Cardi I ive Ext., Wilmington, NC 28405 JUL 13 7n1c
h e:910-796-72151FAX ,-395-3964Internet: www.nccoastalmanagement.net
An Equal Opportunity 1 Alfimafive Action Employer

Page 1 of 1
V: .'W .."A'l-- ..
\ ({;
'Witnema my hand and notarial .sal, this the "m day Of 4Pril. 1953.
my s6emtaalca irm Per. 11, 1954 Maud N. DVrbm
(I. P. Lai) Notary rubll,
xoSTE CAROLINA
OVILPORD CODYTr
1, Iargarst W. gamy, a Notary rohlle of said aomy, do hereby oartity that Joseph
1. Cam peraa=117 appear" bofore ma this day and mkmN..dgd the amoutlem of the
romping instrument.
Nltaoss q hood wd notarlal seal. Chia the loth day of April, 1953.
My eomaims" avirts 5-15-54, Margaret W. Amoy
(H. r. Seel) Eatery rublLa
STAIN Op SUITS CAROLIRI
BRUNSWICK COUNT.
Thafo»geing eartlflsate of Nava R. Uurom, k Note" rmile of Nookleabarg County.
"A State of North Carolina, Margaret Y. uoay, a Notary Publlo of dullford County.
and State of North Carolina, is ad;udgsd to too oorratt. Lot the Instrument, vith the
eartifiosto, be registered.
Witness my hand, this the 5m day of Key. 1953.
Linda M1oLmA
Deputy Clerk Suporlor Court
pilod for rtgiotroti" on tits 5 day of Key, L953 at ) f. h. and duly recorded,
ftQS4,tz•'pd'gd1
TWOlNS 8. WRIOMT, Bi SROP. TR0.4TBS, kT ALS �
TO ( 0EID
STATE OF NORTH CARDLISA I
FORTH eUDLIEA
BRUNSWICK COUNTY
IRIS 01010), moda this 24th day of April, 1953, by The Right KSTerema Ifs men I.
Wrlgbt, Stamp, Suson C. RorLAm, and Robert Strange, Truetom of tha Dicoese of.
lima oarollma of Nov boAowr Ocanty, North Oorellms parties of the first port, to
the hate of forth Ckreltoa, party or the meand part!
WtTYI;E��ga
That tun said yard Do or the first port, for rod in oom ideratLon of the am at
One dollar (41.00) in head paid by the Party of the 000044Pert, no nscelpt of .dish
Is haraby A0110,04dedMsd, and ether vilmble aanaidorationa, have borgalmd and told,
amd of tame Rmsento de hereby µOn. grant. b"94% all seed convoy Onto the State
of North Oeeoline, to be used vaolusiv*1y as a State Niabor16e1 fork, all that Oarml
of lend lying and aitmio in Bru rdak County. North Carolina, Nod Mors Tally described
an follovs, to Witt
Trap a Begim s at a point, us corner of lal of the State of
e aralm
ina, said point being approaimtely 60 foot in a sonth-
westerly dlreotlom from me aouthveat coma of the paths of old
Stint Ph1111pa Chwah at 'BrumadOX" In 3ransvisk Count i tome
visit the Elm of the $take of north Carolina due NOpptn 132 feet to
a point, the tormr of leads of the State of Forth Cdraliml tome
vlth the lint of the state of North Comlim 1. 860 391 A. 295 foot
to • polat Sa the Elm of the State ar Worth Carolina, said point
De1aN d. 300 06' a. $86 fvet from a mnereto smmum.at marked J.a.L.P
2$) tames $. 300 061 A. IT5 feat to a pcintl mono S. 600 45, W.
j8 fee4 to A point in the line of the a"" or North Carolim. said
point minn{g 1. 6G0 UpN, tyy foot from mea contras. enmuat marked
W.A.L.P. -%4i tome W, 860 39. 4 350 feet to the paint of bogl-ISC•
and oont deang 1.18 mrea, sore or lam.
To
ct Twe1 seaian at a Point LA the line of the State of North
won oe, aatd poikk being an the unite" snore line of Caps Pear
Rlvarl tbanoe 1. 860 3V W 6y5 loot vltt the line of the Steto of
Forth Cerolisa to a point tunmeat' fun Ofttthhe • ate oftNorth C"t Calm
sold Paint being M. 0 b5
%
marked W.A.I.J.-24i the"* 1. 60 45' I. 30 feet to A Point; theme
N. 300 06' W. 175 test to A VOIAt in thv line of the State of North
E6
1
i
r
,
1
RECEIVE
0 WILMINGTON,
RECEIVED ,
J U�l L'18;1
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5
t�
L
Pa�.
,?awr,.w• you aW�n �' eY.' W. �!.
tom, Be arked d.A.L.I. .251 then.* with the lino et the State of
•,• ' '
North Carolina B. 86039' a. 055 teat to a point In the line of the
1
state of North Carolina, 4.1d point being an We rent.. shore line
I Sh
er of Cape leRiver; %bases southward, down and along the weetwo
w
•
.here 11" of Caps ?.or River, 215 rest, Bari, or leas, to the point
t/
of beginning and sontdnlag 3.70 .one, more or leas.
!� f' w
TO HAVE AND TO HOLD the aforatoid tract or pmdel of land, to be sued asolum-'
wary Be a State Siatoridd Park* together with all rights, privileges and appurt*n-
moose therount* In amywSae apperVdnloa, unto the *aid State of North Carolina, to
1
Ito only use and bab°ot Forever.
In the swan% the ;kneed Seib.. Oev.raeunt ahould mq.1" any aaeemant or sesawentn
rights or title to my portion of the above demerit ec property, the party of the second
I •
part abB11 faithfully apply an! and all rvvenues which it ay reaalvo m comeneetim
tte,arm. an the nuwIntwanom aM Iamra"went of the property and the purpe"a tee
whIon it 1. conveyed.
In the event the Dnited States Cceernmrnt should acquire any e"oment or assonance,
1
r15bta or title to any portion of the above described prop°t•ty, the party of the second
�
part, by its acceptance of this abddrgrees in eter.iae every possible effort to
prevaes the eequisitim by the United States Ooewmmont of the fee simple title to the
-
i
aeaa. In the east: the United Statem OoverOrmnt should at Way tine acquire the M
;
SAeple title to one' partlan of the property haroln cmvayed, tGB party of the seeedd
part, by the ad°aptuee of this deed, agw" to mereise Barry possible effort to hays
uen included in the Samtrwt conveying the foe staple title a pr°Hdom that bond being
nap longer needed for the purposes for which acquired the property °hall revert be the
State of March Carolina.
State Hid described So ire upon
For Park, Sn the it
I
aballbeua� sitluslroi'eily a °d and event eh*llimsie
to be so w*ad, St shall madiat*ly revert to the parties or the firatpart, their mane-
L
Snore and "alone.
IN WITNESS WHEREOF. the Trusts" of the Dudes* of Seat Carolina, parties of the
k I:il
first part, he" baraumto met their hemaw oil by mathorlty of a Resolution adopted
Z
anie the day and year first abo" written.
i`
Tbaer N. Wright. Rlabap, (Trout")
:•'1
Nara t C. Raritan, Truatse
A:teatn Robert String& Trustae
,
11te P. Stanley Trumt°°a, Diadem* of feat Oarallm
F �.
NORTH CAROLINA
nw HANOM COtafr
• �, e
This is to oerHfy that an the 4th day of April 1953. before ", Edith R, Ckohsa
personally dame The R1aht Reverend Thomas U. Wright. bishop. Haramn C. Rorlaon, and
,
r,•
San of Strando, Truaboov
donvor bho Plooof Peat olina, wad oakmowlodged the due dfeaua-
ohs going the purposes therein, expressed.
(
Yitaa* By bad and material mod, this 4th day of April, 1953.
t '
No aaemisaia atpirem July 24, 190) fdlth S. Draham
deal) Patna
q �
IN. P. Rotary
STATE W NORTH CAROLINA,
,
BRUNSWICK Comic.
The foregoing certificate of Shcth S. Orman a gotary Public of Now Wendy" County,
State North Carolina be be Let I"traao",
t
and of to adjudged cerreat. the with the
e*r%iflmt*. be realabared.
w
3 .
lhtmess AN hand. this Was 6th ay of may 1953.
6
Linda Hickman
Deputy Clark of Superior Court
1
PUBS for ea ntratian on the 6 of
gi di, Nay 1953 at 9 a. N, and del! radorded,
f
('�
• Y
1
RECEIVED _ - : '
JUL 13 20>?i
1
RECEWED
txiwrl+n DCM WILMINGTON, NC
JUN o S 2015
'
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IK
ffifflIR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
June 16, 2015
Mr. Jason Hales
SEPI Engineering & Construction
5030 New Centre Drive, Suite B
Wilmington, NC 28403
Dear Mr. Hales:
Donald R. van der Vaart
Secretary
RECEIVED
JUN 2 2 2015
The Division of Coastal Management hereby acknowledges receipt of your application, acting as agent for
the NC Department of Cultural Resources, for State approval of the construction of shoreline stabilization, located at
Brunswick Town, 8884 St Phillips Road SE, in Winnabow, Brunswick County, and adjacent to the Cape Fear River.
It was received as complete on 6/8/15 and appears to be adequate for processing at this time. The projected deadline
for making a decision is 8/23/15. 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 6/8/15 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 113A-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,
L (9
Heather Coats
Field Representative
co: Doug Huggett, DCM
Debra Wilson, DCM
Tyler Crumbley, COE
Connie Marlowe, Brunswick County
127 Cardinal Drive Ext, Wilmington, North Carolina 28405
Phone: [phone]Jnternet: www.nodenr.gov
An Equal opportunity 1 Affirmative Action Employer- Made in part by recycled paper

\Tt)'1'ICI:
CAMA CP�''E�R�M/''�IT
P*F1iJ?nt�jdSESiE�conStra4!'J�shore
I
88H4 St. Ph1111Da acen oFear
River, in Winnabow, Brunswick County.
COMMENTS ACCEPTED THROUGH - July , 2015
APPLICANT:
NCDCCR State Historic Site
Brunswick Town / Ft. Anderson
8884 St. Phillips Rd. SE
Winnabow, NC 28479
Agent: SER c/o Jason Hales ((910) 3716613
FOR MORE DETAILS CONTACT
THE LOCAL PERMIT OFFICER BELOW:
NC Div. of Coastal Management
127 Cardinal Dr. Ext.
Wilmington, NC 28405
Heather Coats, Field Representative
910-796-7424

Page 1 of 1
i ti M , jr i • _
'Eitnems My hand and notarial seal, this the loth day of April, 1953.
iy somml$ I aP. a.". Nov. 11. 1954 Mood M. Durbu
so Notary Yne11a
EORTS CAROLINA
DDZLFORD COCErr
1, Margaret w, tany, a ester} retain Or said eoonty, do hereby certify that y01cah
J. Cox personally appeared bafors m this day and acknowledged the execution of the
foregoing SMtrONeC.
witasve my band and aotaoisl seal, this tha loth day or Aprll, 1953.
My eosmisalm expires 5-15-54 Margaret W. Amey
IE. r. noel) Notary futile
STATE OP NORTH CAROLINA
BBUNSwlCx CouxN y
Thofongoing coC Lrleate of stud M, b noo, a sots Public of Guilford Public of urS CCuwnty.
and State of North arn1LSA, Margaret W, 7, votary
and State of North Carolina. La adjudged to be correct, Let the last! At, with the
certificate, be registered.
Witness My hand. this the Ste day of May. 1953.
Linda Hickman
Deputy Clark Superior Court
Piled for rogistratim ea the 5 day of My, 1953 at 3 P. M, and duly recorded.
ci4' -0f'"0di1!"
W
THONAN H. WRIOBT, BISHOP. TRUSTEE, hT ALA
TO I DE gD
STATE OF HORrm CAROLIEA 1.
NORTH CAROLINA
muuwiox COUNTY
TR1S Dom, fade this 24th day or April. 1953, by The Right Rovervad th H,
Wright, bishop, Hanson C. Morison, end Robert Streams, Trustesa of the Dlooees of.
gos Caroline of Nou asnaver Ce,sy North Carolina* parties of the first part. to
the moats of korth Caroline• party or the .sound Part:
That the said parts go of the first part. for end in oonslderati011 Of the sale Of
Cos dollar (41.09) in band Paid by tan Party of the 0000udPOrt, no A"A"'Pt of usigh
16 hereby Maknouledgeds and other valuable oonddOrstioaso have bargained and Mold*
and by those presents do harbor, give. grant. baPgaln, ..it sad aonvy to the $Late
of Month Corollas, to be used Oxclueitaly as a State Hintorleal Park, all that Parcel
of land lying end Altuats la Srtasviow County, North Carolina, and More Tully described
f ll"s to Witt
f
i.
as e ,
Tree r Bodimans at a potat, the earns! of lands Of the State of
e .!.lone, aald polot being approximta17 60 feet in a south.
vutarly direction ttaa the southwest corner of the PUMA of old
I
Seiat Phillips Church at eBruoavlak' In Branovilt County; tnenee
with tan line of the state of aorta Carolina due North 132 foot to
,
a Point, the lorwr of lands of the State of North •rolinal theme
with the Liao of the state or Earth Carolina Jr. 860 39' A. 295 last
to n point n "a aim of the State or North Carolina. sold point
ked d.A.L.P.
ked ar
being a, 306 06' E. 886 root from a concrete m®Par
1
thanes S. 300 06' H. 115 feet to s P8Let1 them" sal 600 45' W,
line the staoo of North Car I"m said
R E C E IV Eb
38 feet to A point In the of
W.A,L.P,int Sa"igshamoe M. 860 39, W 350 from
toathetpoinntuaof b46lr (CM WILMINGTON,
sad containing 1.18 Marco, more or loco.
Pi.vet Trot Na`LmLas at a point 1n the it" At the State or North
saidd Using one the rasters abuse ltm of Cape Paar
JUN 0 S 201
Oro aa, Pclott
E. 860 V. 615 toot Witt, the lion at the State of
111
Rlverl thence 39'
North Carolina to a point In the IIna of the State of Earth Carolina
said point being K. 600 45. E. 2b7 feet room a eemrots rawunt
urked W.A.L. P,.24i theme S. 60 45' E, 38 feet to a Pointl theme
y
1. 300 06' W. 11S feet to a Point in the 1lm of the State of Earth
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t
h
RECEIVED
)UN 2,2 10b,
meanmeab merked dt.I.y. -25h thence Wltb the 11. of the State of
Borth Carelles a. a 39n a. 055 feet to a point 10 the line of the
at*N of North Carolina, Said point being en bbe to. Shore llne
of Cape tear Rivers th.ae. aeuthWard, down and along the Western
shore it" of Cape Fear River, 295 fast, wre Or lead. to the point
of beginalhg and containing 3.70 —me. wre or lease
TO RAVE AND TO HOLD the aforesaid treat or parcel of land. to be sued exolue-
Lvelr as a State dlatorical lark, together wItb all rights, privileges and apporten-
moos, theraonta In ozqulao ypertaialsyj most the Said State of North Carolina, to
its only owe and beboot forever.
In the .rent the united State. Oev.rammtt Should seems" mor ummwt or Saeeaante
rights W title to 4 portion of the above deeorib ed property, the party of the mound
part sball faithfully apply any and all s.venuos which it eq roulve AS eeDVseneetion
thoretrom to the malntenonas aW LmOrcluent of the property and the pas "a for
which It 1s aonvsySd.
In the event the United States Government xbould acquire Any assount or usementeo
rifitt, or title to an Darts= of the above desenbed property, the party of the soeood
pact, by its wceptanco of this deed. agree* to aa..alaa every possible effort to
graven the asquisitlm by Us 9 tied States Govomemht of the fee simple title to the
Same, in the event no Belted States Government Should at any ties, esquire the two
simple title to any porblen of the property herein Smeared. the party of toe meson
Part, by tho acceptance of this deed, ea m" to aseroiss every possible effort to he"
included in tea inatrmueM shivering the fee Single title a proelelon that upon being
ne longer needed for the purposes for which acquired the property shall covert be the
at ate of North Carolina.
/The used
provers; hevelo far a bodSta fe amnJed upon � in the seaatim that it
Itt then umms
soap be mood sue @halal for • gtate Rube sal Park,
to or w mood. it shall �vesdlstaly revert to she p.rtlaa Of the nres p.n. rivlr ouea-
eoeors said seslgoa.
IN WITSSS9 WHEEEOP, the Trustees of the Diocese of gsot Carolima, parties of the
rust part, he" beramto Set their hands. all by authority of a Resolution adopted
this the day and yew first anew Written.
Thaaao H. Wright, Bishop. (Trmmtee)
Servos, C. Horsens, Trustee
Attests Robert Strange Trustee
Slsa P. otanly Trustees, Blouse of Eoob ou lius
TOM CAROLINA
NbW HANO9FA COONrf
This is to eartlfy that on the Pubh der of Aprila�1953. before era, Edith N. Crehme.
Cpao :OnmlLy awe The Right Roverand Theme N. Wright, all Wog. Harman C. Rorison. and
Aobert Strong*. Trustees of and Olaeose of Nub Carolina, and umv.ladged the due akbeub-
Lem of the fosagoisng conveyance for the purpeeee thoreto, upresud.
Witomea my hod and ootarlal seek. We 26th day of April, 1953. -
Ry smmisalen ukrom July 24, 1953 &Pith N. Grahame
(N. P, deal) Notary publlo
BTATL CP SORT% CAROLINA,
BRUNWICN COUNTY.
The foregoing certificate of Baltic H. Oraaan a Notary Public of Now Aenhvvr Comely,
mad Stabe of North Carollme to adjudged to be corruat. Lot the Instruauot, with the
aartiflaate, be registered.
Nltnese or head, two the 6th day of Rey 1953.
Linda Sickish
Deputy Cleric of Supsrlar Court
plied for ragiotration era the 6 dq of Ray 1953 at 9 A. A. sea duly recorded.
. Bdgtit�F
RECENED
DCM WILMINGTON, NC�
JUN 0 8 2015 '
Page I of I
N
i.
li.
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RECEIVED
N.C. DIVISION OF COASTAL MANAGEMENT
JUN 2 2 1015
AGENT AUTHORIZATION FORM "''" "UO'
Date 4/23/2015
Name of Property Owner Applying for Permit:
NCDCR State Historic Site Brunswick Town/Fort Anderson
Mailing Address:
8884 St Phillips Rd SE, Winnabow NC, 28479
I certify that I have authorized (agent)SEPI Engineering — Jason Hales/Randy Boyd to act
on my behalf, for the purpose of applying for and obtaining all CAMA Permits necessary
to install or construct (activity) Shoreline stabilization along Cape Fear River ,
at (my property located at) NCDCR State Historic Site Brunswick Town/Fort Anderson
This certification is valid thru (date) 4/2212016
Property Owner Signature N' e' OV : 4--tV1-7 Z-4V-A Date
RECEIVED
DCM WILMINGTON, NC
JUN 0 0 Z015

