20052146 Ver 5_CAMA Application_20090205

Beverly Eaves Perdue
Governor
MEMORANDUM:
February 3, 2009
TO: Cyndi Karoly, Supervisor
401 Oversight & Express Permits Unit
Division of Water Quality-Surface Water Protection
F EB 5 2009
DENR - WAjE M AZER B??
ANDS AND STDR
FROM: Doug Huggett, NC DENR-DCM Major Permits Coordinator
400 Commerce Ave., Morehead City, NC 28557 (Courier 11-12-09)
SUBJECT: CAMA/Dredge & Fill Major Permit Application Review
Applicant: Seawatch at Sunset Harbor, Inc.
Project Location: Sunset Harbor Road., adjacent to AIWW, near town of Supply, Brunswick Co.
Proposed Project: To construct an upland basin, docking facility, roads, utilities, infrastructure, and
24 wetland/stream crossings
Please indicate below your agency's position or viewpoint on the proposed project and return this
form by February 27, 2009. If you have any questions regarding the proposed project, contact Debra
Wilson 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.
ria?ilr?r?
N DENT
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
James H. Gregson Dee Freeman
Director Secr
This agency approves of the project only if the recommended changes are
incorporated. See attached.
This agency objects to the project for reasons described in the attached
comments.
SIGNED DATE
127 Cardinal Drive Ext., Wilmington, NC 28405
Phone: [phone] FAX: [phone] Internet: www.nccoastalmanagement.net
An Equal Opportunity \ /dr;nat ve Action, Employer
One,
NorthCarohna
Naturally
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Seawatch at Sunset Harbor, Inc. / Coastal Communities, Inc. c/o Land Management
Group, Inc
2. LOCATION OF PROJECT SITE: Site is located off Sunset Harbor Road, adjacent to the AIWW, near the
Town of Supply, in Brunswick County.
Photo Index - 2006: 9-6133, H-X(1-23); 9-6134, N-X(1-21) 2000: 9-83, A-N(1-24); 9-82, A-S(1-12)
1995: 9-88; 9-89, A-N(1-24)
State Plane Coordinates - X: 2248319 Y: 65950 GPS - NO1231 lA
Lat:33°55'42.18026"N Long: 78°10'53.52554"W
3. INVESTIGATION TYPE: CAMA / D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 01/23/09
Was Applicant Present -Yes
5. PROCESSING PROCEDURE: Application Received Complete - 12/31/08
Office - Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan-Brunswick County and Town of Oak Island ETJ
Land Classification From LUP - Conservation and Limited Transitional
(B) AEC(s) Involved: ES, PT, EW, CW
(C) Water Dependent: Yes
(D) Intended Use: Private
(E) Wastewater Treatment: Existing- None
Planned- Municipal sewer
(F) Type of Structures: Existing- None
Planned- Upland marina basin, boatramp, office, crabbing docks, roads, utilities
and infrastructure, roadway bridges and cart path bridges.
(G) Estimated Annual Rate of Erosion: N/A
7. HABITAT DESCRIPTION:
[AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands (Coastal &§404) 2182 sq. ft. (§404)
86,950 sq. ft. 1,0203 ft.
(shade
(B) Non-Vegetated Wetlands (Open Water)
1,152sq. ft.
(shaded)
(C) Other - Highground disturbance 453,150 sq. ft. 455,332 sq. ft. 65 acres
(disturbed)
(D) Total Area Disturbed: 88 acres
(E) Primary Nursery Area: No
(F) Water Classification: SA, HQW Open: No
8. PROJECT SUMMARY: The applicant plans to construct a 267 slip upland marina basin, boatramp, dock
master's office, 4 fixed crabbing docks, roads, utilities and infrastructure, 24 wetland/stream crossings including
4 roadway bridges and 3 cart path bridges.
Seawatch at Sunset Harbor, Inc.
Paae 2
9. PROJECT DESCRIPTION
The proposed project is located in Brunswick County between off Sunset Harbor Road, adjacent to the Atlantic
Intracoastal Waterway (AIWW) near the Lockwoods Folly River. Access to the site must be arranged through the agent or
applicant. To reach the project area, travel south on US Hwy 17 to the intersection with NC Highway 211 near Supply,
NC. Turn left onto NC Hwy 211 and travel approximately 5 miles to Sunset Harbor Road. Turn right onto Sunset Harbor
Road and travel approximately 4.8 miles, on the left will be a sign "Welcome to Waterway Villages", turn left at the sign
and the subject parcel is located down a series of dirt roads.
Portions of the subject property were part of a land/easement exchange that occurred in 2006 between the U. S. Army
Corps of Engineers, the State of North Carolina and Coastal Communities, Inc. which consists of property known as
Sheep Island (located at the mouth of the Lockwood's Folly River and north of the west end of Oak Island) and several
dredge spoil disposal areas located east of Sheep Island along the AIWW. Details of the land negotiations and associated
environmental impacts can be found in the original Yellow Banks Environmental Assessment (USACE 2005).
On September 17, 2008 the applicant received an EA/FONSI for this proposed project. The property encompasses
approximately 1,382 acres and contains Phases 12-17 of the Seawatch at Sunset Harbor Subdivision. Phases 1-11 are
located on an adjacent tract and are in the final stages of development. The application states that no lots have been platted
to date, however, the narrative states that there are 2,200 single-family lots and 100 multi-family units planned (see master
plan on Sheet I-1). Approximately 335.44 acres of the 1,382- acre site are §404 wetlands and has approximately 3,900 feet
of shoreline frontage. The highground portion of the property has an elevation range from 3 to 20 feet above mean sea
level with the higher elevations being located at the top of the existing dike system of the previous spoil disposal area
(historically used by the USACE). The project site is bordered by Sunset Harbor Road to the west, undeveloped property
to the north and east and the AIWW to the south. The southern portion of the property (lmile landward from the center of
the AIWW) is located within The Town of Oak Island's ETJ and the remainder of the property is located within
Brunswick County's jurisdiction.
The site is predominately wooded with highground vegetation consisting of Loblolly Pine (Pinus taeda), Red Maple (Acer
rubrum), Live Oak (Quercus virginiana), Turkey Oak (Quercus laevis), Yaupon Holly (Ilex vomitoria) and Southern
Wax-myrtle (Myrica cerifera). The predominant coastal wetland species in the project area consist of Salt Meadow
Cordgrass (Spartina alterniora). The Corps of Engineers has approved a wetland delineation of the Seawatch
development site.
The Brunswick County and Town of Oak Island Land Use Plans classifies the upland areas of this project as Conservation
and Limited Transitional. The waters of the AIWW in the vicinity of the project area are classified SA, HQW by the NC
Division of Water Quality. The Division of Marine Fisheries has not designated this area as Primary Nursery Area and it
is closed to the harvesting of shellfish.
PROPOSED PROJECT
The applicant plans to construct a 267 slip upland marina basin, boatramp, dock master's office, 4 fixed crabbing docks,
roads, utilities and infrastructure, 24 wetland/stream crossings including 4 roadway bridges and 3 cart path bridges. As
proposed, the upland marina basin will be dug out of what is currently the old spoil disposal area and would measure
approximately 1,275' in length by 330' in width with a final depth of -8'@Mean Low Water (MLW) and would contain
267 slips (see Sheets 9 & 10 of 71). Approximately 398,000 cu. yds. of highground material would be excavated for the
basin. The basin would be accessed from the AIWW via an access channel located in the center of the south side of the
basin and would measure approximately 360' in length by 90' in width and -8'@MLW in depth. Approximately 64,150
cu. yds. of material including approximately 857 sq. ft. of coastal wetlands (primarily Salt Meadow Cordgrass (Spartina
alterniflora)} and 1,282 sq. ft. of §404 wetlands would be excavated for the entrance channel. The applicant states that
the basin would be excavated first and a small plug near the outer end of the access channel would be left in place until a
settling period (a minimum of 2 days) has passed before the removal of the plug and completion of the access channel.
The excavated material would be hauled to upland areas of the property and all dry material would be contained by silt
fencing and all wet material would be contained by a mulch or stone berm until the material has dried (see Sheet 12 of
Seawatch at Sunset Harbor, Inc.
Page 3
71). As proposed, the basin and entrance channel would be stabilized by a bulkhead constructed of either concrete, wood
or composite material for a total of 3,930 linear feet and 1' in width (see Sheet 11 of 71).
Inside the marina basin the applicant proposes 6 main floating docks ranging in size from 575' to 650' in length and from
6' to 10' in width (see Sheet 10 of 71) which would be oriented in an east to west direction. There would be 139 finger
docks extending from the main docks running in a north to south direction and ranging in size from 29' to 55' in length
and from 3.5' to 8' in width. This system would provide dockage for a total of 267 vessels. The 6 main floating docks
would be accessed by 10 access ramps which will extend from the proposed bulkhead. As proposed there would be a
pump out station located just west of the proposed boatramp area which will tie into the Town of Oak Island's sanity
sewer system. The applicant states that no fueling, maintenance or marine services will be provided.
The applicant is also proposing to construct two concrete boatramps which will be centered on the northern side of the
basin. Each ramp would measure approximately 100' in length by 12' in width and the ramps would be separated by a
floating dock measuring approximately 5' in width (see Sheet 10 of 71).
As proposed, there would be a wooden boardwalk measuring approximately 6' in width that will extend around the entire
perimeter of the basin. This boardwalk would also extend along the entrance channel and would become 2 elevated fixed
piers, each measuring 6' in width, and extending waterward into the AIWW, terminating in a covered 16' by 16' fixed
platform. The applicant is also proposing 2 additional fixed piers, one located to the east of the basin and one located
approximately half way between the western end of the basin and the entrance channel and would extend waterward into
the AIWW from 2 different unnamed roads (see Sheet 9 of 71). Each of these piers would measure approximately 6' in
width and each would terminate in a covered platform measuring 24' by 24' (see Sheet 13 of 71). As proposed, all 4
covered platforms would not encroach into the 80' federal channel setback.
The applicant is also proposing to construct a dock master's building which would be located just east of and adjacent to
the proposed boatramps and would measure approximately 100' in length by 80' in width (see Sheets 9 & 15 of 71). As
proposed there would be parking areas adjacent to the dock master's building providing sixty (60) parking spaces with an
additional parking areas located to the north and northeast of the building providing a total of approximately 300 spaces.
The applicant is also proposing to construct three (3) separate covered pavilions along the northwestern side of the marina
(see Sheets 10 & 14 of 71). As proposed all of these structures are shown to be landward of the 30' buffer.
The applicant is also proposing a total of twenty-four (24) wetland and stream crossings for the purpose of roadways, cart
bridges and pedestrian accesstsee Sheets I-1(Figure 8) &lA-D3(Figures 16-71)}. Of these, 4 of the road crossings are
existing dirt roads which require improvements in order to conform to the rest of the proposed community roadways and
therefore will be paved. There are 3 cart path bridges (see Figures 40-43 on Sheet 13A-14B and Figures 65 & 66 on
Sheets 27A&B) that will provide access to the marina area. There are 4 proposed roadway bridges which will span from
uplands to uplands, thereby avoiding impacts to wetlands and streams (see Figures 16, 30, 38 & 60). The proposed bridge
at Site #26 (see Figures 8 & 60-65) will span Davis creek which is located near the eastern edge of the property and will
have pilings located in wetlands and is proposed to have approximately 16' of navigation clearance at MHW. The
application states that a portion of this bridge will be constructed on property which is currently owned by the USACOE