RIPARIAN NOTIFICATION FOR CAMA MAJOR
PERMIT APPLICATION
Brunswick Town/Fort Anderson State Historic Site RECEIVED
North Carolina Department of Cultural Resources JUN 9 2 20b
State Historic Preservation Office
8884 St Phillips Rd SE °�^" ""`"" r•1t*
W innabow, NC 28479
Certified Mail — Return Receipt Requested
5/12/2015
Orton Plantation Holdings, LLC
17th Floor. 1251 Avenue of the Americas,
New York, NY 10020
Orton Plantation Holdings, LLC:
Brunswick Town/Fort Anderson is applying for a CAMA Major permit for shoreline
stabilization along the Cape Fear River, located at 8884 St Phillips Rd SE Winnabow, NC
28479, in Brunswick County, North Carolina. The specifics of the proposed work are in the
enclosed application forms and drawings.
As the adjacent riparian property owner to the aforementioned project, I am required to notify
you of the development in order to give you the opportunity to comment on the project. Please
review the attached permit application and drawings.
Should you have any objections to this proposal, please send your written comments to District
Manager Debbie Wilson, Wilmington District, 127 Cardinal Drive Extension, Wilmington, NC
28405-3845, within 30 days of your receipt of this notice. Such comments will be considered by
the Department in reaching a final decision on the application. No comment within 30 days of
your receipt of this notice will be considered as no objection. If you have any questions on this
project, please call me at 910-633-6921, or e-mail me at [e-mail].
Sincerely,
Jason Hales
SEPI Engineering and Construction
5030 New Centre Drive, Suite B
Wilmington, NC 28403
910-633-6921
RECEIVED
DCM WILMINGTON, NC
JUN 018 2015

■ 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. Artlde Addressed to:
O Rix' W ?LAPJT AT o N kAOI-D 11J(�
L.L.C.
1 oL5 1 MEN1,11i Of THE AYQLILAS
17TN Fl o(Z
NEw y o A-r- 1 N y 100 a,A
A SlBnature
X
�
// 13 Agent
!`-Th dd asses
S. Received by (AM
re)
C. Date of Delivery
D. Is delivery e� dAier�fr�Q Ilow 1? ❑ yes
11 YES, ante delivefy ad lour. MNo
3. Service Type
❑ Certified Mall'
❑ Priority Mail Express'
❑ Registered
❑ Return Receipt for Merdiendbe
❑ Insured Mal
❑ Collect on Delivery
4. Restricted Delivery? (Extra Fee) ❑ Yee
2. Article Number 7p14 3490 0000 2052 6353
gmsfer from service label)
PS Form 3811, July 2013 DomaStIC Return Receipt j
RECEIVED
JUN 9 2 20b
69_rk t..un,
RECEIVED
DCM WILMINGTON, NC
JUN 0 8 2015

RIPARIAN NOTIFICATION FOR CAMA MAJOR
PERMIT APPLICATION RECEIVED
Brunswick Town/Fort Anderson State Historic Site
North Carolina Department of Cultural Resources
State Historic Preservation Office
8884 St Phillips Rd SE
Winnabow, NC 28479
Certified Mail — Return Receipt Requested
5/12/2015
MOTSU (Colonel C. Hart)
596th Transportation Brigade
6280 Sunny Point Rd SE,
Southport, NC 28461-7800
MOTSU:
JUN ?, 2 1019
rn 'A,AUI4klir
Brunswick Town/Fort Anderson is applying for a CAMA Major permit for shoreline
stabilization along the Cape Fear River, located at 8884 St Phillips Rd SE Winnabow, NC
28479, in Brunswick County, North Carolina. The specifics of the proposed work are in the
enclosed application forms and drawings.
As the adjacent riparian property owner to the aforementioned project, I am required to notify
you of the development in order to give you the opportunity to comment on the project. Please
review the attached permit application and drawings.
Should you have any objections to this proposal, please send your written comments to District
Manager Debbie Wilson, Wilmington District, 127 Cardinal Drive Extension, Wilmington, NC
28405-3845, within 30 days of your receipt of this notice. Such comments will be considered by
the Department in reaching a final decision on the application. No comment within 30 days of
your receipt of this notice will be considered as no objection. If you have any questions on this
project, please call me at 910-633-6921, or e-mail me [e-mail].
Sincerely,
Jason Hales
SEPI Engineering and Construction
5030 New Centre Drive, Suite B
Wilmington, NC 28403
910-633-6921
DCM RECEIVED
TON, NC
JUN 0 8 2015

UNITED STATES POSTAL SERVICE I I I II I Pnmt-Class Mail
Po Fees
Pa No. G-10 Pad
• Sender. Please print your name, address, and ZIP+40 in this box*
Ee I -E N&IN 12 II' & i�-jSTF-kkcn01
ASoN IAM j
5v3� Nv-Lo
SUr7T is
U' I Lrn l rv(r: v pjc-. C;t-8 4 c)3
illildil I IIIIIIII]if 1Itill IIIIIIIIhnIllItilhl'hli'llfill III
RECEIVED
JUN 2 2 2015
DCM WILM NIGTON, NC
JUN 0 6 Z015

■ Complete items 1, 2, and 3. Also complete
hem 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 mallplece,
or on the front if space permits.
1. Article Addressed to:
rA6TSV.-((.oion.EL C. HARTJ
57910T{1 TjLANSr0RTATw0 9Wf.An
69 B0 SVwNY Pelnrr RO S`E
5`0W tIPOAT� NG 2841o1-7&
A.
❑ Agent
B. Received by
D. Ls delivery address dderent from Rem 17 /0 Yeg
If YES, enter delivery address below: ❑ No
Mo�sv
Mht L
3. Service Type
❑ Certified Mall` ❑ Priority Mall Express"
❑ Registered ❑ Return Receipt for Merchandise
❑ Insured Mail ❑ Collect on Delivery
4. Restricted Delivery? IlEklm Fee) ❑ Yes
2. Article Number 7014 3490 0000 2052 6346
m
(imps/er horn service leb�' _
PS Form 3811, July 2013 Doeet c Rehm Receipt -- — —
RECEIVED
DCM WILMINGTON, NC
JUN 08 2015

RECEIVED
Brunswick Town / Fort Anderson JUN 9 2 2015
Shoreline Stabilization
Scoping Meeting Request
3/4/2014
Project narrative:
Existing Conditions- List of existing permits - CAMA general permits 15A NCAC 071-1.2400 (No. 59233-D) and 15A
NCAC 071-1.1100 (No. 59234-D), previous project name(same as current) or owner name (NCDCR), existing
compliance or pollution incidents (N/A), current conditions or development on site (see narrative below), size of tract
(-2,000 linear feet along Cape Fear River), streams or wetlands on site (not delineated), stream name and classification
(Cape Fear River 18 - (71) - SA), historical significance of property(State-owned historic site) , seasonal high water
table elevation (MSL), riparian buffers (no), areas of environmental concern (estuarine AEC), setbacks (USACE
navigational channel easement)
Brunswick Town/Fort Anderson (BTFA) is a state-owned historic site on the west bank of the Cape Fear River in
Brunswick County administered by the North Carolina Department of Cultural Resources (NCDCR) Division of State
Historic Sites and Properties. NCDCR is seeking protection from rapid shoreline erosion from constant tidal forces and
dynamic wave action at BTFA. Temporary stabilization efforts using CAMA general permits were undertaken on July
30, 2012. Because the limited scope of the general permit, stabilization efforts were focused in the most critical areas
of erosion associated with known features of historical significance. This consisted of the installation of 279 linear feet
(one 179 foot section and one 100 foot section) of a rip rap revetment at the toe of Battery "A" (Photo 1) and 500 linear
feet of "Triton Marine Mattresses' as toe of marsh revetments beginning at the southern end of Battery "A" and
extending southward (Photos 2 and 3).
The rip rap and mattresses have helped alleviate some of the wave action on the shoreline but are having limited
success and erosion is continuing. The mattresses are subsiding in many locations because no stabilizing base
material for foundation support and have sunk in elevation below the marsh line. Around the William Dry Wharf marine
mattresses followed the original scoured shoreline per the CAMA general permit. This created a section of the
mattresses that were at a right angle to wave and tidal action. The perpendicular orientation of shoreline protection
concentrated wave energy along the William Dry Wharf timber area where a scour pool has formed, accelerating the
wharf timber exposure (Photo 4). The scour pool development, continued shoreline erosion and mattresses subsidence
near William Dry Wharf are illustrated through comparison of Photo 2 (August 2012) and Photo 4 (January 2014).
Photos 5, 6, 7 and 8 show a vessel wake impacting the shoreline behind the mattresses at William Dry Wharf in
September 2012 just after their instillation. Another wake impact on the shoreline behind the mattresses at William Dry
Wharf in October 2012 is shown in photos 9,10 and 11. Waves overtopping the mattresses are scouring material from
between the revetment and the marsh escarpment in many places (Photos 12 and 13) and erosion is continuing
unabated in areas without protection (Photo 14). The gap between the rip rap revetments at the toe of Battery "A" is
experiencing continued erosion (Photo 15). The revetments are beginning to show signs of undermining and
deterioration from wave action. Notice rocks displaced onto the shore in front of the revetment in Photo 16 (January
2014). Additionally, marsh grass removal in front of the north revetment and shoreline erosion around the northern
edge of the north revetment can be seen by comparing of Photo 1 (August 2012) and Photo 16 (January 2014).
Proposed- Full scope of project with development phase plan (see below), acreage to be disturbed (TBD), wetlands
to be disturbed (none), waste treatment & water supply proposed (N/A), soils report availability (N/A), % impervious
surface (NIA), stormwater treatment (WA) and number of bmps (N/A), public (NCDCR) or private funding (No).
BTFA desires to stabilize the shoreline of the state-owned historic site property, approximately 2,000 feet. During an
initial meeting with NCDCM on February 6, 2014 it was suggested that BTFA submit a plan for a CAMA major permit
RECEIVED
DCM WILMINGTON, NC
JUN 0 6 2015

that would address the whole shoreline/project and conduct construction in phases as funding becomes available. The
major permit will be valid for 3 years and can be renewed to complete construction. Phase I would consist of the priority
areas for the current funding where erosion is threatening known historical artifacts. These include between the two rip
rap revetments at the toe of Battery A (Photo 15), the toe of Battery B (Photo 17), and the shoreline in front of and
adjacent to the William Dry (Photos 2 and 4) and Roger Moore (Photo 18) Wharfs. Additional phases would consist of
extending the Phase I stabilization to the north and south. The preferred method of shoreline stabilization is an offshore
sill/breakwater. Artificial reef/wave attenuator systems (Photo •19) are proposed as an alternative to use of piles of
granite rock (Photo 20). Some potential biological benefits of the "Reefmaker' systems over granite rocks include:
water flows through for increased flushing, smaller benthic footprint to reach desired height, limestone composition is
more conducive to bivalve settlement and production of higher quality fish habitat. Additionally, the systems are easier
to maintain, modify and/or remove. This effort is in the design phase and a scoping meeting is desired so all participating
agencies can help with comments on the design, potential environmental concerns and documentation requirements.
Thank you.
Jason Hales
Environmental Project Manager
SEPI Engineering and Construction
5030 New Centre Drive, Suite B
Wilmington, NC 28403
910.633.6921
[e-mail]
RECEIVED
DCM WILMINGTON, NC
JUN 0 Q 2015

i
w
w
0.'
��1 W
:a i3reeie CSea Breeze
ri Fort Anderson�(tWI"" nab w. NC 28475 USA
,. .. ry t , • � GaroNn
a/.. ,.,
/ Pleasure >
u i
al Kure Beach Kure Bea,

Photo 1. Rip rap revetment at toe of Battery "A" (looking north) - August 2012
Photo 2. Marine Mattresses at William Dry Wharf - August 2012
RECEIVED
DCM WILMINGTON, NC
JUN 06 Z015

Photo 3. Marine Mattresses (looking south from William Dry Wham - August 2012
Photo 4. Marine mattresses at William Dry Wharf - January 2014
RECEIVED
JUN n 2 29b
RECEIVED
DCM WILMINGTON, NC
JUN 0 8 2015

rnom D. vessel approaching B I FA Shoreline from south - September 2012
rnoto o. waKe impacting ti I FA shoreline and mattresses south of William Dry Wharf,
and water draw down at William Dry Wharf - September 2012
DCM WECEIVED
ILMINGTON, NC
JUN 0.8 2015

Photo 7. Wake surge impacting mattresses and shoreline at William Dry Wharf - September 2012
Photo 8. Wake impact passing mattresses and shoreline at William Dry Wharf - September 2012
RECEIVED
DCM WILMINGTON, NC
JUN 0 8 2015

Photo 9. Pre -wake impact on shoreline at William Dry Wharf - September 2012
Photo 10. Wake impact on shoreline at William Dry Wharf - September 2012
RECEIVED
DCM WILMINGTON, NC
JUN 0 8 2015

Photo 11. Wake impact on shoreline at William Dry Wharf - September 2012
RECEIVED
JUN 9. 2 2015
Photo 12. Shoreline erosion behind marine mattresses south of William Dry Wharf - January 2014
RECEIVED
DCM WILMINGTON, NC
JUN 0 8 Z015

Photo 13. Shoreline erosion behind marine mattresses far south end - January 2014
Photo 14. Shoreline erosion at south end of mattresses - January 2013
RECEIVED
DCM WILMINGTON, NC
JUN 06 205

i
Photo 15. Rip rap revetment at toe of Battery "A" - January 2014
Photo 16. Rip rap revetment at toe of Battery "A" (looking north) - January 2014
RECEIVED
JUN 2 8 1015
bct' A-nr.HD? wy'
RECEIVED
DCM WILMINGTON, NO
JUN 0 8 2015

Photo 17. Base of Battery B
Photo 18. Roger Moore Wharf
RECEIVED
DCM WILMINGTON, NC
JUN 0 $ 205

Photo 19. Example "Reefmaker" systems "Living Shoreline" structure in Florida
Photo 20. Holly Ridge, NC Granite Rock "Living Shoreline" structure
RECEIVED
JUN 2 2 2015
RECEIVED
DCM WILMINGTON, NC
JUN 0 8 2015

RECEIVED
DCM WILMINGTON, NC
JUN 0S 2015

e SEPI
C EN G I N E E R I NGi
C O N S T R U C T 10
N
NCDCM/SEPI MEETING SUMMARY
BRUNSWICK TOWN SITE
Participants:
Debbie Wilson—NCDCM
Heather Styron — NCDCM
Randy Boyd — SEPI
Jason Hales — SEPI
Place of meeting: Wilmington NCDENR Office
Topics of Discussion:
Date/ Time: February 6, 2014 / 10:15 am
5030 New Centre Drive, Suite B
Wilmington, NC 28403
Tel [phone]
Fax [phone]
1. Background
Brunswick Town/Fort Anderson (BTFA) is a state-owned historic site on the west
bank of the Cape Fear River in Brunswick County administered by the North
Carolina Department of Cultural Resources (DCR) Division of State Historic
Sites and Properties. DCR is seeking protection from rapid shoreline erosion from
constant tidal forces and dynamic wave action at BTFA. Temporary stabilization
efforts using marine mattresses are having limited success (Photos 1 and 2) and
erosion is continuing unabated in unprotected areas (Photo 3).
2. "Reefmaker"
Artificial reef/wave attenuator systems (Photo 4) are proposed as an alternative to
Systems
use of piles of granite rock (Photo 5). Enhanced biological benefits of the
"Reefmaker" systems over granite rocks include: water flows through for
increased flushing, smaller benthic footprint to reach desired height, limestone
composition is more conducive to bivalve settlement and provide higher quality
fish habitat. Additionally, systems are easier to maintain, modify and/or remove.
3. Permitting
BTFA desires to stabilize the entire shoreline of the state-owned historic site. It
was agreed BTFA should submit a plan for a CAMA major permit that would
address the whole shoreline/project and conduct construction in phases as funding
becomes available. The major permit will be valid for 3 years and can be renewed
to complete construction. A scoping meeting will be set up by NCDCM when
BTFA has a plan for review. All participating agencies will review the proposed
plan at the scoping meeting and give comments on the design, potential
environmental concerns and documentation requirements.
4. 2014 Fiscal Year
The priority areas for the current funding are where erosion is threatening known
Priorities
historical artifacts. These include connecting the two rip rap revetments at the toe
of Battery A (Photo 6), stabilizing the toe of Battery B (Photo 7), and stabilizing
the shoreline in front of and adjacent to the William Dry (Photo 2) and Roger
Moore (Photo 8) Wharfs.
S. Goals for Future
SEPI staff will prepare a draft shoreline stabilization plan for the entire BTFA
coastline for presentation at a scoping meeting organized by NCDCM.
RECEIVED
JUN 22 1015
WW M-lwFlu ClVt
RECEIVED
Page: DCM WILMING ON, NC
1/5
JUN 0 8 2015

SEPI
C ENGINEE RING
C O N S T R U C T I O N
NCDCM/SEPI MEETING SUMMARY
BRUNSWICK TOWN SITE
Photo 1. Erosion behind mattresses
x�
AW
Photo 2. Erosion at William Dry Wharf
RECEIVED
DCM WILMINGTON, NO
Page:
2/5JUN 0-8 2019

SEPI
C ENGINEERINGL
C O N S r R u C,10
N
NCDCM/SEPI MEETING SUMMARY
BRUNSWICK TOWN SITE
Photo 3. Erosion at South end of mattresses
Photo 4. Example "Reefmaker" systems "Living Shoreline" structure in Florida
RECEIVED
JUN 9.2 2015
r5F wli W!14�11X
RECEIVED
PaXM WILMINGTON, NC
3/5 JUN 0 8 2015

V. SEPI
C ENGINEEPI
C O N S T R U C T I O N
NCDCM/SEPI MEETING SUMMARY
BRUNSWICK TOWN SITE
All
Photo 5. Holly Ridge, NC Granite Rock "Living Shoreline" structure
Photo 6. Cal) beMeen revetments at base of Battery A
RECEIVED
Page:DCM WILMINGTON, NC
4/5 JUN 08 2015,

SEPI
C EN GI NE E R I NGL
C ONSTR U C T I O N
NCDCM/SEPI MEETING SUMMARY
BRUNSWICK TOWN SITE
1
Photo 7. Base of Battery B
RECEIVED
JUN 912 2015
Mlxt'tl" wlw WWU".
DCM WILM NIGTON, NC
Page:
5/5JUN 0.8 2015,

C SEPI
C EN G I N E E R I NGS
C 0 N S T R u C T 1 0 N
BRUNSWICK TOWN SCOPING
MEETING SUMMARY
Participants:
Randy Boyd — SEPI
Jason Hales — SEPI
Debbie Wilson—NCDCM
Heather Coats — NCDCM
Jessi Baker — NCDCM
Shaun Simpson — NCDCM
Jonathan Howell — NCDCM (by phone)
Date/ Time: March 27, 2014 / 10:00 am
Cameron Weaver - NCDENR — DEACS
Ronnie Smith — USACE
Maria Dunn —NCWRC
Fritz Rohde — NMFS
Chris Southerly — DCR — OSA
Nathan Henry — DCR
Jim McKee — DCR
Place of meeting: Wilmington NCDENR Office
Tonics of Discussion:
5030 New Centre Drive, Suite B
Wilmington, NC 28403
Tel [phone]
Fax [phone]
RECEIVED
JUN 2 2 1015
1. Overview
This scoping meeting was held to discuss the shoreline stabilization plans for
Brunswick Town/Fort Anderson (BTFA). It was intended to allow incorporation
of participating review agency comments, concerns and suggestions into the
project design. This meeting was used to get advice on potential environmental
and cultural resource concerns prior to permit submittal. Below is a summary of
rots agreed to through discussion during the meeting.
2. Natural
The project area is not mapped as a primary nursery area. The project has the
Resources
potential to enhance and create essential fish habitat and shellfish habitat. High
turbidity and currents at the site provide poor submerged aquatic vegetation
habitat. Benthic organisms may benefit through brief disturbance and then re -
colonization at the site. Threatened and endangered species are not expected to be
affected by the project. No pile driving construction with associated noise will be
conducted between February and May during anadromous fish migrations. Signs
with the guidelines for avoiding impacts to the West Indian manatee will be
placed onboard the construction vessels. Staff will be instructed what to look for
and how to avoid and report sightings and incidents.
3. Cultural
The primary concern is protecting the known cultural resources that are being lost
Resources
through shoreline erosion. DCR staff expressed the desire to be present during
eotechnical work and structure installation to monitor for cultural resources.
4. Design
The "reef maker" wave attenuation structures are consider a preferred alternative
at this site because of the cultural resources (historic wharfs) proximity to the
shipping channel. A conventional rock sill would likely fail adjacent to the
wharfs through subsidence into the shipping channel. SEPI's proposed design is
to follow approximately the 4 to -5 foot contour for structure placement. This
elevation allows the wharfs to be encompassed and will provide wave attenuation
far enough offshore to protect the shoreline at high tides when vessel traffic is
most common and their wakes have the greatest potential to overtop the structure
and erode the shoreline. SEPI staff were asked to provide physical/hydrologic
rational for engineering design and structure placement. Breaks in the structure
will be a minimum of 5 feet every 100 feet to allow aquatic movement and
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1/2 JUN 0 6 Z015

SEPI
C ENGINEERING&
C O N 5 T R U C T 1 0 N
BRUNSWICK TOWN SCOPING
MEETING SUMMARY
address potential public trust issues. The structure will be designed at a height of
1 foot above mean high water (MHW). The base of the structure will be placed in
contact with the estuarine floor to minimize scouring. Navigational markers will
be placed every 50 foot and be at least 3 feet above MHW. Plantings may be
included for the areas around the wharfs in this fiscal effort.
S. USACE
The USACE maintains a perpetual channel and spoil disposal right of way
Easement
easement adjacent to the shipping channel in the project area. A consent
agreement for use of the water body within the easement may be required. These
are more commonly used for encroachments into the Atlantic Intracoastal
Waterway (AI W W) right of way or use of an USACE spoil disposal area. The
navigational channel set back is greater than 450 feet from the current BTFA
shoreline at its closest point.
6. Permitting
BTFA/SEPI intends to submit a plan for a CAMA major permit that will address
the entire shoreline of the state-owned historic site and conduct construction in
phases as funding becomes available. The major permit will be valid for 3 years
and will be renewed as required to complete construction.
7. 2014 Fiscal Year
The priority areas for the current funding are where erosion is threatening known
Priorities
historical features. These include connecting the two rip rap revetments at the toe
of Battery A, stabilizing the toe of Battery B, and stabilizing the shoreline around
the William Dry and Roger Moore Wharfs.
S. Goals for Future
SEPI staff will move forward with geotechnical analysis on site to determine
sediment suitability for friction pile structure support. SEPI will prepare a
shoreline stabilization design with approval of BTFA for CAMA major permit
application submittal to NCDCM. When design and permit application are near
completion SEPI will request through NCDENR a pre -submittal meeting with
reviewing agencies.
RECEIVED
Page:
DCM WILMINGTON, NC
2/2 JUN 0.8 2019

SIGN UP SHEET
SCOPING MEETING
Brunswick Town / Fort Anderson Shoreline Stabilization
Winnabow
Brunswick County
3/27/2014
Name
Agency
Phone
Email
Cameron Weaver
NCDENR-DEACS
910-796-7303
[e-mail]
Ronnie Smith
USACE
910-251-4829
Ronnie D [e-mail]
Jessi Baker
DCM
252-808-2808
[e-mail]
Maria Dunn
WRC
252-948-3916
[e-mail]
MI3t —
�10-796
nd .
_
ova
Debbie Wilson
DCM
910-796-7266
[e-mail]_v
Shaun Simpson
DCM
910-796-7226
[e-mail]
Fritz Rohde
NMF
252-838-0828
Fritz.Rohde@noaa.¢ov
Jason Hales
SEPI
910-633-6921
[e-mail]
Gt, 2v,
`�C �.
910-9S�'•4o4�
n��l�,,. 6rr,. cc(cv.
�50AAT ,J t W
d561- -0102 �
ad
` 1'INA C��K'r�
DU�
qlb' a� 1- ud3
�rw�. nnck ncGlc rr. o�
tjw C� atS
bc.
`�10-7�1(� 7rk2�1
hc,Cr• Goo 1S@ruivtr.
C-wt'.
ahct2-- 05
f .4�S. cloyL
c4e.so..>1LG QncArr
O
U
RECEIVED
SUN 2 2 20b
*By Conference Call
NCDBNR
W1LMINGTON R13GIONAL OFFICE
127 CARDINAL DRIVE
WRM[NGTON, NC 28405
910-796-7215, FAX [phone]
� 04%
RECEIVED
DCM WILMINGTON, NC
JUN 08 Z015

Dtlr
MAJOR PERMIT FEE SCHEDULE RECEIVED
Brunswick Town / $400 / BR County JUN 9.2 1015
DCM %
DWQ %
Development Type
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
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

DENR CAM A Daily Check Log for WORD
Date
Received
Deposi
ted Check From (Name)
Name of Pewl Holder
Vendor
Check
Number
Chock
amount
Permit NumberyComments
'
Refund'Rwiiocntod
5/28/2015
5/28/2015
5128115 Beverly M. Naylor _
6/1/15 Carolina Manne Dredging Inc
Larry Naylor
NC State Employees' Credit Uni
First Bank - _-
2073
$100.00
minor fee, SC 16-14, OnCo.
_
Ricky Hancock
1694
$200.00
GP 64652D
5/28/2015
6/1/15 Larry Rice Construction
_ _
Ricciardi
BB &T
2243
$100.00
minor fee, NTB 15-16, PnCo
5/29/2015
6/1115 Forest by the Sea HOA Inc
same
B of A
10676
$100.00
renwal efee, MP 160-02
5/29/2o15
_
6/1/15 Mark Armstrong
_
same
Wells Fargo Bank
1070
$100.00
renewal fee, MP 53-11
5/29/2015
6/1/15 Allied Marine Contractors, LLC
EPC Holdings 846 LLC
B of A
2005
$400.00
GP 65149D @$200 _
James McGhee
iGP 63278D 0$200
5/29/2015'
6/1/15 Thad N. and Ern M Cable
same
NC State Employees'Credit Unio
2937
$200.00 GP 63279D
$200.00 GP 64632D
$400.00 major fee, Hampstead, PnCo
$100.00 mod fee, MP 44-07
$100.00 renewal fee, MP 1D-12
$100.00 minor fee, #8 Osprey, NTB Ons.co
$100 00 renewal fee, MP 12-06
$200.00 returned to contractor per Jason Dail
$200.00 GP 64661D Q$600
$400.00 see above entry
$250.00 major mod fee, MP 84-13 returned per Jason
$200.00 tGP 64654D _
$200.00 transfer & renewall, MP 56-09 _
5/29/2015. 6/1115 Senter Home Builders
Nei land Heather Sentsr
Wells Fargo Bank
1471
6/1/2015 613/15 Waters Edge HOA Inc.
same
Park Sterling Bank
1536
_
6/1/2015 6/3/15 Norther Riverhont Manna and Hotel, LLLP
City Marna of Wilmington, LLC
PNC Bank
3857
6/1/2015 613/15 City of Wilmington same B of A 319810
6l1 /2015 6/5/15. High Tides II Inc _ Johnny and Susan Sitle_s B of: 1903
6/2/2015- 613115 Inlet Watch Yacht Club, Inc 'same BB &T 15636
6/2/2015 Allied Marne Contractors, LLC Kevin Finger BOA 2036
6/3/2015 6/3/15 Alton L. and Sherry D. Jenkins same _ B of A _ _ _ 1395
6/3/2015 6l3/15 Alton L. and Sherry D. Jenkins same B of A 1396
6/3/2015 Charles F. Riggs & Associates Inc Richard and Linda Baker First Citizens Bank 14048
6/4/2015 6/5/15 James W. and Donna M. Jones same _ _ PNC Bank _ _1911
6/4/2015 6/5/15 Pullen Place Townhouses Condominium same/Kerry Avant First Bank 1220
_
6/4/2015 6/5/15 Coastal Marne Piers Bulkheads LLC
- - -_
6/4/2015 6/5/15 Overbeck Manne Construction Inc.
William Creasy
Wells Fargo Bank
20242
$400.00
GP 84665D @$200 _ _ _
-
-
Gasser
IJohn Kane
- _ - -
GP 64666D @$200
GP 64660D
SunTrust
4468
$200.00
_
6/5/2015 _ West P. Hunter, Jr.
6/5/2015 TI Coastal Services, Inc
same
Wells Fargo Bank
7596
$200.00
GP for 1 Raeford, OIB
Wcoten Holding Co. Inc.lHampstead Marna
Coming Federal Credit Union
629
$100.00
renewal fee. MP 52-09
_
6/812015 ISEPI Engineering and Construction
I Brunswiciatil Ft Anderson
Wells Fargo Bank
20190
$400.00
major fee, Brunswicktown Ft Anderson
r
s
2
CA
i

RECEIVED
NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
June 18, 2015
[e-mail]
2 Pages
Star News
Legal Advertisement Section
Post Office Box 840
Wilmington, North Carolina 28402
JUN 2 2 2015
.r 403wn4 uµv.
Donald R. van der Vaart
Secretary
Re: Major Public Notice - NCDCR State Historic Site BR Town /Brunswick County
Team Kyle: Please publish the attached Notice in the Monday, June 22, 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 Division 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,
m
Shaun K.Sunpso
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] Internet: www.nocoastaimanagement.net
An Equal Oppommily \ Affirmative Action Employer

RECEIVED
JUN 2 2 20b
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, On June 8, 2015,
NCDCR State Historic Site — Brunswick Town proposed to construct an offshore sill, install riprap, and
relocate marine mattresses at 8884 St. Phillip Rd, SE, adjacent to the Cape Fear River, in Winnabow,
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 July 13, 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.