and the applicant is in negotiation with the USCOE for approval. The applicant is also proposing to install 42 concrete,
HDPE culverts of various sizes (see Figure 68).
10. ANTICIPATED IMPACTS
A total of 65 acres of highground area would be graded, filled, and or disturbed for the construction of the marina village
and 19 acres for the marina disposal area. Approximately 393,840 cu. yds. of highground material is to be excavated for
the marina basin, approximately 4,160 cu. yds. of shallow bottom for the entrance channel as well as approximately
857sq. ft. of coastal wetlands and 1,282sq. ft. of §404 wetlands. Approximately 86,950 sq. ft. of §404 wetlands will be
filled as a result of the proposed roads, bridges and culverts. Additional land disturbance will occur as single family lots
are developed. The marina facility would provide dockage for 267 vessels and boating access for the property owners
within the Seawatch Subdivision. The piers with covered platforms would not exceed I/a width of the water body and
would not encroach into the U.S. Army Corps of Engineers 80-foot setback from the AIWW. The proposed structures
would not encroach into the 15' riparian corridor setback. A short-term increase in turbidity can be expected during
piling installation during pier/dock construction and excavation of the entrance channel.
Submitted by: Debra D. Wilson Date: January 30, 2008 Office: Wilmington
PROJECT NARRATIVE
December 2008
Seawatch at Sunset Harbor
Marina Village and Road Crossings
Coastal Communities, Inc.
Brunswick County, NC
INTRODUCTION
Coastal Communities, Inc. proposes to develop a residential subdivision and upland basin marina
within the Seawatch at Sunset Harbor site in Brunswick County, North Carolina. Sections of the
subject property were part of a land/easement exchange that occurred in 2006 between the US
Army Corp of Engineers Wilmington District, the State of North Carolina and Coastal
Communities, Inc. Properties and easements involved in the exchange are located in Brunswick
County, NC in the vicinity of the Atlantic Intracoastal Waterway. The properties consist of
Sheep Island, located at the mouth of the Lockwood's Folly River and north of the west end of
Oak Island as well as a number of dredge disposal areas located to the east of the Sheep Island
tract, along the Atlantic Intracoastal Waterway. Detailed information concerning land
negotiations and associated environmental impacts are included in the original Yellow Banks
Environmental Assessment (USACE 2005).
There are approximately seventeen conceptual phases of development for the overall Seawatch at
Sunset Harbor community that have received approval from the Town of Oak Island and
Brunswick County. Developmental phases will take place on two adjacent tracts of land. Phases
1-11 are already in the process of development on an approximately 1500-acre tract formerly
known as the Mercer Mill tract. Phases 12-17, including the marina village and proposed
wetland road crossings, will take place on a 1382.19-acre tract of land formerly known as the
Yellow Banks tract. The Mercer Mill property and the Yellow Banks property collectively form
Seawatch at Sunset Harbor. Wetland impacts within the Mercer Mill portions of the community
have been previously permitted through a Nationwide 14 Permit (Action ID# SAW-2005-777)
and 401 Water Quality Certification (DWQ #20052146v3). In addition, MAS Pr?CEIV erties, LLC
)
DEC 17 2008
D C dal W t.;Ail l i' Gsl 0 ?i , N(--
has received a CAMA Major Permit to construct a wooden plank bridge over Mercer Mill Creek
and additional amenities along the Mercer Mill Creek shoreline including four community
crabbing docks, one community floating dock and four community piers. This Individual Permit
application is submitted for wetland and stream impacts associated with the development of the
Yellow Banks section of Seawatch at Sunset Harbor.
Ownership of both the Mercer Mill and Yellow Banks properties are maintained by MAS
Properties, LLC, a subsidiary of Coastal Communities, Inc. Coastal Communities, Inc. is a real
estate company located in Holden Beach, North Carolina. The name "Coastal Communities,
Inc." is used as a trade name for several limited liability corporations having common ownership.
MAS Properties, LLC is the actual entity that held land ownership during the land exchange and
is one of several companies that operate under the name "Coastal Communities, Inc." For
purposes of this permit application, the name "Coastal Communities, Inc." will be used instead
of "MAS Properties, LLC" to avoid confusion.
EXISTING CONDITIONS
The project site is 1382.19 acres in size and is located in Brunswick County, southwest of the
intersection of Highway 211 and Midway Road in St. James, NC (Figure 1). The property is
bound by Sunset Harbor Road to the west, undeveloped land to the north and east, and the
Atlantic Intracoastal Waterway to the south. Elevations of the property range from 3 ft to 20 ft
(Figure 2) and it is located within the Lumber River Basin. The Town of Oak Island Extra-
Territorial Jurisdiction extends north one mile from the center of the Atlantic Intracoastal
Waterway channel and encompasses the southern part of the tract. The remainder of the site is
located within the jurisdiction of Brunswick County.
Soils
According to the Brunswick County Soil Survey, soils mapped within the site include Kureb fine
sand (KrB), Newhan fine sand, dredged (NhE), Wando fine sand (WaB), Mandarin fine sand
(Ma), Carteret loamy fine sand (CA), Leon fine sand (Lo), Murville mucky fine sand (Mu), and
Muckalee loam (Figure 3).
a9l" E ED
DEC 17 20085
2
Most of the soils in Brunswick County formed in Coastal Plain sediment or from the sediments
deposited by streams. With the exception of the dredged material disposal areas (Newhan), the
soils in the exchange areas are either on broad interstream divides, low flood plains or intertidal
marshes. Below the surficial deposits is phosphatic limestone with layers of silt, sand and sandy
marl.
Habitat
Most of this site is forested and has historically been utilized for timber harvest (Figure 4). It
contains numerous soil access roads. However, the area near the AIWW is largely unvegetated
and was utilized as a dredge disposal area by the USACE up until very recently.
The boundaries of the jurisdictional 404 wetlands were delineated by Land Management Group,
Inc. and were approved by Mr. Tom Farrell of the Wilmington District Corps Regulatory Branch
in 2004 (Action ID# 200301124; Figure 5). Wetlands located adjacent to the AIWW are largely
intertidal salt marsh dominated by Spartina alterniflora. Three unnamed tributaries of the
AIWW extend into the site. Wetlands along the upper reaches of the streams are riparian in
nature. Three Carolina Bays exist in the northern part of the site. The remainder of the wetlands
within the tract can be characterized as either headwater or pocosin. Wetlands within the bays
and pocosins support loblolly pine (Pinus taeda), pond pine (P. serotina), red bay (Persea
palustris), loblolly bay (Gordonia lasianthus), wax myrtle (Morella cerifera), and catbrier
(Smilax spp.). Uplands primarily support loblolly pine, long leaf pine (Pinus palustris), live oak
(Quercus virginiana), red maple (Acer rubrum) and turkey oak (Quercus laevis).
Water resources within and adjacent to the project site are not located within a primary nursery
area. In addition, there is no submerged aquatic vegetation present. Marine resources located
along the waterfront property beyond mean high tide include intertidal marsh as well as intertidal
and subtidal benthic communities. Intertidal marsh areas are predominantly vegetated with
Spartina alterniflora. A comprehensive assessment of Essential Fish Habitat in the vicinity of
the project site is included in the EA.
R E' 'C- E DEC
17 2008
3 . 1 ?l WiiM 'NG.lON, NC
Threatened and Endangered Species
Habitat with the potential for supporting federally protected species (Table 1) was identified by
reviewing natural resource databases, aerial photographs, soils maps, and topographic maps of
the property and by walking throughout the project area.
Table 1. Federally-listed endangered and threatened species known to occur in Brunswick County, NC,
excludine coastal and marine meciec
Common Name Scientific Name Status
Animals
American alligator Alligator mississi iensis T(S/A)
Bald eagle Halieetus leucoce halus BGPA
Eastern cougar Felis concolor cou ar E
Red-cockaded woodpecker Picoides borealis E
Shortnose sturgeon Aci enser brevirostrum E
West Indian manatee Trichechus manatus E
Wood stork Mycteria americana E
Plants
Cooley's meadowrue Thalictrum cooleyi E
Rough-leaf loosestrife L simachia as erulae olia E
KEY:
ECE. IS
DEC 17 2008
Status Definition DCM 1rVIl.MINGTON, NC;
Endangered A taxon "in danger of extinction throughout all or a significant portion of its
range."
Threatened A taxon "likely to become endangered within the foreseeable future throughout
all or a significant portion of its range."
T(S/A) Threatened due to similarity of appearance - a species that is threatened due to
similarity of appearance with other rare species and is listed for its protection.
BGPA Species protected by the Bald and Golden Eagle Protection Act and Migratory
Bird Treaty Act.
The North Carolina Natural Heritage Program database was also reviewed to determine whether
any state or federally listed rare species have been identified within or near the project area.
There records show that several rare plant and animal species have been documented in the tract
and within a 0.5 mile radius of the tract (Figure 6). Animal species noted include the American
alligator (Alligator mississippiensis), Eastern coral snake (Micrurus fulvius), pygmy rattlesnake
(Sistrurus miliarius), northern pine snake (Pituophis melanoleucus melanoleucus), West Indian
manatee (Trichechus manatus) and a colony of colonial wading birds. Plant species identified
include pondspice (Litsea aestivalis), West Indies meadow beauty (Rhexia cubensis), Leconte's
4
flatsedge (Cyperus lecontei) and brown bogbutton (Lachnocaulon minus). There a also a red-
cockaded woodpecker occurrence and a rough-leaf loosestrife occurrence located within one
mile of the site.
In addition to these species, a Heritage Priority Site is located within the tract. The Sunset Harbor
Ash Swamp Priority Site overlaps a portion of the vegetated uplands and wetlands within the
southern part of the tract. This priority site comprises low upland terraces partially surrounded by
swamp forest and was demarcated to encompass several unique community types found in this
area, including Coastal Fringe Sandhill, Vernal Pool and Coastal Fringe Evergreen Forest.
LMG staff specifically evaluated the marina village, road crossings, and other areas identified by
the NC Natural Heritage Program for their potential to support federally-protected species. No
federally protected species were observed within any of these areas. The marina village mostly
consists of a disposal dike and does not provide suitable habitat for federally-protected species.
No material has recently been placed within this disposal area and it contains a thick herbaceous
layer of dog fennel, which would not be suitable habitat for rare species, including nesting
waterbirds.
The shallow tidal creeks located in the southern part of the tract may provide suitable foraging
habitat for sea turtles and American alligators. The American alligator is found in North Carolina
to the Florida Keys and west to central Texas (Conant & Collins, 1998). It lives primarily in
freshwater swamps and marshes, but also in rivers, lakes, and smaller bodies of water. The
alligator is known to inhabit the AIWW and according to the NC Natural Heritage Program
database, it has been observed within the large Carolina Bay on the property. Furthermore, the
West Indian manatee has been observed within the AIWW and in the mouth of the Lockwoods
Folly River, approximately 0.5 mile west of the site.
Freshwater wetland habitat throughout most of the site, including the proposed impact areas,
contains a dense assemblage of pond pine (Pines serotina), wax myrtle (Morelia cerifera), and
bay species. Most of these wetlands are too densely vegetated to provide appropriate habitat for
rough-leaf loosestrife and Cooley's meadowme, which are shade-intolerant plan
0 t"91Vt DEC 17 M8