DOE EPA
APPLICATION for
Major Development Permit
(last revised 12/27106)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
Ncdcr State Historic Site Brunswick Town/Fort Anderson
Project Name (if applicable)
Brunswick Town Shoreline Stabilization
Applicant 1: First Name
Mark
MI
Last Name
Cooney
Applicant 2: First Name
MI
Last Name
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
8884 St Phillips Rd SE
PO Box
City
Winnabow
State
NC
ZIP
28479
Country
USA
Phone No.
910-371-6613 ext.
FAX No.
910-383-3806
Street Address (if different from above)
CIry
State
ZIP
Email
2. Agent/Contractor Information
Business Name
SEPI Engineering And Construction
Agentl Contractor 1: First Name
MI
Last Name
Jason
Hales
Agent/ Contractor 2: First Name
MI
Last Name
Randy
Boyd
Mailing Address
PO Box
City
State
5030 New Centre Drive, Siute B
Wilmington
INC
ZIP
Phone No. 1
Phone No. 2
28403
910-633-6921
ext.
919-573-9924 ext.
FAX No.
Contractor 8
910 523 5716
Street Address (d different from above)
City
State
ZIP
Email
<Form continues on back>
RECEIVED
VILMINGTON, NC
252-808-2608 .. 1.888-4RCOAST .. www.ncconstalmonagement.net JUN 082015

Form DCM MP-1 (Page 2 of 4)
APPLICATION for
Major Development Permit
3. Project, Location
County (can be multiple)
Street Address
Stale Rd. #
Brunswick
8884 St Phillips Rd SE
SR 1533
Subdivision Name
City
Slate
Zip
Brunswick Town/Fort Anderson
Winnabow
NC
28479 -
Phone No.
Lot No.(s) (if many, attach additional page with list)
910 - 371 - 6613 ext.
I ,
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
Lower Cape Fear
Cape Fear 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
Cape Fear 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.
Brunswick
4. Site Description
a. Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft.)
-4,925
5,620,426
c. Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high water) or
N/A
NW L (normal water level)
(If many lot sizes, please attach additional page with a list)
0-30 ft ®NHW or ❑NW L
e. Vegetation on tract
Smooth Cord Grass and Black Needle Rush in coastal wetlands along the Cape Fear River. Fetterbush, Bald Cypress,
Black Gum, Sweet Gum and Wax Myrtle in freshwater wetland drainages. Live Oak, Red Oak, Long Leaf Pine and Loblolly
Pine in uplands. Various grasses throughout site in maintained areas.
f. Man-made features and uses now on tract
The tract is a State Historic Site with a visitors center, grounds maintenance facility, historic structures and walking trails.
This project is primarily water based below NHW in Cape Fear River. Along the coast there is -500 linear feet of triton
marine mattresses around "William Dry Wharf' and -279 linear feet of rip rap revetment at the base of Battery A.
g. Identify and describe the existing land uses adiacent to the proposed project site.
Orton Plantation to the north and MOTSU to the south. Majority of surrounding area is in the blast zone of MOTSU and is
undeveloped.
h. How does local government zone the tract?
t. Is the proposed project consistent with the applicable zoning?
Brunswick County - CO-CP "Conservation and Protection"
(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? NCDCR State Historic Site
1. 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, NC
252-808-2808 :: 1-888-4RCOAST :: www.neconstaimanagement.net JUN OS 2015

Form DCM MP-1 (Page 3 of 4)
APPLICATION for
Major Development Permit
m. (i) Are there wetlands on the site?
®Yes ❑No RECEIVED
(it) Are there coastal wetlands on the site?
®Yes ❑No JUN 9 2 205
(III) If yes to either (i) or (ii) above, has a delineation been conducted?
❑Yes ®No CnC`O-WU� ♦ 401
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
On site septic system
o. Describe existing drinking water supply source.
On site wells
p. Describe existing stone water management or treatment systems.
No on site storm water systems
& Activities and Impacts
a.
Will the project be for commercial, public, or private use? []Commercial ®Public/Govemment
❑Private/Community
b.
Give a brief description of purpose, use, and daily operations of the project when complete.
Shoreline stabilization using "reefmaker" sill for living shoreline, marsh toe revetment with marine matressess and rip rap
reventment along base of uplands.
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.
Water based construction using barges, pile drivers and cranes.
d.
List all development activities you propose.
Phase I - Install —660 linear feet of Reefmaker devices. Install —100 linear feet of toe of slope rip rap revetment at base of
Battery A. Install —100 linear feet of toe of slope rip rap revetment at base of Battery B. Re -locate —100 linear feet of marine
mattresses at Dry wharf. Phase II - Install —1,965 linear feet of Reefmaker devices. Phase III install —2,600 linear feet of sill.
Phase III design may include reefmaker devices, riprep or best option following installation of Phases I and It. The Phase III
design requested in this permit is "Reefmaker' devices, but may be modified in the future if riprap or another design is used.
e.
Are the proposed activities maintenance of an existing project, new work, or both? both
f.
What is the approximate total disturbed land area resulting from the proposed project? Vegetation removal for rip rap
revetment at the base of Batterry A
—1,000 ®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.
NA
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.
RECEIVED
err,. t.,,, . ^TON, NC
252-808-2808 :: 1-888-4RCOAST :: www.nccoasta lma page ment. net
JUN 0'8 2015

Form DCM MP-1 (Page 4 of 4)
<Form continues on back>
APPLICATION for
Major Development Permit
=tothis
Additional
completed application form, (MP-1) the following items below, i/ applicable, must be submittedin orderiorthe application
plete. Items (a) — (0 are always applicable to any major development application. Please consult the application
t on how to properly prepare the required items below
a. A project narative.
D. An accurate, dated work plat (including plan view and cross -sectional drawings) drawn to scale. Please glue 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 MOTSU (Colonel J. Calisto) 596'^ Transportation Brigade Phone No. 910<57-8000
` Address 6280 Sunny Point Rd SE, Southport NC, 28461-7800
Name Orton Plantation Holdings, LLC (Peter Tally Phone No. 212-782-6295
Address I Floor. 1251 Avenue of the Americas, New York NY, 10020
Name Phone No.
Address
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
CAMA General Permit 57407D, NCDCR, 6/27/13 CAMA General Permit 59233D, NCDCR, 6/15/2012
CAMA General Permit 59234D, NCDCR, 6/15/2012
h. Signed consultant or agent authorization form, if applicable.
1. Weiland 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 compliancewith the N.C. Environmental Policy Act (N.C.G.S. 113A 1-10), If necessary. Hine project involves expenditure
of public funds or use of public lands, site& a statement documenting compliance with the North Carolina Environmental Policy Act.
1 unuereona mat 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 iha) the information provided in this application is truthful to the best of my knowledge.
Date rS/ 6�SatD/s Print Name J Ta do" ynl S
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 MP4 Structures Information
RECEIVED
252-808-2808 -- 1-888.4RCOAST .. www.nccoastaimanagement.net =WMEMINGTON, NC
JUN 0 0 20151

RECEIVED
Form DCM MP-2
EXCAVATION and FILL
(Except for bridges and culverts)
DUN ? 2 1015
�,. .
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
Describe below the purpose of proposed excavation and/or fill activities. All values should be given in feet.
Access
Other
Channel
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
(excluding
(NLW or
Breakwater
shoreline
NWL)
stabilization
Length
Width
Avg. Existing
NA
NA
De
Depth
Final Project
NA
NA
Depth
a. Amount of material to be excavated from below NHW or NWL in
cubic yards.
c. (i) Does the area to be excavated include coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB
OWL ❑None
(ii) Describe the purpose of the excavation in these areas:
®This section not applicable
b. Type of material to be excavated.
d. High -ground excavation in cubic yards.
2. DISPOSAL OF EXCAVATED MATERIAL ®This section not applicable
a. Location of disposal area. b. Dimensions of disposal area.
c. (i) Do you claim title to disposal area? d. (i) Will a disposal area be available for future maintenance?
❑Yes ❑No ❑NA ❑Yes ❑No ❑NA
(ii) If no, attach a letter granting permission from the owner. (ii) If yes, where?
e. (i) Does the disposal area include any coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB
OWL ❑None
(ii) Describe the purpose of disposal in these areas:
f. (i) foes the disposal include any area in the water?
❑Yes ❑No ❑NA
(ii) If yes, how much water area is affected?
RECEIVED
DCM WILMINGTON, NC
JUN 1 6 2015
252.808.2808 :: 1-888-4RCOAST :: www.nccoastalmanagement.net revised: 12126/06

Form DCM MP-2 (Excavation and Pill, Page 2 of 3)
3. SHORELINE STABILIZATION ❑This section not applicable
(if development is a wood groin, use MP-4 — Structures)
a. Type of shoreline stabilization
❑Bulkhead ®Riprap ❑Breakwater/Sill ®Other:
Reefmaker "Ecosystem Units" and marine matressess.
c. Average distance waterward of NHW or NWL: Phase 1:
Reefmaker --11 Riprap - -11 matressess - -15'. Phase 2:
Reefmaker - -110% Phase 3: Reefmaker - -250'.
b. Length. Phase 1-. Reefmaker - -640'. Riprap --200' matressess
- -80'. Phase 2: Reefmaker - -1965% Phase 3. Reefmaker -
-2,600'.
Width: Phase 1: Reefmakerl --5'. RioraD --10'. matressess -
-5'. Phase 2: Reefmaker--5'. Phase 3: Reefmaker--5'..
d. Maximum distance waterward of NHW or NWL: Phase 1:
Reefmaker - -181 Riprap - -10', matressess - -70'. Phase 2
Reefmaker - -250, Phase 3: Reeftnaker - -600.
e. Type of stabilization material: I.
Phase 1: Reefmaker "EcoSystem Units", Riprap - NCDOT Armor
stone granite (9" min to 36" max length), marine matressess.
Phase 2: Reefmaker "Ecosystem Units", Phase 3: Reefmaker
"EmSystem Units".
g. Number of square feet of fill to be placed below water level.
Bulkhead backfll _ Riprap Phase 1 - —1,000 soft
Breakwater/Sill Other Phase 1 - Reefmaker - -3,300
soft, marine matressess - -400'. Phase 2 - Reemaker - -9,825
soft. Phase 3 - Reefmaker--13,000 salt.
i. Source of fill material.
"Ecosystem Units" - Reefmaker, Rip rap - quarry, marine
matteresses - on -site.
(i) Has there been shoreline erosion during preceding 12
months?
®Yes ❑No ❑NA
(ii) If yes, state amount of erosion and source of erosion amount
information.
-15-40 feet. GIS based calculations from NC one map aerial
photos
h. Type of fill material.
Reefmaker "EcoSystem Units", Riprap - NCDOT Armor stone
granite (9" min to 36" max length), marine matressess.
4. OTHER FILL ACTIVITIES ®This section not applicable
(Excluding Shoreline Stabilization)
a. 6) Will fill material be brouoht to the site? ❑Yes ❑No ❑NA b. (i) Will fill material be Dlaced in coastal wetlands/marsh (CW).
If yes,
(it) Amount of material to be placed in the water
(iii) Dimensions of fill area
(iv) Purpose of fill
submerged aquatic vegetation (SAV), shell bottom (SB), or
other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB
❑WL ❑None
(ii) Describe the purpose of the fill in these areas:
& GENERAL .-:-. r _1-1
a. How will excavated or fill material be kept on site and erosion b. What type of construction equipment will be used (e.g., dragline,
controlled? backhoe, or hydraulic dredge)?
Turbidity curtain during riprap revetment installation at base of Water based construction using barges, pile drivers and cranes.
Batttery A.
c. (i) Will navigational aids be required as a result of the project? d. (i) Will wetlands be crossed in transporting equipment to project
®Yes []No ❑NA site? []Yes ®No ❑NA
(ii) If yes, explain what type and how they will be implemented. (ii) If yes, explain steps that will be taken to avoid or minimize
Extensions from the pilings for the Reefmaker "EcoSystem environmental impacts.
Units" every 50 feet with reflective materials at least 3' above
MHW.
RECEIVED
DCM WILITAl f ON, NC
4UN 1 9 nn,r
RCOAST: wn 252.808.2808::1-888-4ww.ceoastalmanaaement.net �r revised: 12/26/06

WCEVED
Form DCM MP-2 (Excavation and Fill, Page 3 of 3)
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Date--�--VnS4/rCl,1.G.dNiL- //�W-t�✓.f�t _.
Project Narne
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JUN 1 6 1015
JUN 2 2 7015
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DCM wILMINGTON, NC
NC JUN 16 2015
252-808-2808 :: 1-888-4RCOAST:: www.necoastalmanagement.ngt revised: 12/26/06

Permit Class
NEW
Permit Number
121-15
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
X Excavation and/or filling pursuant to NCGS 113-229
Issued to NC Dept. of Natural and Cultural Resources, 8884 St. Phillips Road,. Winnabow, NC 27479
Authorizing development in Brunswick County at Cape Fear River at 8884 St. Phillips Rd.,
Winnabow , as requested in the permittee's application dated 6/8/15, including attached
workplan drawings (34), 1-34 of 34 all dated 6/8/15..
This permit, issued on October 26, 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 of these terms may
to rtnes, imprisonment or eivu action; or may cause me permit to oe nutt ana voia.
Brunswick Town Historic Site Shoreline Stabilization Proiect
1) Unless specifically .altered herein, the offshore living sill, riprap placement and marine mattress
relocation shall be, constructed in the accordance with the designs and alignments depicted on the
attached workplan drawings.
2) The alignment of the authorized living sill, riprap placement and relocated marine mattress shall be
staked by a representative of the Division of Coastal Management within a maximum of 30 days prior
to the start of construction. Failure to initiate construction within 30 days, or erosion of the shoreline
by adverse weather conditions, shall require the alignment to be restaked by DCM within a maximum
of 30 days prior to the new expected start'of construction.
(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.
Al,' 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.Carolina Coastal
Management Program.
Signed by the. autnorip, of, the Secretary of DEQ and the
-Chairman of the Coastal Resources Commission.
Braxton C. DI-
Division of Coastal Management
This permit and its conditions are hereby accepted.
Signature ofPermittee

NC Dept. of Natural &e Cultural Resources Permit No. 121-15
Page 2 of 3
ADDITIONAL CONDITIONS,
2) . This permit does not authorize the backfilling of any of the authorized shoreline stabilization structures.
3) The temporary placement or double handling of fill materials Hzthin waters or vegetated wetlands is not
authorized.
4) The riprap material shall be free from —loose dirt or any pollutant. It shall be of a size sufficient to. prevent
its movement from the approved alignment by wave or current' action.
5) The riprap material shall consist of clean. rock or masonry materials such -as -but not limited to granite or
broken concrete.
6) . Each individual offshore sill section shall be marked with a minimum of three yellow reflectors (one at
each end of the section and one in the middle). The reflectors shall extend at least three feet above normal
high water level.
Sedimentation and Erosion Control
5) . In order to protect water quality, runoff from construction shall not visibly increase the amount of
suspended sediments in adjacent waters.
6) A ground cover sufficient to restrain erosion shall be provided within 30 calendar days of completion of
any phase of grading on cut or filled slopes. At a minimum, a silt fence shall be properly installed
immediately landward of the bulkhead cap immediately. following completion of backfulling activities.
General
7) In order to protect anadromous fisheries resources in the, project area, no in water work shall be permitted
between. July 1 and October 31 of any year without the prior approval of the Division of Coastal
Management, in consultation with appropriate resource agencies.
8) No vegetated wetlands shall be excavated or filled, even temporarily, without additional authorization
from the Division.
9) . The permittee understands and agrees that, if future operations by the United States requires the removal,
relocation, or other alteration of the structure or work authorized.by this permit, or if in -the opinion of the
Secretary of the. Army or his authorized representative, said structure or work shall cause unreasonable
obstruction to free navigation of the navigable waters, the permittee shall be required, upon due notice from
the Corps of Engineers, to remove relocate or alter the structural work or obstructions caused thereby,
without expense to the United States.
10) Approval of the structure was based on a determination that there would be no obstruction to navigation.
Under conditions existing within the AIWNk,.-a possibility exists that the authorized structures 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 ensure the structure will not be damaged by wave wash.

NC Dept. of Natural & Cultural Resources
Permit No.121-15
Page 3 of 3
ADDITIONAL CONDITIONS
11) 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.
12) This permit shall not be assigned, transferred, sold, or otherwise disposed of to a third party without the
written approval of the Division of Coastal Management.
13) The permittee and/or his or her contractor shall meet with a representative of the Division prior to
project initiation.
NOTE: This permit does not eliminate the need to obtain any additional state, federal or local permits,
approvals or authorizations that may be required.
NOTE: Future development of the permittee's property may require a modification of this permit.
Contact a representative of the Division at [phone] prior to the commencement of any
such activity for this determination. The permittee is further advised that many non -water
dependent activities are not authorized within 30 feet of the normal high water level.
NOTE: The N.C. Division of Water Resources has authorized the proposed project under DWR Project
No. 15-0672.
NOTE: The U.S. Army Corps of Engineers assigned the authorized project Action ID No. SAW-2012-
00739.
NOTE: An application processing fee of $400 was received by DCM for this project. This fee also
satisfied the Section 401 application processing fee requirements of the Division of Water
Resources.

RECEiVED
DIVISION OF COASTAL MANAGEMENT JUN 2 2 2015
FIELD INVESTIGATION REPORT "AM-tvinu Cuv
1. APPLICANT'S NAME: State of NC, Department of Cultural Resources
2. LOCATION OF PROJECT SITE: 8884 St. Phillips Rd SE, Winnabow, Brunswick County.
Photo Index - 2006: 13-6227 L-S, 11-24; 2000: 13-127 K-R, 10-24; 1998: 13-125 P-W, 10-24
State Plane Coordinates - X: 2320139 Y: 107159
Lat: 34° 2'23.06"N Long: 77°56'36.13"W
INVESTIGATION TYPE: CAMA/ Dredge & Fill ROVER FILE # - Not Available
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit — 10/2/14
Was Applicant Present — Yes
PROCESSING PROCEDURE: Application Received — Complete on 6/8/15
Office - Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan — Brunswick County
Land Classification From LUP — Conservation
(B) AEC(s) Involved: PTA, EW, ES
(C) Water Dependent: Yes
(D) Intended Use: Public
(E) Wastewater Treatment: Existing — Septic
Planned — N/A
(F) Type of Structures: Existing —Historic settlement and fort.
Planned — Shoreline stabilization
(G) Estimated Annual Rate of Erosion: N/A
Source- N/A
HABITAT DESCRIPTION: [AREA]
DREDGED FILLED QTHER
(A) Vegetated Wetlands
(B) Non -Vegetated Wetlands
Below
26,125 sq ft. (Reefmaker)
1,400 sq ft (riprap/mattresses)
(C) High Ground (Above MHW)
2,000 sq ft (riprap)
(D) Total Area Disturbed: 29,525 sq ft (0.68 acres)
(E) Primary Nursery Area: No
(F) Water Classification: SC Open: No
8. PROJECT SUMMARY: The applicant is proposing to construct an offshore living sill,
install riprap for shoreline stabilization and relocate 80 linear feet of marine mattresses.

RECEIVED
State of NC- DCR- Brunswick Town/Ft. Anderson JUN 22 2015
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 12.5 miles to Plantation Road SE.
Veer left on Plantation Road and follow it to St. Phillips Rd SE, a distance of
approximately 2.2 miles. Turn left onto St. Phillips Rd SE and follow it to the project site.
The address is 8884 St. Phillips Rd SE. The property is located between Plantation Rd SE
to the west and the Cape Fear River to the east, and is bordered by Orton Plantation to the
north and Sunny Point/MOTSU the south.
Brunswick Town/Fort Anderson is a state-owned pre -revolutionary port and settlement
and Civil War fort that was constructed along the western bank of the Cape Fear River.
The site is approximately 129 acres in area. Four wharves and two 5-gun batteries have
been discovered along the shoreline of the property. The vast majdrity of the nearly mile -
long length of shoreline is protected with a marsh fringe composed primarily of Salt
Marsh Cordgrass (Spartina alternii fora), with sparse stands of Black Needlerush (Juncos
roemerianus). However, the shoreline has eroded a considerable distance landward in
recent years, thereby threatening the historic wharves and batteries. In particular, the
applicant has identified a threat to the William Dry Wharf, located near Battery B, and to
the Roger Moore Wharf, located east of Battery A (see Sheet 1 of 34 for an overview of
the site). In 2012, two general permits were issued for the installation of 500 linear feet of
a marine mattress marsh revetment (GP #59233D) and for 279 linear feet of riprap (GP
#59234D). In 2013, GP#57407D authorized the installation of 68 linear feet of marine
mattress revetment landward of existing revetment in order to address a hot -spot that was
continuing to erode at the location of one of the historic wharves. These permitted
structures were intended as a short-term response and temporary fix until a longer -term
shoreline stabilizing solution could be designed and authorized under the CAMA major
permit process. Shoreline erosion has also been occurring landward of the marsh just east
of Battery B and north of the William Dry Wharf and is undermining an existing
elevated, wooden boardwalk located landward of the coastal wetlands.
The waters of the Cape Fear River are classified as SC by the NC Division of Water
Quality. They are not designated as Primary Nursery Area (PNA) by the NC Division of
Marine Fisheries, nor open to the harvesting of shellfish.
PROPOSED PROJECT:
The applicant is seeking to construct shoreline stabilization structures. As proposed, the
project would be constructed in three phases. Phase 1 would consist of 640 linear feet of
living shoreline structure in the form of an offshore sill composed of Reef raker
"Ecosystem Units". Each individual Reefmaker unit is constructed of multiple 4'9.5"
square concrete trays, with each tray embedded with stone to increase the surface area
and quality of settlement substrate. The individual trays are 12" in height (measured
without the embedded stone) and are stacked around a central piling with a minimum

RECEIVED ,
State of NC- DCR- Brunswick Town/Ft. Anderson 1UN 7, 2 2015
Page Three P<-M-WArw �:uy
embedded of 28'. The trays are custom constructed to account for water depth and design
specifications at the site. Each unit is then individually installed to also meet site
conditions and design specifications and can be modified as needed to improve the
structure's efficacy. The permeable multiple tray design allows for water exchange and
passage of small organisms in addition to significantly reducing the overall footprint of
the structure, as compared to a typical riprap sill structure of similar height. Geotextile
fabric and bedding stone may be placed under the structure to minimize scouring. As
proposed, the overall length of Phase 1 would measure 640 linear feet and would protect
both Roger Moore and William Dry Wharfs (see Sheet 1 of 34) with two separate
structures. The two sills would be constructed in multiple sections of varying length and
at varying angles to encompass the entire extent of the two historical wharves (see Sheets
3 and 4 of 34). The general structure location is proposed between the 4' and -5'
contour, relative to Mean Low Water (MLW). This equates to an average distance of
approximately 100' waterward of Mean High Water (MHW), and a maximum distance of
180' waterward of MHW. Individual units are joined together with composite "C"
Channel to increase stability of the sections. The sills would measure approximately 10'
in height, as measured from the bottom substrate. The structures would extend
approximately 1.5' above the MHW line and would be marked at 50' intervals with
reflective material at a height of at least 3' above MHW. No marsh planting or fill is
proposed landward of the proposed structure.
Two separate 100' lengths of riprap are also proposed as part of Phase 1. One section
would fill the gap between the two previously permitted sections of riprap along the
northern part of the shoreline adjacent to "Battery A" and the second 100' length would
protect the shoreline along the existing boardwalk from additional erosion. The riprap
would measure approximately 10' in base width and would measure approximately 5'-8'
in height. Please note the riprap on Sheet 8 of 34 appears much wider than 10' due to the
oblique angle of the cross-section and angle of the shoreline as it is depicted. The
consultant confirmed that the base width of material is proposed at 10' in width, as shown
on in the typical side view plan on Sheet 26 of 34, although the overall width of the
riprap will likely exceed 10' due to the slope of the shoreline, as is shown. Also, because
they are proposing to align the rock with the existing riprap, additional shoreline erosion
may in turn require additional material to achieve proper alignment.
Relocation of approximately 80 linear feet of marine mattresses is also proposed in Phase
1. The marine mattresses would be relocated waterward of their existing alignment to
attain a straighter shoreline parallel configuration. The existing mattresses to be relocated
were required to be installed in their current configuration due to the constraints of the
general permit (see Sheet 4 of 34 for project details). They would remain at their current
height of 3' and 6' base width (see Sheet 27 of 34).
Phase 2 would consist of the construction of approximately 1,965 linear feet of
Reefinaker living shoreline sill. It would join the two structures from Phase 1 (again still
maintaining individual sections with an overall average 100' section length) and would
also extend the sill both north and south (see Sheet 1 of 34). The sill structure would

RECEIVED
State of NC- DCR- Brunswick Town/Ft. Anderson 1UN 2 2 2015
Page Three iSHN,
again be constructed in multiple sections, each section measuring approximately 100' in
length, 5' in width and 10' in height. The overall Phase 2 structure is primarily proposed
between the -4' and -5' contour, relative to Mean Low Water (MLW), with one short
section extending out to the -6' contour due to a change in the orientation of the shoreline
in this location (see Sheet 3 of 34). The overall structure would be located an average
distance of approximately 110' waterward of Mean High Water (MHW), and a maximum
distance of 250' waterward of MHW. The structure would also extend approximately 1.5'
above the MHW line and would be marked at 50' intervals with reflective material at a
height of at least 3' above MHW. No marsh planting or fill is proposed landward of the
proposed structure.
Phase 3 proposes an additional 2,600 linear feet of Reefmaker structure too complete
stabilization of the shoreline. Phase 3 would be similar in nature to the sills constructed in
the first two phases, although the applicant acknowledges that depending on funding and
the efficacy of the first two phases of the project- the design may be changed in the
future, in which case they would coordinate agency approval via a modification request
of any permit issued. The overall structure would be located an average distance of
approximately 250' waterward of Mean High Water (MHW), and a maximum distance of
600' waterward of MHW.
All proposed work would be located outside of the federal channel setback but within the
federal channel right-of-way.
10. ANTICIPATED IMPACTS:
Construction of all three phases of the Reefmaker structures, as currently proposed,
would result in the filling of approximately 26,125 square feet (0.60 acres) of shallow
bottom (Estuarine Waters and Public Trust Area). An additional 1,400 square feet of
shallow bottom Public Trust Area and Estuarine Waters would also be filled in
association with the riprap and marine mattresses and an additional 2,000 square feet of
shoreline above MHW would be filled as a result of the proposed riprap. Shallow bottom
impacts of the sill are greatly reduced when compared to the fill required for a similar
riprap structure. No wetland impacts are proposed and the sill could serve to eventually
increase coastal wetland area due to settlement behind the sill. While this structure could
serve to convert open water shallow bottom habitat to coastal wetland habitat, no
significant impacts to navigation or natural resources are anticipated due to the vast width
of the Cape Fear River. There has been interest expressed by NC Coastal Reserve
(NCCR) and researchers at the University of NC at Wilmington in monitoring this project
and studying shoreline changes and wave energy, sediment dynamics, and the project's
impacts on marsh vegetation, primary productivity and shellfish populations. Temporary
increases in turbidity should be expected to result.
Submitted by: Heather Coats Date: 6/16/2015 Office: Wilmington

June 8, 2015
SEPI Project * TR12.033.00
To:
RECEVEp
JUN 22 2015
nrw+wnr b1+a.
Heather Coats Tyler Crumbley
NCDCM Wilmington U.S. Army Corps of Engineers
127 Cardinal Drive Ext. Wilmington Regulatory Field Office
Wilmington, NC 28405-3845 69 Darlington Avenue
Wilmin ton North Carolina 28403
From: Jason Hales
SEPI Engineering & Construction
5030 New Centre Drive, Suite B
Wilmington, NC 28403
Re: Brunswick Town / Fort Anderson Shoreline Stabilization
Western bank of Cape Fear River, Winnabow, Brunswick County, NC.
Project narrative:
Background/Existing Conditions/Previous Efforts
Brunswick Town/Fort Anderson (BTFA) is a state-owned historic site on the west bank
of the Cape Fear River in Brunswick County administered by the North Carolina
Department of Cultural Resources' (NCDCR) Division of State Historic Sites and
Properties (Figure 1). NCDCR is seeking protection from rapid shoreline erosion from
constant tidal forces and dynamic wave action at the BTFA historic site. Ongoing
shoreline erosion has exposed a buried colonial -era wharf that is rapidly being
destroyed, and is undermining Civil War -era earthwork batteries and three other
colonial era wharf sites. Research by archaeologist Stanley South identifies at least
four colonial wharves and two five -gun batteries along the BTFA coast (Figure 2). The
continued existence of these wharves and batteries is now under grave threat. In
2006, the United States Army Corps of Engineers (USACE) completed the task of
deepening and widening the river channel from Wilmington to the Atlantic Ocean. In
spring 2008, BTFA staff noticed an increase in erosion along the site's river shoreline.
The coastal erosion is accelerating and is quickly uncovering the colonial -era wharves
and batteries. Many other historical archaeological artifacts, like colonial shoe buckles
and Spanish clothing for example, are constantly being uncovered and lost. This
permit application presents a long-term remedy to arrest the shoreline erosion before
RECEIVED
DCM WILMINGTON, NC
JUN 0 8 2015

the irreversible loss of one of the few extant colonial -era wharf complexes on the U.S.
East Coast and some of the best preserved Civil War earthen fortifications in the
country.
Temporary stabilization efforts using Coastal Area Management Act (CAMA) general
permits were undertaken on July 30, 2012. The stabilization efforts were focused in
the most critical areas of erosion threatening the known features of historical
significance. The temporary efforts consisted of the installation of —279 linear feet
(one 179 foot section and one 100 foot section) of a rip rap revetment at the toe of
Battery "A" (Photo 1) and 500 linear feet of "Triton Marine Mattresses" as toe of marsh
revetments along the shoreline near William Dry Wharf (Photo 2). The rip rap
revetments and marine mattresses have helped abate some of the wave action along
the shoreline but are having limited success and erosion is continuing. Around William
Dry Wharf the marine mattresses followed the original scoured shoreline per the CAMA
general permit requirements. This created a section of the mattresses that are at a
right angle. The orientation of shoreline protection concentrated wave energy along
the William Dry Wharf timber area where a scour pool has formed, accelerating the
wharf timber exposure (Photo 3). Additional scour pool development and mattresses
subsidence near William Dry Wharf can be seen from August 2012 (Photo 3) through
March 2015 (Photo 4).
Photos 5, 6, 7 and 8 show a vessel wake impacting the shoreline and mattresses at
William Dry Wharf in September 2012 just after their instillation. Another wake impact
on the shoreline and mattresses at William Dry Wharf in October 2012 is shown in
photos 9, 10 and 11. Waves overtopping the mattresses are scouring material from
between the revetment and the marsh escarpment in many places (Photos 12 and 13)
and erosion is continuing unabated in areas without protection (Photo 14). The gap
between the rip rap revetments at the toe of Battery "A" is experiencing continued
erosion as well (Photo 15). Additionally, marsh grass removal In front of and shoreline
erosion around the northern edge of the revetment at the base of Battery "A" has
been occurring from August 2012 (Photo 1) to January 2014 (Photo 16). Erosion is
also beginning to occur at the base of Battery B (Photo 17).
Proposed
To protect the cultural and natural resources of the BTFA state historic site, NCDCR
would ultimately like to control the erosion along the full shoreline of their property,
approximately —4,925 feet. This CAMA major permit application proposes —4,840
linear feet of shoreline stabilization and —5,225 linear feet of structure. The project is
designed in three phases with the first phase focusing on the most critical erosional
areas around the most threatened cultural resources. The primary stabilization effort
for all three phases is an offshore sill that will function as a "living shoreline" (design
plans attached). The "living shoreline" will reduce shoreline erosion, protect cultural
RECEIVED
2 DCM WILMINGTON, NC
JUN 018 Z015

RECEIVED
JUN 2 2 10b
1`040-M9NN It4M
and natural resources, and provide ecosystem connectivity for oyster, crab, and finfish
habitat. The design proposes installing a series of innovative wave attenuation
structures, termed "Ecosystem Units", by Reefmaker, a company based in Florida
htto://www.reefmaker.com/. Each "Unit" is comprised of a stack of concrete molded
trays set with natural rock material such as granite (Photo 18). These systems are
designed to attenuate wave energy while still allowing for the exchange of water and
the passage of organisms through and around the structure's Individual components.
They are designed for use in high energy wave environments and to survive the
passage of large storms such as hurricanes. They will allow for placement of the sill
around the historic wharfs without subsidence into the adjacent shipping channel. The
"Reefmaker" systems will be easier to maintain and, modify or remove than a
traditional rock sill and they have a much smaller benthic footprint to reach the
desired height. No fill or marsh plantings are initially planned, but may be required in
the future based on the shoreline response. Sediment accretion and marsh
colonization is expected behind the sill structures through wave energy reduction.
Each phase with more specific stabilization efforts are outlined below and shown on
the attached design plans.
Phase I includes installation of —490' of living shoreline structure (Reefmaker) in front
of the William Dry Wharf and —150' in front of the Roger Moore Wharf, relocation of
—80' of the marine mattresses at William Dry wharf to remove the right angle and
installation of -100' of rip rap revetment at the base of Battery A to fill the gap in the
revetments installed using the CAMA general permit (Photos 15 and 19). Phase I also
includes the Installation of —100' of rip rap revetment at the base of Battery "B".
Phases II consist of extending the Phase I living shoreline structure (Reefmaker) to
the north and south along the shoreline. Phase II includes-1,965' of structure.
Phase III is planned as—2,600' of living shoreline structure. The Phase III design may
include "Reefmaker" devices, riprap or best option following Installation of Phases I
and II. Phase III design is not finalized. BTFA would like to include Phase III in this
permit as "Reefmaker" devices, but may request a modification in the future if riprap
or another design is used.
DCM WECEIVED
ILMINGTON, NC
JUN 0 8 2015
J