5

open areas exposed to sunlight. However, based on recommendations from the NC Natural
Heritage Program during the EA review, staff of LMG evaluated a small Carolina Bay located
west of the large bay on August 21, 2008 for its potential to provide habitat for rough leaf
loosestrife. The area was found to support a thick assemblage of pond pine, loblolly bay
(Gordonia lasianthus), red bay (Persea palustris), wax myrtle, and cat briar (Smilax spp.).
Although not visible during the site visit, the bay may contain pockets with little or no shrub
layer where sunlight could reach the ground. If present, these pockets could provide suitable
habitat for this species. However, no impacts to this wetland are proposed and this bay will be
placed in preservation. Therefore, if the bay does support the rough-leaf loosestrife, the proposed
development will not negatively impact the species.
Most of the wooded upland habitat within the project area contains thick stands of loblolly pine,
longleaf pine, live oak, sweetgum, and yaupon. This would not be suitable habitat for the red-
cockaded woodpecker (RCW), which is generally found in old-growth pine forests and prefers
mature longleaf pines (Pinus palustris) with at least a 15" DBH for nesting and foraging. Dense
stands (stands that are primarily hardwood, or that have a dense hardwood understory) are
avoided. In mature pine habitat, sufficient substrate can be provided on 80 to 125 acres.
Based on comments from NCNHP, staff of LMG evaluated two areas for their potential to
support red-cockaded woodpeckers. The northern area is located in the Mercer Mill tract, north
of Nautica Boulevard and south of Mill Creek, between Verrazano Lane and where Nautica
Boulevard turns north. This area contains a canopy of longleaf pine trees that have a diameter at
breast height (DBH) of 8" to 20". A majority of the mature pines were located closer to Mill
Creek. The site appeared to be mowed frequently and was largely devoid of an understory except
for a few turkey oaks (Quercus laevis). All large (>12" DBH) pines that were encountered during
the site visit were inspected for RCW cavities. No cavities or red-cockaded woodpeckers were
observed during the survey. Because this site is bordered by young longleaf and loblolly pine
stands to the west, south, and east, it may be too small to provide appropriate habitat for the
RCW.
jC ?" U
DEC 17 2008
6 DC?4 WiLN J iG`lOP4. NL
The second area evaluated for RCW habitat is located in the southwestern part of the Yellow
Banks tract, adjacent to two existing dirt roads that provide access off of Sunset Harbor Road.
This area was found to support fewer mature longleaf pine trees than the northern site. In
addition, it contained a developing understory of turkey oaks, laurel oaks (Q. laurifolia), and
loblolly bays (Gordonia lasianthus). This area was bordered by a young loblolly pine (Pines
taeda) stand to the north and thick wetlands to the south. No cavities or RCWs were observed.
Because of the lack of mature pine trees, developing shrub layer, and overall small size, this site
does not appear to provide appropriate habitat for the red-cockaded woodpecker.
Additionally, the site would not be appropriate habitat for bald eagles or wood storks since no
mature pines or cypress trees that could provide suitable roosting or nesting habitat were
observed near the waterway. Although no cougars or signs of cougars were noted within the
project area, it is part of a larger undeveloped and forested area and could potentially provide
suitable habitat for the species. However, this species has not been observed within the Coastal
Plain for several decades and is largely believed to be extirpated from the region.
Archaeological and Historic Resources
Land Management Group, Inc. reviewed the database at the Office of State Archaeology and
found one known archaeological occurrence within the Yellow Banks tract (31BW323). In 1978,
a prehistoric site was identified on a sand ridge on both sides of SR 1112, approximately 0.5
miles north of its intersection with Beachview Drive at Sunset Harbor. Little is known about this
site. The site is located approximately 1.5 miles to the west-northwest of the recent dike
expansion project.
Brockington & Associates, Inc. was contracted by the applicant to perform an archaeological
resources survey on the land/easement exchange areas. The draft report was submitted to the
State Historic Preservation Office of the NC Department of Cultural Resources on January 7,
2005. In a February 1, 2005 letter to Brockington & Associates, the State Historic Preservation
Office concurred with their archaeological survey report finding that the project involving the
land/easement exchange area will not involve significant archaeological resources.
EC
DEC 17 2008
7
D %'__ ?J iMW0q GT O 1\I NC
PURPOSE AND NEED
The purpose of the proposed project is to construct a planned unit development in the Oak Island
area that will include a marina to allow boating and recreational opportunities for residents. The
proposed community road crossings will serve to provide access and traffic circulation to the
future upland development areas of the entire Seawatch at Sunset Harbor Community.
ALTERNATIVES ANALYSIS
The alternatives evaluated include a no-action alternative, off-site alternatives, on-site alternative
site layouts, and the preferred project.
No-Action Alternative
The No-Action alternative would leave the property in its existing state, which is currently
undeveloped. Although the "Mercer Mill" phase of development for the Seawatch community
had already been initiated, it has separate utility and ownership from the "Yellow Banks" phase
of development. Additionally, this tract does not contain a marina. An environmentally sound
marina combined with single-family and multi-family housing will provide economic stimulus to
Brunswick County. In addition, active and passive recreation opportunities and access to the
water would be available to residents upon project completion. Due to the perceived benefits for
both property owners and Brunswick County that would potentially result from the construction
of a community marina, the no-build alternative would not be the best alternative.
Alternate Sites
The purpose of the proposed project is to construct a residential community in the Oak Island
area that has waterfront access. Because the State of North Carolina owns most of the tracts
adjacent to the AIWW for use as dredge disposal sites, no tracts in the vicinity met these
qualifications. The applicant had to enter into a land/easement exchange with the State and with
the US Army Corps of Engineers in order to obtain waterfront property. Therefore, there are no
other off-site alternatives.
FC i
On-site Alternatives
DEC 17 20C
DCNgiii.+3+'Oi`l NC
8
Four on-site alternatives were evaluated. Two options involve changes to the marina. The third
alternate site plan would bridge all of the wetland and stream crossings. The fourth option was
the design submitted in the original EA and proposed a larger amount of wetland and stream
impacts.
1. Construction of an Open Water Marina
Waters in this vicinity of the Atlantic Intracoastal Waterway are not open to the harvest
of shellfish or human consumption; therefore, construction of an open-water marina
could be considered. Due to the bathymetry of the Seawatch at Sunset Harbor shoreline
in combination with the location of the USACE maintained channel, slips would likely
have to be lined along the shoreline of the property. Given the linear footage of dock
space, multiple access points across coastal wetlands would likely be necessary. In order
to allow for the safe navigation of vessels up to 55 ft in length, dredging over a broad
area of bottom habitat would be required. Construction of an open water marina with a
slip count comparable to the proposed marina would result in impacts to a minimum of
168,000 sq ft of public trust bottom. Due to dimensional constraints and size of the area
to be dredged and maintained within the public trust bottom, construction of an open
water marina would not be the best alternative.
2. Dry Stack Storage Only
The Seawatch at Sunset Harbor "Yellow Banks" community will offer over 2,000 homes
upon completion, leading to a high demand for water access. The "Mercer Mill" tract has
already begun development and does not have appreciable navigable access to the
Atlantic Intracoastal Waterway. In addition, both tracts are owned by separate entities.
This alternative would require a boat lift area and temporary dockage. As previously
discussed, waters in the vicinity of the proposed marina village are shallow and there are
considerable space restrictions along the Atlantic Intracoastal Waterway. In order to
allow for sufficient temporary dockage and a boat lift area, dredging would still be
necessary within the public trust bottom. Using a conservative estimate of temporary
side - to dockage for ten 30 ft vessels, roughly 345 linear ft of dock structure u1 e,
.r ? .?
DEC 17 2008
9
DCNI WILMINI-7-TON, NC
required. In addition, a narrow channel would need to be excavated to -5 ft MLW to
access the forklift pad, resulting in impacts to approximately 3,450 sq ft of benthic
habitat. The dry storage only alternative would also result in increased impervious
surface coverage from the dry storage building in addition to required parking.
In addition, the proposed open water marina accommodates vessels up to 55 ft in length.
Given the intended clientele for the development, it is likely that slips of this size will be
required. A dry storage facility only option would not accommodate vessels of this size.
This option was not preferred since it did not suit the needs of the applicant, results in
increased impervious surface coverage and impacts both public trust bottom and open
waters of the Atlantic Intracoastal Waterway.
3. Bridging All Wetland Crossings
The applicant evaluated the option to construct development activities as proposed in the
preferred project by bridging all of the wetland/stream crossings. In general, bridges are
not considered to be an impact by the Corps and DWQ and could provide a mechanism to
avoid wetland and stream impacts within the tract. Twenty-four bridges would need to be
constructed. This alternative would still impact approximately 0.029 acre of freshwater
wetlands and 0.020 acre of coastal wetlands associated with the construction of the
marina. Based on estimates obtained by the engineer, it would cost approximately
$4,000,000 ($2,500 per linear foot of bridge; average bridge length of 68 10 to construct
these bridges. Because of these costs, this option is not economically feasible.
4. Original Site Plan
The original site plan that was submitted as part of the Environmental Assessment review
process proposed twenty-seven road crossings with 3.64 acres of wetland impact and 285
linear feet of stream impact (Figure 7). To accommodate comments received from
various agencies during the EA review, the applicant made significant alterations to the
site design in order to reduce wetland and stream impacts. Portions of roadways were
5.19
E V,
OEC 17 2008
10
shifted and five bridges were added. Table 2 provides the specific minimization efforts
for the residential roadways.
Table 2. Coastal Communities, Inc avoidance and minimization efforts to further reduce impacts to
wetlands and streams associated with Sunset Harbor residential roadways.
Road Crossing # Minimization Efforts
Road Crossing 1 replaced with bridge - eliminated 85 linear ft of stream impact and 1,710.26 sq ft
of wetland impact
Road Crossing 8 replaced with bridge - eliminated 100 linear ft of stream impact and 5,702.61 sq
ft of wetland impact
Road Crossing 10 shifted right-of-way to the south channelized section of stream instead of north
meandering section - reduced wetland impact from 15,706.47 sq ft
to 9,532.80 sq ft, 80 linear feet stream impact remains
Road Crossing 12 replaced with bridge - eliminated 9,402.57 sq ft of wetland impact
Road Crossing 13 replaced with cart path (pedestrian) bridge - eliminated 9,619.58 sq ft of wetland
impact
Road Crossing 14 replaced with cart path (pedestrian) bridge - eliminated 13,005.09 sq ft of
wetland impact
Road Crossing 19 shifted roadway - eliminated 1,813.54 sq ft of wetland impact
Road Crossing 20 shifted roadway - eliminated 1,132.65 sq ft of wetland impact
Road Crossing 21 shifted cul de sac - eliminated 12,109.41 sq ft of wetland impact
Road Crossing 23 shifted roadway - reduced wetland impact from 17,634.55 sq ft to 9,992.95 sq ft
Please note that even though several road crossings have been eliminated, the crossing labels
utilized in the revised plan were not updated. This was done to provide continuity when
comparing the different versions.
Preferred Project Description
The proposed project is 1,382.19 acres in size and is located within the Yellow Banks portion of
Seawatch at Sunset Harbor. The mixed-use conceptual plan includes 2,200 single-family lots,
100 multi-family units and a community marina (Figure 8).
In addition then 11? tie ?'
i L'i
DEC 17 2008
11
D M W L AINGION, NC
approximately 150 acres of open space with amenities to include pocket and linear parks and
pedestrian connectivity with greenway systems throughout the community.
Marina Village Development
Coastal Communities, Inc. proposes to construct a 1,275 ft x 330 ft upland marina basin
containing 267 permanent wet slips along the Atlantic Intracoastal Waterway (Figure 9). The
marina basin will be accessed via a 90 ft x 360 ft entrance channel. The proposed marina will be
a floating system. Slips will be 30 ft, 35 ft, 40 ft, 45 ft, 50 ft, and 55 ft in length (Figure 10).
Pilings will anchor the floating dock system and serve to separate individual slips. Vessels will
be double loaded between fingers. There will be a total of 10 ramped access points that will be
hinged at the base of the concrete bulkhead and will feature rollers for the floating dock
structure. A designated right of way through residential lots will provide access points at all four
corners of the marina.
A boat ramp will be centrally located next to the dock master's office, providing two concrete
ramps for residents of Seawatch at Sunset Harbor. A wooden floating dock will separate the two
ramps and will provide temporary tie-up slips for boaters utilizing the ramps.
The planned basin will be located entirely within upland portions of the tract. The majority of
the proposed entrance channel will be located in upland areas; however, portions of the channel
will be located within the narrow coastal marsh fringe and extending into the Atlantic
Intracoastal Waterway. The proposed entrance channel will impact approximately 0.020 acre
(857 so of coastal wetlands and 0.029 acre (1,281.87 so of freshwater wetlands. Dredging is
proposed to a final depth of -8 feet MLW to assure safe navigation for intended clientele (Figure
11). Approximately 398,000 cu. yd. of sediment will be excavated for the proposed marina.
Turbidity and suspended sediment loading will be minimized by excavating the proposed marina
basin (approximately 333,850 cu. yd.) first, leaving a small plug near the outer end of the
entrance channel. A settling period (minimum of two days) will pass prior to the removal of the
plug. The marina entrance channel (approximately 64,150 cu. yd.) will then be excavated
including access to the AIWW. Erosion and sediment control practices will be routinely
inspected and maintained during excavation. Excavated materials will be hauled to up d .are.
otr, QED
12 DEC 17 2008