T\IU ♦ rT er I.I./ ♦ n—
Structures
ttom Open Water Fill below MHW (sq ft)
Phase 1 (3,300), Phase 2 (9,825),
Phase 3 13,000 , Total 26125
vetment (Batter A
Re
ttom Water Fill below MHW s ft
Phase 1
1,000W
s ft
Phase1
1,000vetment
(Battery B
Above MHW (sq ft
Phase 1
1,000
Marine Mattresses
Shallow Bottom Open Water Fill below MHW ft
Phase 1
400
The design follows approximately the -4 foot contour for structure placement allowing
the wharfs to be encompassed (design plans attached). The height of the structure is
designed at 2 foot above mean high water (MHW). The placement depth and structural
elevation will provide wave attenuation far enough offshore and tall enough to protect
the shoreline at high tides when vessel traffic is most common and their wakes have
the greatest potential to overtop the structure and erode the shoreline. The proposed
structural height above MHW is also to provide continued protection as sea level rises
and if the Cape Fear River channel is deepened and widened again in the future to
accommodate the Super Post-Panamax Megaships. Breaks in the structure are
designed as structural end point offsets and are at least 5 feet wide for every
approximately 100 feet in length to allow for aquatic movement and public trust
access. There are very small breaks designed in the structures that protect the water
ward ends around the wharf structures. The small structural breaks at these sections
are designed to prevent erosion and promote sedimentation on the colonial wharfs.
The ecosystem unit design allows for water movement through the entire structure.
The base of the structure will be placed in contact with the estuarine Floor to minimize
scour. The USACE maintains a perpetual channel and spoil disposal right of way
easement adjacent to the shipping channel in the project area. The navigational
channel set back is 365' from the closest point of the proposed structure. Navigational
markers will be placed every 50 foot and be at least 3 feet above MHW. The average
distance from the outer edge of the marsh to the proposed Reefmaker structures is
-65-70'. All work Is planned to be conducted from the water and no fill is proposed.
A scoping meeting was held to discuss NCDCR's plans for BTFA at the Wilmington
North Carolina Department of Environment and Natural Resources (NCDENR) office on
March 27th, 2014 (meeting request and summary documents attached). The scoping
meeting allowed incorporation of participating review agency comments, concerns and
suggestions into the project design. There were attendees from North Carolina Division
of Coastal Management (NCDCM), NCDENR, North Carolina Wildlife Resource
Commission, National Marine Fisheries Service and NCDCR. Some notes resulting from
the meeting are that the project area is not mapped as a primary nursery areak�IVED
4 DCM WILMINGTON, NC
JUN 0�8 2015,

RECEIVED
JUN 2 2 1015
KrM'wnN tiffµ
project has the potential to enhance and create essential fish habitat and shellfish
habitat. High turbidity and currents at the site provide poor submerged aquatic
vegetation habitat. Benthic organisms may benefit through brief disturbance and then
re -colonization at the site. Threatened and endangered species are not expected to be
affected by the project. Pile driving construction with associated noise may be limited
during anadromous fish migrations. Signs with the guidelines for avoiding impacts to
the West Indian manatee will be placed onboard the construction vessels and staff will
be instructed what to look for and how to avoid and report sightings and incidents. A
consent agreement for use of the water body within the USACE easement probably will
not be required, since they are more commonly used for encroachments into the
Atlantic Intracoastal Waterway right of way or for use of a spoil disposal area.
NCDCR has been and continues to explore partnering opportunities that will provide
awareness of the state historic site, its shoreline erosion and resource loss, as well as
provide mechanisms to help with funding for the future phases. During the scoping
process it was recognized that NCDCM could benefit from this site as a potential model
for "living shorelines" in high energy environments. The project provides an excellent
opportunity for NCDCM to add to their existing research data on "living shorelines",
their recommended erosion control option when viable. NCDCM has provided staff
assistance to facilitate research collaboration at this site through the North Carolina
Coastal Reserve (NCCR) of the National Estuarine Research Reserve (NERR). The
University of North Carolina at Wilmington (UNCW) is also interested in researching
the environmental effects of this project and has suggested using a similarly designed
structure for oyster restoration projects in the Lower Cape Fear River. UNCW in
collaboration with NCCR, NCDCR and SEPI Engineering have applied for assistance to
monitor the site through the Environmental Enhancement Grant (EEG) Program
administered by the North Carolina Department of Justice. The EEG grant program
promotes projects that preserve, enhance and protect North Carolina's environment
and natural resources. Funding has been requested for in depth study of changes in
the shoreline, wave energies, sediment dynamics, vegetation, primary productivity
and oyster and blue crab populations. Also requested through the EEG grant program
is funding for educational outreach at the site that will show the value of ecosystem
enhancement and cultural resource protection. The results of the monitoring will be
utilized to plan and support future phases of shoreline protection at Brunswick
Town/Fort Anderson and to promote the use of innovative living shoreline projects in
other high energy environments.
The proposed shoreline stabilization will serve as a model for the preservation of
important historic resources and conservation of natural resources. It will be an
important public education opportunity that NCDCR Intends to use to the greatest
extent possible. Without regard to the potential funding and other educational efforts
outlined above, NCDCR is committed to installing interpretive/educational signage
along the pathway to explain the importance of the historic resources being protected
RECEIVED
DCM WILMINGTON, NC
JUN 0 8 2015

by the erosion control structures, how they work, their natural habitat enhancement
as well as their potential to not simply stabilize the shoreline, but to help restore It.
During and after construction, the story of why the erosion control was necessary and
how it benefits both the historic and natural resources of BTFA will be a feature of
guided tour/talks.
We appreciate the opportunity to work with you. Please contact us if you have any
questions regarding the information we have provided.
Sincerely,
SEPI Engineering & Construction �Ztr
)-O-�
]ason Hales
Environmental Project Manager
SEPI Engineering and Construction
5030 New Centre Drive, Suite B
Wilmington, NC 28403
910-633-6921
DCM WCEIVED
ILMINGTpN NO
JUN 08 2015,

z
c�

Eafii est
ca. 1726 -1748 Later colonial wharves
colonial wharves r
I s �F �� ` i• t, t\� � as 1 7 I \7 I
� it —..'i' \ .� �) I 1 1 •: RC- ., l.t.l.�.: ' •y Ill .I .t
11 1 �1
1 .,.. Piny .r e.'1,—...1 rm'1
BRUNNWICK
- 1 w M...wi I m ly
' 11 NoI CAnOLINA
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I.
I 1
1 , I 1 lal l
e.
0
`144commercial section Secondcammercial section
c gg��,
Fig*2.r&W"icumentary photo showing wharves at Brunswick Town from Sauthier 1769.
Kn
o m
8
ZG
Z
0

RECEIVED
JUN ?. 2 2015
6"" Iy'IWny e.:u.r
Photo 1. Rip rap revetment at toe of Battery "A" (view north) August 2012.
Photo 2. Marine Mattresses (view south from William Dry Wharf) August 2012.
RECEIVED
DCM WILMINGTON, NC
JUN 0.8 2015

Photo 3. Marine mattresses at William Dry Wharf — August 2012.
rnoto 4. Marine mattresses at William Dry Wharf — March 2015,
RECEIVED
DCM WILMINGTON, NC
JUN 0:8 2015

RECEIVED
JUN 2 2 1015
"04-oonw h';ux
Photo 5. Wessel approaching BTFA Shoreline from south - September 2012.
Photo 6. Wake impacting BTFA shoreline and mattresses south, of William Dry
Wharf, and water draw down at William Dry Wharf - September 2012.
11
RECEIVED
DCM WILMINGTON. NC
JUN 0 8 2015

Photo 7. Wake surge impacting mattresses and shoreline at William Dry NA list l
September 2012.
September 2012.
12
iarf
RECEIVED
DCM WILMINGTON, NC
JUN 0 8 2015

Photo 9. Pre -wake impact on shoreline at William Dry Wharf - September 2012.
Photo 10. Wake impact on shoreline at William Dry Wharf - September 2012.
13
RECE VED
JUN 9, 2 P0b
FtV, 1w I"l:lly
DCM WILM NIGTON, NC
JUN 0 S 2015

Photo 11. Wake impact on shoreline at William Dry Wharf - September 2012.
Photo 12. Shoreline erosion behind marine mattresses south of William Dry
Wharf — Januars2014.
14
RECVED
DCM LMIN
WG ON, NC
JUN 0 8 2015,

Photo 13. Shoreline erosion behind marine mattresses far south end — January
2014.
Photo 14. Shoreline erosion at south end of mattresses — January 2013.
15
RECEIVED
JUN 9. 2 7015
nr��+ "11w rc:u+l,
RECEIVED
DCM WILMINGTON, NC
JUN 0 8 2015

pip
Photo 15. Rip rap revetment gap at toe of Battery "A" — January 2014.
Photo 16. Rip rap revetment at toe of Battery "A" (looking north) — January 2014.
16
RECEIVED
DCM WILMINGTON, NC
JUN 0 8 2015

Photo 19. Gap in revetments at base of Battery "A" - January 2015.
18
DCM RECEIVED
ON, NC
JUN 0.8 2015

PROPOSED SHORELINE PROTECTION MEASURES
FOR
BRUNSWICK TOWN/FORT ANDERSON
BRUNSWICK COUNTY • NORTH CAROLINA
01
NORTH CAROLINA
BRUNSWICK COUNTY
STATE/COUNTY MAP
j I _
(\I
a Orton
Orton a Plantation
133 r; p Gardens
Ozd
Brunswick
x Ruins
R� �g w
�,. Lit /16T2�i'7LGLIVV/
i S741EI07L7P. -VIE
-I
OEPT, OF CULTURAL RES
I
% L
Oa54N TERMINr4L --Tj w E
SUNNY POINT
US DEPT OF DER S
VICINITY MAP
° L CAPE FEAR RIVER 7 z /
O y
PHASE 3
PHASE 2
PHASE 1
PHASE 2
PHASE 1
PHASE 2
PHASE 1
BRUNSWICK TOWN/ w PHASE 2
FORT ANDERSON >
z
a
d
PHASE 3
a
w N
Q
OCEAN TERMINAL a w E
SUNNY POINT
S
GENERAL SITE MAP
Sheet List Table
Sheet Number Sheet Title
1 General Site Plan
2
CAMA plan 1
3
CAMA plan 2
4
CAMA plan 3
5
CAMA plan 4
6
Section 1+00
7
Section 2+00
8
Section 2+50
9
Section 3+00
10
Section 4+00
11
Section 4+82
12
Section 5+00
13
Section 5+11
14
Section 6+00
15
Section 7+00
16
Section 8+00
17
Section 9+00
18
Section 10+00
19
Section 10+85
20
Section 11+00
21
Section 11+15
22
Section 11+35
23
Section 12+00
24
Section 13+00
25
Section 14+00
26
Shoreline Stablization
27
Marsh Stablization with Mattresses
28
Wave Attenuator
29
Wave Attenuator Unit
30
Base Block
31
Base Block Unit
32
Base Block Securement
REQc9MP?etai1
33
DCM W%MkNCjT+Qtbettq
34
A 9 201&CEIVE0
JUN
JUL 01 zoo
Le 1025 WADE A\{,.54.g
C HONE: H, NC 605
PHONE: [phone]
ENGINEERING & FAX: [phone]
C O N S T R U C T I O N
www.sepiengineering.com • [e-mail] • COMPANY LICENSE # 2197
TRANSPORTATION • TRAFFIC • SURVEYING • ENVIRONMENTAL • SITE CIVIL • INSPECTIONS

LiJ
DIO
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nl
V
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, rrut,rnUrviurtnrrnw ur,¢
PROPOSED SHORELINE PROTECTION MEASURES FOR
SURVEYED BY
SHEET
o R BOYD
8 JUNE 2015
NORTH CAROLINA DEPARTMENT OF CULTURAL RESOURCES (NCDCR)
SEPI ENGINEERING & CONSTRUCTION 1UL 07
0,
L CHECKED BY:
SCALE:
AT
c R BOYD
AS NOTED
BRUNSWICK TOWN/FORT ANDERSON
t o 2 5 W A D E A V E N U E �Re-wm
RALEIGH, NC 27605
Gal
OF
DRAWN BY:
JOB NUMBER:
j
PHONE: [phone] . FAX: [phone]
34
C WARNER
SR14.021.00
PHASES 1, 2 8 3
W . COMPANY LICENSE # 2197 . [e-mail]
L
.sepiengineering.com

LEGEND
�--------� _ / ��� �- �— ^�_� _ �_----' PROPOSED REEF UNIT
< (f/%•-J�XJJ .J ^ — — �` -- — _ 0_�-lO' PROPOSED REEF UNIT
\J_ y� ��( ,r `"J -- �`-✓ o� r�J \ �1 i—`-..�, r� W/NAV MARKER
MEAN HIGH WATER: 4.31 FT
MEAN SEA LEVEL: 2.29 FT
L — ` � � _ 1 MEAN LOW WATER: 0.16 FT
AREA OF SHORELINE
l � J
— 1 ` '� �. �/ < isZ — — — — ti _ -�—✓ ~ r" l S ' EROSION
— J _` r i ✓ �• i J~ TIDAL DATUMS TAKEN FROM NOAA
TIDAL BENCHMARK "SUNNY POINT,
MOTSU NORTH WARF', ID # 8658579:
NGS "865 8579 TIDAL V, PID EA1281.
v-
( �i
PROPOSED REEF PHASE 2 Cy
PROPOSED REEF PHASE 3 \ l/
\ ZF
USACE NAVIGATION EASEMENT 2006
i U _ / / l / i\ 0� - _\� 'r�10111
SHORELINE (2006)
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STATE OF NORTH CAROLINA
O D-B. 113, PG. �87 / /
PIN # 'N 100097,433$
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11 TO
SCALE: 1"=100\
VAGER: 'ATPLICATION/DRAWING DATE PROPOSED SHORELINE PROTECTION MEASURES FOR SURVEYED BY SHEET
YD 8JUNE 2015 NORTH CAROLINA DEPARTMENT OF CULTURAL RESOURCES (NCDCR)
SCALE: SEI'I ENGINEERING &CONSTRUCTION
RBOYD
AS NOTED
AT
1025 WADE AVENUE
BRUNSWICK TOWN/FORT ANDERSON
RALEIGH, NC 27605
OF
VNBY:
JOB NUMBER:
PHONE: [phone] . FAX: [phone]
34
C WARNER
SR14.021.00
PHASES 1, 2 &3
www.sepiengineedng.com . COMPANY LICENSE # 2197 . [e-mail]

-25
\ \ \ \ \ 1 \
0l
/ PROPOSED REEF PHASE 2 C J r . PROPOSED REEF PHASE 2
ti
USA/CE CHANNEL SETBACK10
N/
CA
—'-�'.....
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EXISTING 179'
TOE PROTECTION
SHORELINE(2006)
USACE NAVIGATION EASEMENT 2006
SHORELINE (2014)
20�
\� PROPOSED REEF PHASE 1
i
I
O �
` EXISTING 100'
TOE PROTECTION
PHASEI- PROPOSED
100' BATTERY ARMOR
PROTECTION
BRUNSWICK TOWN IT
FT. ANDERSON
B
oFRr..
n
STATE OF NORTH CAROLINA
D.B. 113, PG. 287
PIN # 311000974338
_— — PROPOSED REEF PHASE 1
i\ 2p=
/0 \ �— — PROPOSED REEF PHASE 2 \
V A �
EXISTING BOARDWALK
BEING UNDERMINED
PROPOSED APPROXIMATELY 100'
OF TOE PROTECTION
L
LEGEND
o PROPOSED REEF UNIT
PROPOSED REEF UNIT
W/ NAV MARKER
MEAN HIGH WATER: 4.31 FT
Z MEAN SEA LEVEL: 229 FT
v MEAN LOW WATER: 0.16 FT
AREA OF SHORELINE
EROSION
TIDAL DATUMS TAKEN FROM NOAA
TIDAL BENCHMARK "SUNNY POINT,
MOTSU NORTH WARF', ID # 8658579;
NGS "865 8579 TIDAL 1", RID EA1281.
JRECEIVED 0 100 200
JUL 07 1015
50 150
9p,A*4AHQ G4k SCALE: 1 "=100'
p PROJECT MANAGER:
`o R BOYD
APPLICAIIVN/DRAWING UAI1
8 JUNE 2015
PROPOSED SHORELINE PROTECTION MEASURES FOR
NORTH CAROLINA DEPARTMENT OF CULTURAL RESOURCES NCDCR
( )
SURVEYED BY
SEPI ENGINEERING & CONSTRUCTION
SHEET
3
CHECKED BY:
SCALE:
RBOYD
AS NOTED
AT
1025 WADE AVENUE
¢
BRUNSWICK TOWN/FORT ANDERSON
RALEIGH, NC 27605
of
BY:
JOB NUMBER:
DRAWN
PHONE: [phone] FAX: [phone]
34
� C WARNER
SR I4.021.00
PHASES 1, 2 &3
w .sepiengineenng.com . COMPANY LICENSE # 2197 . [e-mail]
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PARALLEL TO SHORELINE —
PROPOSED REEF PHASE 2 , — — — _ PROPOSED REEF PHASE 3 m
L NAV MARKER TYP. — ` ` _ _— — — — —-
- USACE NAVIGATION EASEMENT 2006
_ SHORELINE (2006) — — -
'Noun oft"
PROPOSE TO MOVE EXISTING —
' MATTRESSES AND PLACE
PARALLEL TO SHORELINE
N
o
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> REF. MARK
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S
O
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U
—
(LOCALIZED)
1
T
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3.375'
'
' '
L COl
L
NGS MONUMENT
NGS MONUMENT
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>
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"RUINS" >REF. MARK
RESET'
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N: 107,147.39'
STATE OF NORTH CAROLINA
R
F�C7HF
z
E:2320,095.271'
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D.B. 113, PG. 287
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PIN # 311000974338
LEGEND
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N: 107,199.25'
v- y
q
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o PROPOSED REEF UNIT
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(LOCALIZED)
PROPOSED REEF UNIT
(LOCALIZED)
<
Elev: 2.865'
W/ NAV MARKER
Elev: 4.345'
,. �'-
MEAN HIGH WATER431 FT
:.
RECEIVED
S
MEAN SEA LEVEL: 2.29 FT
MEAN LOW WATER: 0.16 FT
JUL 07 2015
b
®AREA
OF SHORELINE
OCO AAHO
0
EROSION
0 100 200
TIDAL DATUMS TAKEN FROM NOAA
d
/
TIDAL BENCHMARK "SUNNY POINT,
a
MOTSU NORTH WARF", ID # 8658579;
50 150
NGS "865 8579 TIDAL 1 ", PID EA1281.
SCALE: 1 „=100'
PROJECT MANAGER:
`o
APPLICATIONIDRAWING DATEPROPOSED
SHORELINE PROTECTION MEASURES FOR
SURVEYED BY
SHEET
R BOYD
8 JUNE 2015
NORTH CAROLINA DEPARTMENT OF CULTURAL RESOURCES NCDCR
( )
SEPI ENGINEERING & CONSTRUCTION
CHECKED BY:
SCALE:
°T
4
RBOYD
AS NOTED
1025 WADE AVENUE
BRUNSWICK TOWN/FORT ANDERSON
RALEIGH, NC 27605
OF
DRAWN BY:
JOB NUMBER:
PHONE: [phone] . FAX: [phone]
34
C WARNER
SR 14.021.00
PHASES 1, 2 8,3
v .sepienginee6ng.com . COMPANY LICENSE # 2197 . [e-mail]

3
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f , '
MEAN SEA LEVEL: 2.29 FT
U
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MEAN LOW WATER: 0.16 FT
TREE UNE
AREA OF SHORELINE
STATE OF NORTH CAROLINA
®
EROSION
D.B. 113, PG. 287
TIDAL DATUMS TAKEN FROM NOAA
PIN # 31 1000974338
TIDAL BENCHMARK "SUNNY POINT,
MOTSU NORTH WARP', ID # 8658579;
In
NGS "865 8579 TIDAL 1", RID EA 1281.
N I 1 RECEIVED 0 100 200
JUL01
07 2015
l)(1-pB-44N111t ux 50 150
SCALE: 1 "=100'
-°oPROJECT MANAGER:
APPLICATION/DRAWING DATEPROPOSED
SHORELINE PROTECTION MEASURES FOR
SURVEYED BY
SHEET
o R BOYD
8 JUNE 2015
NORTH CAROLINA DEPARTMENT OF CULTURAL RESOURCES (NCDCR)
IS SEPI ENGINEERING & CONSTRUCTION
S
- CHECKED BY:
SCALE:
RBOYD
AS NOTEDcl
AT
toes WADE AVENUE
BRUNSWICKTOWN/FORTANDERSON
RALEIGH, NC 27605
OF
NUMBER:
DRAWN BY:
JOB
PHONE: [phone] . FAX: [phone]
34
O C WARNER
SRl 4.021.00
OF PHASES 1, 2 &3
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NOTES:
1. TIDAL DATUMS TAKEN FROM
NOAA TIDAL BENCHMARK
"SUNNY POINT, MOTSU NORTH
WARP, ID # 8658579; NGS "865
8579 TIDAL 1", PID EA1281.
RECEIVED
JUL 0 7 1015
L4.;A#AAHi) C*V
-"p PROJECT MANAGER:
APPLICATION/DRAWING DATE
PROPOSED SHORELINE PROTECTION MEASURES FOR
SURVEYED BY
SHEET
o R BOYD
8 JUNE 2015
NORTH CAROLINA DEPARTMENT OF CULTURAL RESOURCES (NCDCR)
SEPI ENGINEERING & CONSTRUCTION
CHECKED BY:
SCALE:
6
RBOYD
AS NOTED
AT
1025 WADE AVENUE
OF
1
BRUNSWICKTOWN�FO TOWN/FORT ANDERSON
RALEIGH, NC 27605
DRAWN BY:
JOB NUMBER:
PHONE: [phone] • FAX: [phone]
34
C WARNER
SR14.021.00
PHASES 1, 2 &3
W .sepiengineering.com • COMPANY LICENSE # 2197 • [e-mail]
d

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12
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30
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MAXIMUM
PILE DEPTH ELEV. =±-32
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34
-
-34
-36
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38
40
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NOTES:
1. TIDAL DATUMS TAKEN FROM
NOAA TIDAL BENCHMARK
"SUNNY POINT, MOTSU NORTH
IELINE WARP', ID # 8658579; NGS "865
8579 TIDAL 1", PID EAI281.
RECEIVED
JUL 07 2015
k,'C"-44HIdt.iW
u
c
rKujtc i MAI AUCK:
ArmlR AIIUNJUKAPI NU UAIC
PROPOSED SHORELINE PROTECTION MEASURES FOR
SURVEYED BY
SHEET
R BOYD
8 JUNE 2015
NORTH CAROLINA DEPARTMENT OF CULTURAL RESOURCES (NCDCR)
SEPI ENGINEERING & CONSTRUCTION
IS1025
CHECKED BY:
SCALE:
7
RBOYD
AS NOTED
AT
WADE AVENUE
BRUNSWICK TOWN/FORT ANDERSON
RALEIGH, NC 27605
OF
DRAWN BY:
JOB NUMBER:
PHONE: [phone] . FAX: [phone]
34
D
C WARNER
SR14.021.00
PHASES 1, 2 &3
www.sepiengineenng.com . COMPANY LICENSE # 2197 . [e-mail]
L

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V
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uu
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PROPOSED BATTERY "A' SHORELINE
2+5� STABILIZATION
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8579 TIDAL 1", PID EA1281.
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PROJECT MANAGER:
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8 JUNE 2015
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AT
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SR14.021.00
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"SUNNY POINT, MOTSU NORTH
WARF', ID # 8658579; NGS "865
8579 TIDAL 1", PID EA1281.
RECEIVED
JUL 07 1015
PROJECT MANAGER:
R BOYD
APPLICATION/DRAWING DATE
8 JUNE 2015
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PHONE: [phone] • FAX: [phone]
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SR14.021.00
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PHONE: [phone] . FAX: [phone]
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C WARNER
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PHASES 1, 2 &3
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NOAA TIDAL BENCHMARK
"SUNNY POINT, MOTSU NORTH
WARF', ID # 8658579; NGS "865
8579 TIDAL 1", PID EA1281.
RECEIVED
JUL 07 2016
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PROJECT MANAGER:
APPLICATION/DRAWING DATE
PROPOSED SHORELINE PROTECTION MEASURES FOR
SURVEYED BY
SHEET
R BOYD
8 JUNE 2015
NORTH CAROLINA DEPARTMENT OF CULTURAL RESOURCES (NCDCR)
SEPI ENGINEERING & CONSTRUCTION
CHECKED BY:
SCALE:
72
1
RBOYD
AS NOTED
AT
1025 WADE AVENUE
OF
BRUNSWICK TOWN/FORT ANDERSON
RALEIGH, NC 27605
DRAWN BY:
JOB NUMBER:
PHONE: [phone] • FAX: [phone]
34
C WARNER
SR 14.021.00
PHASES 1 , 2 &3
w .sepiengineering.com . COMPANY LICENSE # 2197 . [e-mail]

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NOAA TIDAL BENCHMARK
"SUNNY POINT, MOTSU NORTH
WARP', ID # 8658579; NGS "865
8579 TIDAL 1", PID EA1281.
RECEIVED
JUL 07 1015
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JOB
PHONE: [phone] . FAX: [phone]
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WWW.sepiengineedng.com . COMPANY LICENSE # 2197 . [e-mail]

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PROJECT MANAGER:
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APPLICATION/DRAWING DATE
8 JUNE 2015
PROPOSED SHORELINE PROTECTION MEASURES FOR
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( )
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SEPI ENGINEERING & CONSTRUCTION
SHEET
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1025 WADE AVENUE
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BRUNSWICKTOWN/FORTANDERSON
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PHONE: [phone] . FAX: [phone]
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C WARNER
SR14.021.00
PHASES 1, 2 &3
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NOAA TIDAL BENCHMARK
"SUNNY POINT, MOTSU NORTH
WARF', ID # 8658579; NGS "865
8579 TIDAL 1", PID EA1281.
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PROPOSED SHORELINE PROTECTION MEASURES FOR
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8 JUNE 2015
NORTH CAROLINA DEPARTMENT OF CULTURAL RESOURCES (NCDCR)
SEI'I ENGINEERING &CONSTRUCTION
CHECKED BY:
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AS NOTED
AT
1025 WADE AVENUE
BRUNSWICKTOWN/FORT ANDERSON
RALEIGH, NC 27605
OF
DRAWN BY:
JOB NUMBER:
PHONE: [phone] . FAX: [phone]
34
C WARNER
SR 14.021.00
PHASES 1, 2 &3
W .sepiengineering.com • COMPANY LICENSE # 2197 . [e-mail]
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RECEIVED
1UL 07 IM
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PROPOSED SHORELINE PROTECTION MEASURES FOR
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ATS
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WARF', ID # 8658579; NGS "865
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PROPOSED SHORELINE PROTECTION MEASURES FOR
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DRAWN BY:
PHONE: [phone] • FAX: [phone]
34
C WARNER
SR 14.021.00
PHASES 1, 2 8,3
W .sepiengineering.corn . COMPANY LICENSE # 2197 . [e-mail]
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NOTES:
1. TIDAL DATUMS TAKEN FROM
NOAA TIDAL BENCHMARK
"SUNNY POINT, MOTSU NORTH
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"SUNNY POINT, MOTSU NORTH
WARF", ID # 8658579; NGS "865
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BRUNSWICK TOWN/FORT ANDERSON
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JOB NUMBER:
PHONE: [phone] . FAX: [phone]
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34
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SR14.021.00
PHASES 1, 2 &3
WWW.sepiengineering.com If LICENSE 2197 . infogsepiengineering.com

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I. TIDAL DATUMS TAKEN FROM
NOAA TIDAL BENCHMARK
"SUNNY POINT, MOTSU NORTH
WARF', ID # 8658579; NGS "865
8579 TIDAL I". PID EA1281.
RECENED
JUL o 7 2015
PROPOSED SHORELINE PROTECTION MEASURES FOR SURVEYED BY SHEET
NORTH CAROLINA DEPARTMENT OF CULTURAL RESOURCES (NCDCR) SEPI ENGINEERING & CONSTRUCTION 20
AT 1025 WADE AVENUE
BRUNSWICK TOWN/FORT ANDERSON RALEIGH, NC 27605 of
PHONE: [phone] FAX: [phone]
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1. TIDAL DATUMS TAKEN FROM
NOAA TIDAL BENCHMARK
"SUNNY POINT, MOTSU NORTH
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8579 TIDAL 1", PID EA1281.
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JUL 07 2015
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APPLICATION/DRAWING DATE
8 JUNE 2015
PROPOSED SHORELINE PROTECTION MEASURES FOR SURVEYED BY
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SHEET
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CHECKED BY:
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BRUNSWICK TOWN/FORT ANDERSON RALEIGH, NC 27605
PHONE: [phone] . FAX: [phone]
OF
34
DRAWN BY:
JOB NUMBER:
C WARNER
SR 14.021.00
PHASES 1, 2 8.3 w .sepiengineedng.com . COMPANY LICENSE If2197 . [e-mail]

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NOTES:
I. TIDAL DATUMS TAKEN FROM
NOAA TIDAL BENCHMARK
"SUNNY POINT, MOTSU NORTH
WARF", ID # 8658579; NGS "865
8579 TIDAL I", PID EA1281.
RECEIVED
JUL 07 20
5 PROJECT MANAGER:
APPLIUAIIUNIUKAWINU UAlt
PROPOSED SHORELINE PROTECTION MEASURES FOR
SURVEYED BY
SHEET
5 R BOYD
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8 JUNE 2015
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SCALE:
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1 0 2 5 WADE AVENUE
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OF
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PHONE: 9n.CO
34
C WARNER
SR14.021.00
PHASES 1, 2 83
COMPANY
www.sepiengineering.com •COMPANY LICENSE#2197 •info@sepienginee ng.com
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1. TIDAL DATUMS TAKEN FROM
NOAA TIDAL BENCHMARK
"SUNNY POINT, MOTSU NORTH
WARF', ID # 8658579; NGS "865
8579 TIDAL 1", PID EA 1281.
RECEIVED
JUL 07 V
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1 R BOYD
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8 JUNE 2015
PROPOSED SHORELINE PROTECTION MEASURES FOR
NORTH CAROLINA DEPARTMENT OF CULTURAL RESOURCES (NCDCR)
AT
SURVEYED BY
SEPI ENGINEERING & CONSTRUCTION
SHEET
23
CHECKED BY:
SCALE:
L R BOYD
AS NOTED
1025 WADE AVENUE
j
BRUNSWICKTOWN�FO TOWN/FORT ANDERSON
RALEIGH, NC 27605
OF
DRAWN BY:
JOB NUMBER:
PHONE: [phone] . FAX: [phone]
34
5 C WARNER
SR14.021.00
PHASES 1, 2 &3
WWW.sepiengineering.com .COMPANY LICENSE It2197 . [e-mail]
i

a
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0
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1. TIDAL DATUMS TAKEN FROM
NOAA TIDAL BENCHMARK
"SUNNY POINT, MOTSU NORTH
WARF', ID # 8658579; NGS "865
8579 TIDAL 1". PID EA1281.
RECEIVED
JUL 07 Z015
W604-UH9 C."
v PROJECT MANAGER:
o R BOYD
APPLICAI{UNIUKAwlNG UAIE
8 JUNE 2015
PROPOSED SHORELINE PROTECTION MEASURES FOR
NORTH CAROLINA DEPARTMENT OF CULTURAL RESOURCES NCDCR
( )
AT
SURVEYED BY
IS SEPI ENGINEERING & CONSTRUCTION
SHEET
24
CHECKED BY:
SCALE:
R BOYD
AS NOTED
1 0 2 5 WADE AVENUE
<
BRUNSWICK TOWN/FORT ANDERSON
RALEIGH, NC 27605
OF
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DRAWN
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PHONE: [phone] . FAX: [phone]
34
C WARNER
SR14.021 .00
PHASES 1, 2 &3
w .sepiengineering.com . COMPANY LICENSE # 2197 . [e-mail]
d