to the north of the marina village (Figure 12). Silt fencing will be placed around all dry
excavated materials for sediment and erosion control purposes. A mulch or stone berm will be
placed around all wet spoil materials for sediment and erosion control purposes.
There are four fixed crabbing docks proposed along the Atlantic Intracoastal Waterway. These
crabbing docks will not have motor boat tie-ups and will be accessed by a fixed elevated
walkway, 6 feet in width. There will be a covered gazebo at the waterward end of each elevated
walkway (Figure 13).
Upland development of the marina village will include 117 residential lots, installation of
bulkhead tie-backs, construction of a dock master's building, pedestrian oriented structures,
sidewalks and landscaping (Figures 14, 15). Approximately 300 parking spaces will be
provided. Sixty spaces will be located adjacent to the dock master's building. Remaining
parking spaces, including truck and trailer parking, will be located in close proximity to the north
and northeast of the dock master's building.
Upon completion, the marina will remain private for use by residents and guests of Seawatch at
Sunset Harbor. It will be the marina policy to allow no overboard discharge of wastes. This
policy will be clearly designated with appropriate signage. No fueling, maintenance or marine
services are proposed. A full-time dock master will be on-site once construction is complete.
The dock master's building will be centrally located for supervision and safety purposes. A
permanent pumpout station will also be centrally located adjacent to the boat ramp and clearly
designated. The pumpout facility will tie into the Town of Oak Island sanitary sewer services.
Dry stand piping has been incorporated into the marina design to aid in fire fighting. Additional
safety features include an emergency spill response kit and fire extinguishers.
Remaining Development
Throughout the remainder of the tract, approximately 2,200 single-family lots and 100 multi-
family units are proposed. A total of twenty-four wetland and stream crossings are proposed for
the purposes of roadways, cart bridges and pedestrian access (Figure 8; 16-71). Four of the
proposed road crossings are existing dirt road crossings or natural upland areas that require
Wit
13 OCC 17 2008
J-)C%A,i kA133 Ai IiAA ?-IT.-??; ??r
improvements of existing conditions to conform to the rest of the community roadways and will
be paved upon completion. Three crossings are cart path bridges that will provide access to the
marina and connectivity to neighboring phases of development (Figures 40, 42, & 65). Four of
the proposed crossings will be roadway bridges that will span from uplands to uplands, thereby
avoiding impacts to wetlands and streams (Figures 16, 30, 38, & 62). The bridge proposed over
Davis Creek near the eastern edge of the property will span from uplands to uplands, with pilings
located in wetlands as required by the structural engineer (Figures 60-64). Please note that this
bridge will be partially constructed on property owned by the USACE and the applicant is
currently in negotiation with the USACE to allow construction of the proposed bridge on
USACE property. This crossing will provide the USACE access to an adjacent dredge disposal
site.
Culvert sizes and quantities were designed to allow for adequate stormwater considerations,
wetland connectivity and public utility placement (Figure 68). In addition, roadway sections
were limited to 24 ft from back-of-curb to back-of-curb in most of the proposed corridors to
further reduce impacts to wetlands and streams. All subdivision roadways will remain private
upon completion.
Stormwater Information
A State Stormwater Management Permit will be secured for the Manna Village prior to the
issuance of a CAMA Major Permit and an Individual 404 Permit and 401 Water Quality
Certification. A State Stormwater Management Permit Number SW8070316 for Phase 13A of
the Yellow Banks Tract has already been secured. This site has been designed to collect and
infiltrate the first one and one half inch of stormwater runoff from all impervious surfaces. All
stormwater runoff from impervious surfaces throughout the Yellow Banks Tract will be collected
and treated in an engineered stormwater treatment system in accordance with 15A NCAC 2H
.1000 rules and the North Carolina 2007 Stormwater Best Management Practices Manual.
Project areas located within one half mile of and draining to the Atlantic Intracoastal Waterway
and Mullets Creek, both class SA HQW waters located in the Lumber River Basin, will be
designed to collect and infiltrate, at a minimum, the first one and one half inch oNt6rr er ;
DEC 17 2008
14
ICMi`11I1, NC
runoff from all impervious surfaces. Project areas located greater than one half mile of or not
draining to class SA HQW waters will be designed to collect and treat the first one inch of
stormwater runoff from all impervious surfaces through the use of approved stormwater best
management practices. In addition, project areas located within the Oak Island Extra Territorial
Jurisdiction (ETJ) will be designed to collect and treat the first one and one half inch of
stormwater runoff from all impervious surfaces through the use of approved stormwater best
management practices in accordance with the Town of Oak Island Stormwater Ordinance.
The SeaWatch at Sunset Harbor development is excluded from the post-construction practices
required by the Session Law 2006-246, Senate Bill 1566, which went into effect on July 1, 2007.
In addition the development is excluded from Session Law 2008-211, Senate Bill 1967, which
went into effect on October 1, 2008. The development is excluded from these requirements
through vested rights that were established prior to July 1, 2007 by securing Planned Unit
Development (PUD) approval from Brunswick County and Master Plan Approval from the
Town of Oak Island. The project is required to meet the Brunswick County and the Town of
Oak Island Stormwater Ordinances. These ordinances include post development discharge rates
that are more stringent than the Phase II NPDES Stormwater Management Post-Construction
Regulations.
For portions of the project where the stormwater system has not been designed, designing the
stormwater treatment systems under the new rules will be considered. In addition, a deed
restriction that requires property owners to pickup after their pets to reduce a source of fecal
loading to the aquatic system will be recorded.
A State Approved Sedimentation and Erosion Control Plan will also be secured prior to the
issuance of a CAMA Major Permit and an Individual 404 Permit and 401 Water Quality
Certification. Through the Sedimentation and Erosion Control Plan Approval process, a General
NPDES Stormwater Permit for Construction Activities will also be secured.
3
DEC 17 2008
15 D%;NI W,LI MINGTON, 'SIC
Environmental Impacts
All anticipated impacts within the Division of Coastal Management Areas of Environmental
Concern and to 404 wetlands for the entire Seawatch at Sunset Harbor were addressed within an
Environmental Assessment. This EA has received a Finding of No Significant Impact (FONSI).
Wetlands
In order to safely accommodate residential, two-way traffic and provide connectivity to upland
areas within the Seawatch at Sunset Harbor community, there will be twenty-four (24) wetland
crossings, one of which is also a perennial stream crossing. Four of these crossings are widenings
of existing dirt roads or natural uplands. The necessary road crossings will result in fill impacts
to 2.0 acres of wetlands and 80 linear feet of perennial stream throughout the development
(Figures 16-66).
To construct the proposed marina entrance channel, there will be excavation impacts to
approximately 0.020 acre (857.33 so of coastal marsh wetlands and 0.029 acre (1281.87 so of
freshwater wetlands (Figure 67). Special care was taken during the planning process to position
the entrance channel in an area that is largely void of marsh vegetation.
Threatened and Endangered Species
The proposed project includes a marina that will likely increase boat traffic in this section of the
Atlantic Intracoastal Waterway. This could negatively affect manatees, sea turtles, and American
alligators. To offset this potential impact, boaters will be instructed by marina staff to maintain
slow speeds until they reach deep waters. This project is not expected to impact any federally-
protected species. The NC Wildlife Resources Commission and the NC Natural Heritage
Program concurred with this conclusion.
Water Resources
The marina entrance channel plug excavation and piling installation for the crabbing docks may
result in localized increased turbidity and suspended sediment concentrations within the Atlantic
Intracoastal Waterway. However, increased turbidity and suspended sediment will be short-lived
due to settling and dilution. Turbidity and suspended sediment loading will b i im V
16
DEC 17 2008
is w1lmji1 Gfo?l, N,
excavating the marina basin first, leaving a small plug near the outer end of the entrance channel.
A settling period (minimum of two days) will pass prior to the removal of the plug.
Proposed Mitigation
Wetlands/Streams
To mitigate for impacts to aquatic resources, approximately 470 acres of wetlands and 6,500
linear feet of stream within the Seawatch at Sunset Harbor Community are being preserved. In
addition, the applicant proposes to buy into the NC Ecosystem Enhancement Program (NC EEP)
for the restoration of two acres of non-riparian wetlands.
Coastal Communities, Inc., in cooperation with the project engineer, has made significant
alterations to the residential roadways throughout the community in order to reduce and further
mitigate wetland and stream impacts. The original project detailed 3.64 acres of wetland impact
from road crossings, which has now been reduced to 2.0 acres of freshwater wetland impact.
Stream impacts have been reduced from 285 linear feet to 80 linear feet. This was accomplished
by shifting portions of roadways and utilizing bridges. All deckboards will be at least three feet
above marsh substrate. Four of the proposed road crossings will be positioned to overlap at
existing dirt road crossings or uplands in order to reduce wetland and stream impacts.
Additionally, the applicant will construct four roadway bridges to span sensitive areas to further
minimize impacts (Sites 1, 8, 12, & 26). Three wooden cart path bridges are also proposed across
wetlands (Sites 13, 14, & 27) to minimize impacts to hydrology within the Sunset Harbor Ash
Swamp habitat.
In addition, all lots are buildable without wetland fill. The covenants of the subdivision address
wetland restrictions on individual lots and contain the following language: "Certain homesites
may contain wetlands subject to US Army Corps of Engineers regulatory jurisdiction. Filling,
grading, excavating and other land disturbing activities are prohibited in such wetlands on any
homesite." These covenants were recorded in the Brunswick County Register of Deeds on
November 26th, 2003 (Book 1864/Page 745).
17
,I
DEC 17 2008
When determining the location of the proposed marina, care was taken to minimize impacts to
wetland and salt marsh habitat by positioning the marina entrance channel in an area with only a
narrow fringe of coastal marsh. The preferred alternative to construct an upland basin marina
will result in a minimization of disturbance to public trust bottom. In addition, special
consideration was put into marina excavation procedures in order to minimize turbidity and
suspended sediment loading to neighboring waterbodies.
Water Resources
Marina entrance channel plug excavation and piling installation for the crabbing docks may
result in localized increased turbidity and suspended sediment concentrations within the Atlantic
Intracoastal Waterway. However, increased turbidity and suspended sediment will be short-lived
due to settling and dilution. Turbidity and suspended sediment loading will be minimized by
excavating the marina basin first, leaving a small plug near the outer end of the entrance channel.
A settling period (minimum of two days) will pass prior to the removal of the plug.
In response to concerns regarding the water quality of marinas and subsequent effects on
adjacent coastal waters, the North Carolina Division of Water Quality requires that new marinas
and marina expansion projects demonstrate dissolved oxygen concentrations meeting or
exceeding the NC state standard of 5.0 milligrams per liter. As a result, Land Management
Group, Inc. generated a dissolved oxygen model for the proposed marina (Appendix H of the
EA). The model forecasts that dissolved oxygen concentrations within the proposed marina
basin will meet or exceed the NC state standard of 5.0 milligrams per liter.
The marina policy will be to allow no overboard discharge of waste. A full-time dock master
will be on-site once construction is complete. A pumpout system will be located next to the boat
ramp and will tie into Oak Island sewer. There will also be an emergency spill response kit
available on the dock.
A State Approved Sedimentation and Erosion Control Plan will also be secured prior to the
issuance of a CAMA Major Permit and an Individual 404 Permit and 401 Water Quality
Certification. Through the Sedimentation and Erosion Control Plan Approvabcerrlei
DEC 17 2008
18
DL-M 'rqitMiPBGT0iN; NC
NPDES Stormwater Permit for Construction Activities will also be secured. Silt fence shall be
placed anywhere disturbance for the site is near any wetlands or the Intracoastal Waterway.
Temporary sediment traps and/or basins will be designed and constructed as needed to further
control runoff from the site. Wire and. gravel inlet protection and inlet sumps may also be used
to retain sediment on site.
C
DEC 17 2008

19
BON MP-1
APPLICATION for C?WV191
Malor Development Permit o FEB 5 2009
(last revised 12/27106) DENppR.?WATE LITY ?
North Cal'OITI1a" ISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name Project Name (if applicable)
Coastal Communities, Inc. Seawatch at Sunset Harbor
Applicant 1: First Name MI Last Name
Sheldon Tucker
Applicant 2: First Name MI Last Name
NA NA NA
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address PO Box City State
131 Ocean Beach Blvd. Holden Beach NC
ZIP Country Phone No. FAX No.
28462 Brunswick 910 - 842 - 4939 ext. 910 - 75 4 - 7034
Street Address (if different from above) City State ZIP
NA Na NA NA-
Email
NA
2. Agent/Contractor Information '
Business Name
Land Management Group Inc.
Agent/ Contractor 1: First Name MI Last Name
Jenny Johnson
Agent/ Contractor 2: First Name MI Last Name
Mailing Address PO Box City State
PO BOX 2522 Wilmington NC
ZIP Phone No. 1 one No. 2
28402 910 - 452 - 000 1 ext. - ext.
FAX No. Contractor #
910 452 0060
Street Address (if different from above) City State ZIP
3805 Wrightsville Ave Wilmington NC 28403-
Email
jjohnson@lm
rou
net
g
p.
<Form continues on back>
DEC 17 2008
DCI11 WIL'NJINGTON, NC
263-306-2603 .. 1-638-4RCVP S1' .. v?snrf;,rm?; rra?t lavraeaa eas'erat,r?et
Form DCM MP-1 (Page 2 of 5)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple) Street Address State Rd. #
Brunswick Sunset Harbor Road 1112
Subdivision Name City State Zip
Seawatch at Sunset Harbor NA NC NA -
Phone No. Lot No.(s) (if many, attach additional page with list)
NA- - ext. NA,
a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project
AIWW
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 AIWW
e. Is proposed work within city limits or planning jurisdiction? f. If applicable, list the planning jurisdiction or city limit the proposed
®Yes ?No work falls within.
Town of Oak Island
4. Site Description " .
a. Total length of shoreline on the tract (ft.) b. Size of entire tract (sq.ft.)
3,900 in Marina Village Phase 1382.19 acres
c. Size of individual lot(s) d. Approximate elevation of tract above NHW (normal high water) or
Marina Village - no lots platted to date, NWL (normal water level)
14' ?NHW or ®NWL
(If many lot sizes, please attach additional page with a list)
e. Vegetation on tract
Native trees, shrubs and grasses.
f. Man-made features and uses now on tract
Marina Site - previously used for spoil disposal. Dirt roads at Phase 13A
g. Identify and describe the existing land uses adiacent to the proposed project site.
Residential
h. How does local government zone the tract? i. Is the proposed project consistent with the applicable zoning?
PUD R7500 - Brunswick County (Attach zoning compliance certificate, if applicable)
R 20000 - Oak Island ETJ ®Yes ?No ?NA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? ?Yes ®No
k. Has a professional archaeological assessment been done for the tract? If yes, attach a copy. ®Yes ?No ?NA
If yes, by whom? Brockington and Associates, Inc
1. Is the proposed project located in a National Registered Historic District or does it involve a ?Yes ®No Q
National Register listed or eligible property? ,
<Form continues on next page> ? 7 11.0G
252-808-2808 :: 1-888-4RCOAST :: www.necoastallmana ee?ts51?. e'ti`t?? J ? ?"
Form DCM MP-1 (Page 3 of 5)
APPLICATION for
Major Development Permit
m. (i) Are there wetlands on the site? ®Yes ?No
(ii) Are there coastal wetlands on the site? ®Yes ?No
(iii) If yes to either (i) or (ii) above, has a delineation been conducted? ®Yes ?No
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
None
o. Describe existing drinking water supply source.
None
p. Describe existing storm water management or treatment systems.
None
5. Activities and Impacts
a. Will the project be for commercial, public, or private use? ?Commercial ?Public/Government
®Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
The proposed marina village will compliment a larger planned unit development and will provide boating and recreational
opportunities for the Seawatch at Sunset Harbor residential community. The proposed community road crossings will serve
to provide access and traffic circulation to the future upland development areas of the entire Seawatch at Sunset Harbor
Community as represented in the approved planned unit development.
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.
Standard construction methods and equipment. Equipment will be stored on upland portions of the property.
d. List all development activities you propose.
Construction of a 1,275 ft x 330 ft upland marina basin containing 267 permanent wet slips, a 90 ft x 360 ft entrance channel,
a boat ramp, dock master's office, four fixed crabbing docks, roads utilities and infrastructure for the marina village upland
development, twenty-four wetland/stream crossings, including four roadway bridges and three cart path bridges.
e. Are the proposed activities maintenance of an existing project, new work, or both? New work
f. What is the approximate total disturbed land area resulting from the proposed project? 65 acres in Marina Village
19 acres - marina stockpile and haul
road disturbance
?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.
Limited surface runoff.
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 !s c 1 -11 C:
j. Is there any mitigation proposed? ®Yes ?No A:
If yes, attach a mitigation proposal. '7 1011,?
I„lLtr i I I",--
11,r 252-808-2308 .. 1-888-std COAST .. www.nccoastaI nana91;,n w!n,v
Form DCM MP-1 (Page 4 of 5)
<Form continues on back>
APPLICATION for
Major Development Permit
6. Additional Infonnadon
In addition to this completed application form, (MP-1) the following items below, if applicable, must be submitted in order for the application
package, to be complete. `Items (a) - (0 are always applicable to any major development application. Please consult the application
instruction booklet on how to properly prepare the required items below.
a. A project narrative.
b. An accurate, dated work plat (including plan view and cross-sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed.
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties.
e. The appropriate application fee. Check or money order made payable to DENR.
f. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such
owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in
which to submit comments on the proposed project to the Division of Coastal Management.
Name Ladane Williamson and Odell De'Carole Phone No.
Address PO Box 2588 Shallotte, NC 28459
Name State of North Carolina Phone No.
Address State Property Office 116 West Jones Street Raleigh, NC 27603
Name W.D. Boling and Roy Boling Phone No.
Address 561 Lockwood Folly Road Bolivia, NC 28422 r
Name Tolle Commercial Properties,
Address 475 Bent Creek Trail Kemersville, NC 27284
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
NA
h. Signed consultant or agent authorization form, if applicable.
i. Wetland delineation, if necessary.
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner)
k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1-10), if necessary. If the project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act.
7. Certification and Permission to Enter on Land
I understand that any permit issued in response to this application will allow only the development described in the application.
The project will be subject to the conditions and restrictions contained in the permit.
I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to
enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up
monitoring of the project.
I further certify that the information provided in this application is truthful to the best of my knowledge.
Date I X111 C??S Print Name Jenny Johnson, Land Management Group, Inc.
J n
S
ignature '
ED
Please indicate application attachments pertaining to your proposed project. DEC 1 7 2008
®DCM MP-2 Excavation and Fill Information ®DCM MP-5 Bridges and Culverts
E)GN, A/IL. ApaGTON NC
252-808-2808 :- 1-888-4RCOAST :: www.necoastalananagament.net
Form DCM MP-1 (Page 5 of 5)
®DCM MP-3 Upland Development
®DCM MP-4 Structures Information
APPLICATION for
Major Development Permit

DEC 17 2008
DCNI WILMINGTON, NC;
252-808-2808 :: 1-888-4RCCAST :: www.nccoastaImanagement.net
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 Canal Boat Basin Boat Ramp Rock Groin Rock (excluding
(NLW or Breakwater shoreline
NWL stabilization
Length 360 1275 100
Width 90 330 43
Avg. Existing '

Depth +10 +12' +12' NA NA
Final Project ' '