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NOTES:
1. TIDAL DATUMS TAKEN FROM
NOAA TIDAL BENCHMARK
"SUNNY POINT, MOTSU NORTH
WARF', ID # 8658579; NGS "865
8579 TIDAL 1". PID EA1281.
RECEIVED
JUL 0 7 10b
9CA4-UH0 P-44
o PROJECT MANAGER:
APPLICATIONJURAWING DAIL
PROPOSED SHORELINE PROTECTION MEASURES FOR
SURVEYED BY
SHEET
R BOYD
8 JUNE 2015
NORTH CAROLINA DEPARTMENT OF CULTURAL RESOURCES (NCDCR)
SEPI ENGINEERING & CONSTRUCTION
CHECKED BY:
SCALE:
rf C
LJ
RBOYD
AS NOTED
AT
1025 WADE AVENUE
N
BRUNSWICK TOW/FORT ANDERSON
RALEIGH, NC 27605
OF
DRAWN BY:
JOB NUMBER:
PHONE: [phone] . FAX: [phone]
34
C WARNER
SR 14.021.00
PHASES 1, 2 &3
WWW.sepiengineering.com . COMPANY LICENSE # 2197 . infoOsepiengineering.com
i

C
u
ui
zz
EXISTING FORT ANDERSON
BATTERY EMBANKMENT
RIP RAP PLACED ON FILTER FABRIC
NCDOT ARMOR STONE RIP RAP
(9" MIN. TO 36" MAX. LENGTH)
MAX SLOPE 1.5'1.0'
TYPICAL SHORELINE STABILIZATION
WITH RIP RAP
1" =10'
NOTES:
1. ARMOR STONE TO BE CLEAN GRANITE - 160 LB/FT'
AND TO WEIGH 400 LB.-1200 LB. OF WHICH 50%
WEIGHING MORE THAN 1070 LB.
2. GRANITE TO HAVE A SPECIFIC GRAVITY OF 2.58.
3. ATTENUATOR UNITS & ARMOR STONE PLACEMENTS
WILL BE FROM WATER ONLY.
RECEIVED
JUL 0 7 2015
YKUJLUI MANAGtK:
R BOYD
AYPLICAIIUNIUKAWINU UAIt
8 JUNE 2015
PROPOSED SHORELINE PROTECTION MEASURES FOR
NORTH CAROLINA DEPARTMENT OF CULTURAL RESOURCES (NCDCR)
SURVEYED BY
SEPI ENGINEERING & CONSTRUCTION
SHEET
� 6
CHECKED BY:
SCALE:
RBOYD
AS NOTED
AT
1025 WADE AVENUE
BRUNSWICK TOWN/FORT ANDERSON
RALEIGH, NC 27605
OF
DRAWN BY:
JOB NUMBER:
PHONE: [phone] • FAX: [phone]
34
C WARNER
SR14.021 .00
PHASES 1, 2 &3
WWW.sepiengineeing.com . COMPANY LICENSE # 2197 . [e-mail]

0
E
L
3
0
0
`o
0
0
m
0
a
C
3
U
zz
L
Shoreline
Marsh Vegetation
Eroded Marsh Ba
c'
Sand & Ballast Stone °
6.0 FT
5.0 FT
4.0 FT
3.0 FT
000000000
0°0000000
0 0 0 0 0 0
0 0 0 0 0 0 0 0
1.0 FT (TYP
0 0 0 0 0 0 0 0 0
DETAIL 'A'
3' Mattress Protection
"EXISTING"
6.0 FT
5.0 FT
3.0 FT
0000000°0
000000000
000000000000000
0 0 0 0 0 000 0
.) 00°00°0°0 0 0°0°0°0o 0°0°0 0°0 0 1.0 FT (TYP.)
0 0 0 0
DETAIL 'B'
3' Mattress Protection
"PROPOSED" & "EXISTING"
3' Mattress Protection
(See detail)
76.0 FT
5.0 FT __1 1 '0°0000000000000 1
o_o_o_o_o_o_o_o
oo„°o°o
o„°o
o„°o°o�oo°o°o°o°0 1.0 FT (TYP.)
„
DETAIL 'C'
2' Mattress Protection
"EXISTING"
Mattress Protection Details
— —EST. MHW: 4.31 FT
—EST. MSL: 2.29 FT
77777EST. MLW: 0.16 FT
�
Bottom Contour
Mattress placed on filter fabric
0000000000000000000 1� P.)
DETAIL 'D'
1' Mattress Protection
"EXISTING"
MARSH STABILIZATION WITH MATTRESSES
RECEIVED
juL 07 71
TYPICAL EXISTING AND PROPOSED
SCALE: 1 " = 5'
PROJECT MANAGER:
APPLICATION/DRAWING DAT
PROPOSED SHORELINE PROTECTION MEASURES FOR
SURVEYED BY
SHEET
R BOYD
8 JUNE 2015
NORTH CAROLINA DEPARTMENT OF CULTURAL RESOURCES (NCDCR)
C SEPI ENGINEERING & CONSTRUCTION
CHECKED BY:
SCALE:
AT
(�
27
R BOYD
AS NOTED
1 0 2 5 WADE AVENUE
DRAWN BY:
JOB NUMBER:
BRUNSWICK TOWN/FORT ANDERSON
RALEIGH, NC 27605
OF
C WARNER
SRI 4.021.00
PHASES 1, 2 &3
PHONE: [phone] . FAX: [phone]
www.sepiengineering.com . COMPANY LICENSE # 2197 . [e-mail]
34

CROSS SECTIONAL VIEW
12" HEAVY WALL
PEARSON PILING
`o
MARSH
MHW ELEv4.3'. =i �
SHORE LINE ESCARPMENT
ELEV: -0 FT
FRONT ELEVATION VIEW
NAVIGATIONAL MARKER
MUST BE AT LEAST 3 FT F5'O.C.
ABOVE MHW TYP.
r 1VX24"Xz'COMPOSITE
I C CHANNEL
WAVE ATTUENATOR
PYLON WITH STONE
12" BASE UNIT
FT- 1
4"-10 DOUBLE NUT W/
OVERSIZED WASHER (TYPICAL)
NOTES:
- 12" HEAVY WALL PILING
- 5' ON CENTER
- PILING CAN HANDLE 4 KIPS @13'
- LOADING FOR WAVE LOADS
4 -IU A 10 nCA nCF1U JJ
BOLT W/ OVERSIZED
WASHER (TYPICAL)
I
RECEIVED
TYPICAL WAVE ATTENUATOR JUL 07 2015
uu u SCALE: 1" = 5' 6*�O-#AH C"x
PROJECT MANAGER: APPLICATION/DRAWING DATE PROPOSED SHORELINE PROTECTION MEASURES FOR SURVEYED BY SHEET
R BOYD 8 JUNE 2015 NORTH CAROLINA DEPARTMENT OF CULTURAL RESOURCES (NCDCR)
CHECKED BY: SCALE: SEPT ENGINEERING &CONSTRUCTION
n0
R BOYD AS NOTED AT IS 1025 WADE AVENUE 28
DRAWN BY: JOB NUMBER: BRUNSWICK TOWN/FORT ANDERSON RALEIGH, NC 27605 OF
PHONE: [phone] . FAX: [phone] ?A
C WARNER SR I4.021.00 PHASES 1, 2 &3 w .sepiengineedng.com . COMPANY LICENSE # 2197 . [e-mail] J4

W]
t
818" [6.78 FT]
208" [1.72 FT]
25" [2.08 FT] 012" [1.00 FT]
LL
0.5"
o [0.04 FT1 TYP. 2" [0.29 FT] t�25" [2.08 FT]
• -1
t
(V O ' n • C I .' C
O d• • e s
. e
s • e e
-9 LL 4" [0.33 FT] TYP.
o� 3„
a L 232" [1.96 FT1 TYP. [0.25 FT] 5" [0.42 FT] TYP.
4' [0.33 FT] 8
I0.67 FT] TYP.
252" [2.13 FT] TYP. 20" [1.67 FT]
WAVE ATTENUATOR UNIT
SCALE: 1" = V
— 782" [6.54 FT] —
SECTION A -A
RECEIVED
JUL 0 7 Y015
5 YKUJtI l MANAULK:
AYYLIUAIIUN/UKAWINU UAIC
PROPOSED SHORELINE PROTECTION MEASURES FOR
SURVEYED BY
SHEET
5 R BOYD
8 JUNE 2015
NORTH CAROLINA DEPARTMENT OF CULTURAL RESOURCES (NCDCR)
SEPI ENGINEERING & CONSTRUCTION
CHECKED
SCALE:
AT
29
RBOYD
AS NOTED
1025 WADE AVENUE
BRUNSWICK TOWN/FORT ANDERSON
RALEIGH, NC 27605
OF
DRAWN BY:
JOB NUMBER:
PHONE: [phone] . FAX: [phone]
34
C WARNER
L
SR 14.021.00
PHASES 1, 2 &3
w .sepiengineering.com . COMPANY LICENSE # 2197 . infoOsepiengineedng.com

y
.I 3"10.25 FT]
51
512'[4.29 FT]
0
3' [0.25 FT]
I
728" [6.07 FT]
25" [2.08 FT] 208'(1.72 FT]
3.5'
2' [0.04 FT] TYP.
[0.29 FT] 25" [2.08 FT] - -
WAVE ATTENUATOR
BASE BLOCK UNIT
SCALE: 1" = 1'
012" [1.00 FT]
— 811 [6.78 FT] —
SECTION A -A
RECEIVEC
JUL 07'
5 YKUJtL i MANAI M
ArrLIUAHUN/UKAWINU UAIL
PROPOSED SHORELINE PROTECTION MEASURES FOR
�3 SURVEYED BY
SHEET
5 value
L
8 JUNE 2015
NORTH CAROLINA DEPARTMENT OF CULTURAL RESOURCES (NCDCR)
\ SEPI ENGINEERING & CONSTRUCTION
CHECKED BY:
SCALE:
AT
y!
31
Value
AS NOTED
1 0 2 5 WADE AVENUE
BRUNSWICK TOWN/FORT ANDERSON
RALEIGH, NC 27605
OF
DRAWN BY:
JOB NUMBER:
PHONE: [phone] . FAX: [phone]
� 4
Value
SR14.021.00
PHASES 1, 2 &3
W .sepiengineedng.com . COMPANY LICENSE # 2197 . info®sepiengineedng.com
L

CHANNEL SIDE
CURRENT
STONE SCOUR
PROTECTION
4" [0.33 FT]
8" (0.67 FT)
I
SHORE SIDE
\
/x �� r��/��0
\ri�ri; rim ri%i;�i� rim rig rimer �b �O
mob,
O O o O O O O O
z
BEDDING STONE
D GEOTEXTILE (NCDOT CLASS'B")
FABRIC
BASE BLOCK SECUREMENT
SEE DETAIL ON SHEET 22 �1
- RECEIVED
n
p WAVE ATTENUATOR BASE BLOCK A1L 07 10'6
SCALE: 1" = V "04-""yr-""
T
p PROJECT MANAGER:
A I N DRAWI A
PROPOSED SHORELINE PROTECTION MEASURES FOR
SURVEYED BY
SHEET
o R BOYD
8 JUNE 2015
NORTH CAROLINA DEPARTMENT OF CULTURAL RESOURCES (NCDCR)
IS SEPT ENGINEERING & CONSTRUCTION
i
CHECKED BY:
SCALE:
30
RBOYD
AS NOTED
AT
1025 WADE AVENUE
<
BRUNSWICK TOWN/FORT ANDERSON
RALEIGH, NC 27605
OF
DRAWN BY:
JOB NUMBER:
PHONE: [phone] • FAX: [phone]
34
� C WARNER
SR14.021.00
PHASES 1, 2 &3
w .sepienginee6ng.com • COMPANY LICENSE # 2197 • [e-mail]

R
Base Block Securement
* Top diameter and thickness of base block collar to
be suitable to support 25,0001b dynamic loading
* Length of base block collar to be minimum
2:1 taper (from diameter of base block collar)
* Nominal 12" OD composite piling
* ID of base block collar to provide 'friction -hold'
onto composite piling thorugh mechanical fastening
Base Block Collar material specifications, geometry,
attachment, etc., are to be in accordance with
manufacturers specs
2FCEIVED
TYPICAL BASE BLOCK SECUREMENT
IIII
07 2015
NOT TO SCALE
PROJECT MANAGER:
APPLICATION/DRAWING DATE
PROPOSED SHORELINE PROTECTION MEASURES FOR
SURVEYED BY
SHEET
R BOYD
B DUNE 2015
NORTH CAROLINA DEPARTMENT OF CULTURAL RESOURCES (NCDCR)
IS SEPI ENGINEERING & CONSTRUCTION
CHECKED BY:
SCALE:
AT
32
R BOYD
AS NOTED
BRUNSWICK TOWN/FORT ANDERSON
1025 WADE AVENUE
RALEIGH, NC 27605
OF
DRAWN BY:
JOB NUMBER:
PHONE: [phone] . FAX: [phone]
34
CWARNER
SR14.021.00
PHASES 1,2&3
www.sepiergineerng.com.COMPANYLICENSE#2197.infoasepiengineenng.com

OFFSET =-322.49
Bev = 6.62
0
O
3
N
O
o .
Q MEAN HIGH WATER ELEVATION: 4.31
C
O
MEAN SEA LEVEL: 2.29
LOW WATER ELEVATION: 0. 10
D
SECTION 10+85
EXISTING MARSH STABILIZATION
WITH 4 MATTRESS PROTECTION
7
D 2
0
0 0
0 0
0
�
i
I
V
NOTES:
1. TIDAL DATUMS TAKEN FROM
NOAA TIDAL BENCHMARK
"SUNNY POINT, MOTSU NORTH
WARF', ID # 8658579; NGS "865 —
8579 TIDAL 1", PID EA1281.
EXISTING MARSH ZON
1
0 10 20 40 ECEIVED
GRAPHIC SCALE10.., 1U 07 20�
V
5.5
( IN FEET I -0FF17.T f.+4.:
v_ I inch = 20 ff. (HO .)
I p inch = 2 ft. (VER.) I I I I 1 / 11 1 1 1 1 1 1
T
PROJECT MANAGER:
APPLICATION/DRAWING DATE
PROPOSED SHORELINE PROTECTION MEASURES FOR
SURVEYED BY
SHEET
5 Value
8 JUNE 2015
NORTH CAROLINA DEPARTMENT OF CULTURAL RESOURCES (NCDCR)
SEPI ENGINEERING & CONSTRUCTION
F CHECKED BY:
SCALE:
"
AT
33
Value
AS NOTED
1 0 2 5 WADE AVENUE
Ic
BRUNSWICK TOWN/FORT ANDERSON
RALEIGH, NC 27605
OF
DRAWN BY:
JOB NUMBER:
j
PHONE: [phone] . FAX: [phone]
34
Value
SR 14.021.00
PHASES 1, 2 &3
w .sepiengineering.com . COMPANY LICENSE # 2197 . [e-mail]
L

TOP OF PHASE I STRUCTURE
OFFSET =-322.48 FT.
Flav = 6 A,9 FT
HIGH WATER ELEVATION: 4.31 FT
i
MEAN SEi LEVEL: 2.29 FT
LOW WATER ELEVATION: 0.10 FT
1 4 �
DETAIL
SECTION 111 +15
EXISTING MARSH STABILIZATION
WITH 3 MATTRESS PROTECTION
TO BE RELOCATED
PROPOSED RELOCATED MARSH
STABILIZATION WITH 3 MATTRESS
PROTECTION
14N
�-042.4'
NOTES:
I . TIDAL DATUMS TAKEN FROM
NOAA TIDAL BENCHMARK
"SUNNY POINT, MOTSU NORTH
WARF', ID # 8658579: NGS "865 —
8579 TIDAL 1", RID EA1281.
EXISTING MARSH ZONE
1 q.7'
3.3'
/ \ I
z
N 0 RECEIVED
0 10 20 40 152.3'
GRAPHIC SCALE1UL 07 eon
d (IN FEET)
O '"
c 1 inch = 20 ff. (HOR.)
1 inch = 2 ff. (VER.)
T
p PROJECT MANAGER:
APPLICATION/DRAWING DATE
PROPOSED SHORELINE PROTECTION MEASURES FOR
SURVEYED BY
SHEET
o R BOYD
8 JUNE 2015
NORTH CAROLINA DEPARTMENT OF CULTURAL RESOURCES NCDCR
( )
SEPI ENGINEERING & CONSTRUCTION
CHECKED BY:
SCALE:
AT
34
RBOYD
AS NOTED
1025 WADE AVENUE
BRUNSWICK TOWN/FORT ANDERSON
RALEIGH, NC 27605
OF
D DRAWN BY:
JOB NUMBER:
PHONE: [phone] • FAX: [phone]
C WARNER
SR 14.021.00
PHASES 1, 2 &3
www.sepiengineenng.com . COMPANY LICENSE # 2197 . [e-mail]
34
i