Depth -8 -8' -8' NA NA
f 1. `EXCAVATION []This section not applicable
a. Amount of material to be excavated from below NHW or NWL in b. Type of material to be excavated.
cubic yards. D d '1 1 1 H
4,160 c.y
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 857.33 ?SAV ?SB
OWL 1281.87 - 404 impacts []None
(ii) Describe the purpose of the excavation in these areas:
Upland basin access channel.
IV ge spoi , oca - .
d. High-ground excavation in cubic yards.
393,840 c.y.
2. DISPOSAL OF EXCAVATED MATERIAL []This section not applicable
a. Location of disposal area. b. Dimensions of disposal area.
Upland portions of the property north of the marina village. Multiple irregular areas. See Figure 9.
C. (i) Do you claim title to disposal area?
®Yes ?No ?NA
(ii) If no, attach a letter granting permission from the owner.
d. (i) Will a disposal area be available for future maintenance?
[]Yes ®No ?NA
(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
?WL ®None
(ii) Describe the purpose of disposal in these areas:
NA
f. (i) Does the disposal include any area in the water?
?Yes ®No ?NA
(ii) If yes, how much water area is affected?
a
DEC 17 2008
L>CM y ILMfl11V"l1. N, NC
252-808-2808 :: 1-888-4RCOAST :: www.ncccastalmanagernent.net revised: 12/26/06
Form DCM MP-2 (Excavation and Fill, Page Z of 2)
3. SHORELINE STABILIZATION ?This section not applicable
(If development is a wood groin, use MP-4 - Structures)
a. i ype of snoreiine stabilization:
EBulkhead ?Riprap ?Breakwater/Sill ?Other:
c. Average distance waterward of NHW or NWL: 0
e. Type of stabilization material:
Concrete, wooden or composite bulkhead material.
g. Number of square feet of fill to be placed below water level
Bulkhead backfill 0 Riprap NA
Breakwater/Sill NA Other NA
I. Source of fill material.
NA
b. Length: 3.930'
Width: V
d. Maximum distance waterward of NHW or NWL: 0
f. (i) Has there been shoreline erosion during preceding 12
months?
?Yes ?No ENA
(ii) If yes, state amount of erosion and source of erosion amount
information.
h. Type of fill material.
NA
4. OTHER FILL ACTIVITIES ?This section not applicable
(Excluding Shoreline Stabilization)
a. ti/ vvw nn material be brought to the site! t2gYes LINO LJNA
If yes,
(ii) Amount of material to be placed in the water see details
(iii) Dimensions of fill area see details
(iv) Purpose of fill
installation of roads
5. GENERAL -
a. How will excavated or fill material be kept on site and erosion
controlled?
Approved erosion and sedimentation control practices and
approved sediment and erosion control plan
c. (i) Will navigational aids be required as a result of the project?
?Yes ENo ?NA
(ii) If yes, explain what type and how they will be implemented.
iz-f? -©t5
Date
5eawatch at Sunset Harbor
Project Name
b. (i) Will fill material be placed in 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
EWL 86,949.93 ?None
(ii) Describe the purpose of the fill in these areas:
installation of roads, wetland/stream crossings
b. What type of construction equipment will be used (e.g., dragline,
backhoe, or hydraulic dredge)?
Dragline, backhoe, etc.
d. (i) Will wetlands be crossed in transporting equipment to project
site? ?Yes ENo ?NA
(ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
Coastal Communities, Inc.
- Applicant Name
l EI
Applicant Si ature
DEC 17 2008
i'1 t'"; ?!!1 ?1'I 1. ?? (i3 +? ? ?3 ?'? ? ?.
252-80$-2$08 :: 1-88$-4RCQ39?,T:: ar?vw.aeccoastalra?araae?ernent.seet revised: 12126/06
Form DCM MP-3
UPLAND DEVELOPMENT
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
GENERAL UPLAND DEVELOPMENT
a. Type and number of buildings, facilities, units or structures b. Number of lots or parcels.
proposed. 00 ' 1 f '1 'd d 100
One 80'x 100' Harbor Master Building, Three covered
pavilions.
Approximately 22 sing a ami y rest ences an
multi-family residences
c. Density (give the number of residential units and the units per
acre).
1.66 Units per acre.
e. If the proposed project will disturb more than one acre of land, the
Division of Land Resources must receive an erosion and
sedimentation control plan at least 30 days before land-disturbing
activity begins.
(i) If applicable, has a sedimentation and erosion control plan been
submitted to the Division of Land Resources?
?Yes ®No ?NA
(ii) If yes, list the date submitted: Submittal Pending
g. Give the percentage of the tract within the coastal shoreline AEC to
be covered by impervious and/or built-upon surfaces, such as
pavement, building, rooftops, or to be used for vehicular driveways
or parking.
Approx. 6.64%
i. Give the percentage of the entire tract to be covered by impervious
and/or built-upon surfaces, such as pavement, building, rooftops,
or to be used for vehicular driveways or parking.
30%
j. Describe proposed method of sewage disposal.
Tie into the Town of Oak Island's system
1. Describe location and type of proposed discharges to waters of the
state (e.g., surface runoff, sanitary wastewater, industrial/
commercial effluent, "wash down" and residential discharges).
Minimal surface runoff and residential discharges.
Stormwater runoff will be handled by engineered
stormwater devices as detailed in stormwater plan.
d. Size of area to be graded, filled, or disturbed including roads,
ditches, etc.
65 acres in marina village, 19 acres for marina disposal
area
f. List the materials (such as marl, paver stone, asphalt, or concrete)
to be used for impervious surfaces.
Marl, paver stone, asphalt, concrete.
h. Projects that require a CAMA Major Development Permit may also
require a Stormwater Certification.
(i) Has a site development plan been submitted to the Division of
Water Quality for review?
?Yes ®No ?NA
(ii) If yes, list the date submitted: Submittal Pending
k. Have the facilities described in Item (i) received state or local
approval?
?Yes ®No ?NA
If yes, attach appropriate documentation.
m. Does the proposed project include an innovative stormwater
design?
?Yes ®No ?NA ? C
If yes, attach appropriate documentation.
DEC 17 2008

252-808-285 82 :: 1-888-4RC0AS,ST :: www.ricccastalmanaaemerit.net revised: 12126106
Form DCM P-3 (Upland Development, Page 2 of 2)
m. Describe proposed drinking water supply source (e.g., well,
community, public system, etc.)
Brunswick County and/or Town of Oak Island water supply
o. When was the lot(s) platted and recorded?
Lots in Phase 13A were platted 10/31/07; all other lots have
not yet been platted.
n. (i) Will water be impounded? ?Yes ®No ?NA
(ii) If yes, how many acres?
p. If proposed development is a subdivision, will additional utilities be
installed for this upland development?
®Yes ?No ?NA

Date
Seawatch at Sunset Harbor
Project Name -
Coastal Communities, Inc.
Applicant Name
y
Applicant nature
RE,'E i 'k e
DEC 17 2008

2 2-808-2808 :: 1.888-411COAST :: www.riccoastallmanagernent.net revised: 12126106
Form DCM MP-4
STRUCTURES
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
1. DOCKING FACILITY/MARINA CHARACTERISTICS []This section not applicable
a. (i) Is the docking facility/marina: b. (i) Will the facility be open to the general public?
[]Commercial ?Public/Govemment ®Private/Community []Yes ®No
c. (i) Dock(s) and/or pier(s) d. (i) Are Finger Piers included? ®Yes ?No
(ii) Number 13 (9 Floating Docks, 4 Fixed Piers) If yes:
(iii) Length Floating Docks: 94', 650',580', 90', 575', 610', (ii) Number 139
610'. 70', 607' (iii) Length 4 Q 29', 36 (& 30', 8 (a) 33', 29 Co) 35', 4 a.
Fixed Piers: 45', 92', 92', 197' 39', 26 aD- 40', 1 an. 43', 2 Co. 44', 13 d) 45', 2 @ 47', 9 (a),
(iv) Width Floating Docks:8', 8', 10', 6', 8', 8', 10', 6', 8' 50', 1 (o. 53', 4 @ 55'.
Fixed Piers all at 6' (iv) Width 3.5'-8'
(v) Floating ®Yes ®No
(v) Floating ®Yes ?No
e. (i) Are Platforms included? ®Yes []No f. (i) Are Boatlifts included? ?Yes ENo
If yes: If yes:
(ii) Number 4 (ii) Number
(iii) Length 2 (50 24, 2 @ 16' (iii) Length
(iv) Width 2 (@24, 2 (N 16' (iv) Width
(v) Floating ?Yes ®No
Note: Roofed areas are calculated from dripline dimensions.
g. (i) Number of slips proposed h. Check all the types of services to be provided.
267 ? Full service, including travel lift and/or rail, repair or
(ii) Number of slips existing maintenance service
0 ? Dockage, fuel, and marine supplies
E Dockage ("wet slips") only, number of slips: 267
[] Dry storage; number of boats:
® Boat ramp(s); number of boat ramps: 1 double access ramp
? Other, please describe:
i. Check the proposed type of siting: j. Describe the typical boats to be served (e.g., open runabout,
® Land cut and access channel charter boats, sail boats, mixed types).
[]Open water; dredging for basin and/or channel Mixed types.
[]Open water; no dredging required
[]Other; please describe:
E 01
RECD
k. Typical boat length: 30'-60' I. (i) Will the facility be open to the general public?
DEC 17 2008
DCM WILMINGTON, NC
262-808-2808 :: 1-888-4RCOAST :: www.necoastaimanagement.nea revises: 12/27/06
For DOM MF-4 (Structuares, Page 2 of 4)
m. (i) Will the facility have tie pilings? ?Yes ®No
?Yes NNo
(ii) If yes number of tie pilings?
2. DOCKING FACILITY/MARINA OPERATIONS
?This section not applicable.
a. Check each of the following sanitary facilities that will be included in the proposed project.
? Office Toilets
N Toilets for patrons; Number: 14; Location: Dockmaster/Marina Clubhouse
? Showers
® Boatholding tank pumpout; Give type and location: Pumpout adjacent to boat ramp.
b. Describe treatment type and disposal location for all sanitary wastewater.
Community sewer to tie into the Town of Oak Island
c. Describe the disposal of solid waste, fish offal and trash.
Dumpsters
d. How will overboard discharge of sewage from boats be controlled?
No overboard discharge policy
e. (i) Give the location and number of "No Sewage Discharge" signs proposed.
One at marina entrance channel
(ii) Give the location and number of "Pumpout Available" signs proposed.
Two. One at marina entrance channel, one at pumpout station.
f. Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products.
NA
g. Where will residue from vessel maintenance be disposed of?
NA
h. Give the number of channel markers and "No Wake" signs proposed. Two channel entrance.
i. Give the location of fuel-handling facilities, and describe the safety measures planned to protect area water quality.
NA
j. What will be the marina policy on overnight and live-aboard dockage?
No live-aboard dockage.
k. Describe design measures that promote boat basin flushing?
90' Wide entrance channel, tapered depths in the basin comers

DEC 17 2008
DCM Wi(.WAGTON, NCI
252-808-2808 :: 1-888-4111COAST :: www.ncccastaimanagement. nel revised: 12127105
Form DC P-4 (Structures, Page 3 o 4)
1. If this project is an expansion of an existing marina, what types of services are currently provided?
NA
m. Is the marina/docking facility proposed within a primary or secondary nursery area?
[]Yes ®No
n. Is the marina/docking facility proposed within or adjacent to any shellfish harvesting area?
?Yes ENo
o. Is the marina/docking facility proposed within or adjacent to coastal wetlands/marsh (CW), submerged aquatic vegetation (SAV), shell bottom
(SB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected.
®CW 857.33 ?SAV ?SB
OWL 1281.87 - 404 impacts []None
p. Is the proposed marina/docking facility located within or within close proximity to any shellfish leases? ?Yes SNo
If yes, give the name and address of the leaseholder(s), and give the proximity to the lease.
3. BOATHOUSE (including covered lifts) ®This section not applicable
a. (i) Is the boathouse structure(s):
[]Commercial ?Public/Government []Private/Community
(ii) Number
(iii) Length
(iv) Width
Note: Roofed areas are calculated from dnpline dimensions.
4. GROIN (e.g., wood, sheetpile, etc. If a rock groin, use MP-2, Excavation and Fill.) ®This section not applicable
a- (i) Number
(ii) Length
(iii) Width
5. BREAKWATER (e.g., wood, sheetpile, etc.) This section not applicable
a. Length
b. Average distance from NHW, NWL, or wetlands
c. Maximum distance beyond NHW, NWL or wetlands
6. MOORING PILINGS and BUOYS - ®This section not applicable
a. Is the structure(s):
[]Commercial ?Public/Government []Private/Community
c. Distance to be placed beyond shoreline
Note: This should be measured from marsh edge, if present.
b. Number
d. Description of buoy (color, inscription, size, anchor, etc.)

1 7 '1t if;'2
DEC
I)C?it v/1,L%l iINGT00 1, NC
252-808-2808 :: 1-888-4RCCA5T :: vjww.ncccastallmanacgernent.net revised: 12127/06
Form M MF-4 (Structures, Page 4 of )
e. Arc of the swing
7. GENERAL
a. Proximity of structure(s) to adjacent riparian property lines b. Proximity of structure(s) to adjacent docking facilities.
Approx. 2000' Greater than 2000'
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body
Approx 400'
d. Water depth at waterward end of structure at NLW or NWL
Gazebos at approx. 0' NLW
e. (i) Will navigational aids be required as a result of the project?
?Yes ®No ?NA
(ii) If yes, explain what type and how they will be implemented.
8. OTHER
®This section not applicable
a. Give complete description:
/; -/& -b
Date
Seawatch at Sunset Harbor
Project Name
Coastal Communities, Inc.
Applicant Name
Applicant Sign6re
IV
DEC 17 2008
DCM WII;.MI GTO N, NC
252-808-2868 :: 1-883-4RCOAST :: w+raw.ticcoastaimanagement.net revised: 12/27106
Form OCM MP-5
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.
1. BRIDGES This section not applicable
a. Is the proposed bridge:
?Commercial ?Public/Govemment ®Private/Community
c. Type of bridge (construction material):
Wood and or reinforced concrete. See details.
e. (i) Will proposed bridge replace an existing bridge? ?Yes ENo
If yes,
(ii) Length of existing bridge:
(iii) Width of existing bridge:
(iv) Navigation clearance underneath existing bridge:
(v) Will all, or a part of, the existing bridge be removed?
(Explain)
9• Length of proposed bridge: See attached details
b. Water body to be crossed by bridge:
404 Wetlands (Site # 12, 13, 14, 27); Davis Creek (Site #
26); unnamed tributary (Site # 1, 8)
d. Water depth at the proposed crossing at NLW or NWL:
Davis Creek Bridge: approx -2' NLW at C/L of creek.
f. (i) Will proposed bridge replace an existing culvert? ?Yes ®No
If yes,
(ii) Length of existing culvert:
(iii) Width of existing culvert:
(iv) Height of the top of the existing culvert above the NHW or
NWL:
(v) Will all, or a part of, the existing culvert be removed?
(Explain)
h. Width of proposed bridge: See attached details
i. Will the proposed bridge affect existing water flow? ?Yes ®No j. Will the proposed bridge affect navigation by reducing or
If yes, explain: increasing the existing navigable opening? ?Yes ®No
If yes, explain:
k. Navigation clearance underneath proposed bridge: Approx 16' at I. Have you contacted the U.S. Coast Guard concerning their
MHW (Site #26). approval? ?Yes ENo
If yes, explain:
m. Will the proposed bridge cross wetlands containing no navigable n. Height of proposed bridge above wetlands: varies. See
waters? ®Yes ®No attached details.
If yes, explain: See details.
2. CULVERTS ?This section not applicable
a. Number of culverts proposed: 42
b. Water body in which the culvert is to be;
404 wetlands and widening of strew" ero h S, see
attached details. 7 NOR,

252-808-2808 :: 1-888-46tCOAS7 :: www.ncco2stalinanagement.net revised: 10/2SSM
Form 1DCM P-5 pridrges and Culverts, Page 2 of 4)
< Form continues on back>
c. Type of culvert (construction material):
Concrete, HDPE
d. (i) Will proposed culvert replace an existing bridge?
?Yes ®No
If yes,
(ii) Length of existing bridge:
(iii) Width of existing bridge:
(iv) Navigation clearance underneath existing bridge:
(v) Will all, or a part of, the existing bridge be removed?
(Explain)
e. (i) Will proposed culvert replace an existing culvert?
®Yes ®No
If yes,
(ii) Length of existing culvert(s): Varies, see details
(iii) Width of existing culvert(s): Varies, see details
(iv) Height of the top of the existing culvert above the NHW or
NWL: Varies, see details
(v) Will all, or a part of, the existing culvert be removed?
(Explain) All existing culverts will be removed and
replaced.
f• Length of proposed culvert: Varies, see details
h. Height of the top of the proposed culvert above the NHW or NWL.
Varies, see details
j. Will the proposed culvert affect navigation by reducing or
increasing the existing navigable opening? ?Yes ®No
If yes, explain:
9. Width of proposed culvert: Varies, see details
i. Depth of culvert to be buried below existing bottom contour.
See detail sheets
k. Will the proposed culvert affect existing water flow?
If yes, explain:
?Yes ®No
3. EXCAVATION and FILL ? This section not applicable
a. (i) Will the placement of the proposed bridge or culvert require any
excavation below the NHW or NWL? ?Yes ONo
If yes,
(ii) Avg. length of area to be excavated:
(iii) Avg. width of area to be excavated:
(iv) Avg. depth of area to be excavated:
(v) Amount of material to be excavated in cubic yards:
c. (i) Will the placement of the proposed bridge or culvert require any
high-ground excavation? ?Yes ®No
If yes,
(ii) Avg. length of area to be excavated:
(iii) Avg. width of area to be excavated:
(iv) Avg. depth of area to be excavated:
(v) Amount of material to be excavated in cubic yards:
UC M VlSLMITAGION, NC
b. (i) Will the placement of the proposed bridge or culvert require any
excavation within 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
(ii) Describe the purpose of the excavation in these areas:
NA
IE? 12 , 0
252-808-23G8 :: 1-888-4RCOA T :: www.necoastaImanagement.net revised: 10/26106
Form DC MP-5 (Bridges and ;Culverts, Page 3 of 4)
d. If the placement of the bridge or culvert involves any excavation, please complete the following:
(i) Location of the spoil disposal area: NA
(ii) Dimensions of the spoil disposal area: NA
(iii) Do you claim title to the disposal area? ?Yes ?No (If no, attach a letter granting permission from the owner.)
(iv) Will the disposal area be available for future maintenance? ?Yes ?No
(v) Does the disposal area include any coastal wetlands/marsh (CW), submerged aquatic vegetation (SAVs), other wetlands (WL), or shell
bottom (SB)?
?CW ?SAV ?WL ?SB ®None
If any boxes are checked, give dimensions if different from (ii) above. NA
(vi) Does the disposal area include any area below the NHW or NWL? ? ?Yes ?No
If yes, give dimensions if different from (ii) above. NA
(i) Will the placement of the proposed bridge or culvert result in any
fill (other than excavated material described in Item d above) to
be placed below NHW or NWL? ®Yes ?No
If yes,
(ii) Avg. length of area to be filled: 80
(iii) Avg. width of area to be filled: approx - 10'
(iv) Purpose of fill: Site 10 is a stream crossing that is a
widening of an existing road.
e.
9
(i) Will the placement of the proposed bridge or culvert result in any
fill (other than excavated material described in Item d above) to
be placed on high-ground? ®Yes ?No
If yes,
(ii) Avg. length of area to be filled: Varies, see detail sheets.
(iii) Avg. width of area to be filled: Varies, see detail sheets.
(iv) Purpose of fill: Installation of roads.
f. (i) Will the placement of the proposed bridge or culvert result in any
fill (other than excavated material described in Item d above) to
be placed within 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 86.949.93 ?None
(ii) Describe the purpose of the excavation in these areas:
The purpose of the fill is for the installation of roads.
4. GENERAL
a. Will the proposed project require the relocation of any existing
utility lines? ?Yes ®No
If yes, explain:
b. Will the proposed project require the construction of any temporary
detour structures? ?Yes ®No
If yes, explain:
If this portion of the proposed project has already received
approval from local authorities, please attach a copy of the
approval or certification.
< Form continues on back>
rj? E 71
DEC 17 2008
01CM WILIMIINGTON, NC
252-808-2508 :: 1-888-4RCOAST n wwv4.nccoastalmanapernent.net revised: 10/26106
Form DCM MP-5 (Bridges and Culverts, Page 4 of 4)
c. Will the proposed project require any work channels?
?Yes ®No
If yes, complete Form DCM-MP-2.
e. What type of construction equipment will be used (for example,
dragline, backhoe, or hydraulic dredge)?
Backhoe
d. How will excavated or fill material be kept on site and erosion
controlled?
Check dams, sediment traps and silt fences will be utilized.
A sedimentation and erosion control plan will be
developed and implemented.
f. Will wetlands be crossed in transporting equipment to project site?
?Yes ®No
If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
g. Will the placement of the proposed bridge or culvert require any
shoreline stabilization? ?Yes ®No
If yes, complete form MP-2, Section 3 for Shoreline
Stabilization only.

Date
Seawatch at Sunset Harbor
Project Name `
Coastal Communities, Inc.
Applicant Name
Applicant Sioture i)
E.,IV
DEIC 17 200
DCM X11LWNGTON, NC
252-308-2808 :: 1-888-4RCOA rT :: www.necoastalmanagement.net revls,-d: 10126/06
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Map Source: North Carolina Atlas & Gazetteer. Pg. 87, 2003
Seawatch at Sunset Harbor LMG
Brunswick County, NC LAND MANAGLMENT GROUP INc.
Environmental Consultants
02-06-189
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Map Source: Lockwood's Folly Quadrangle 7.5 minute (topographic) 1990.
Seawatch at Sunset Harbor
Brunswick County, NC
LMG
LAND MANAGEMENT GROUP rvc.
Environmental Consultants
SCALE 1 " = 2000'
Figure 2.
USGS Topgraphic Map
02-06-189
RECEIVED
p 7 08
{? t # "0 i;.'i+X, N r.
-bounaanes are approximate ana are
not meant to be absolute.
Map Source: Brunswick County NRCS Soil Survey.
Seawatch at Sunset Harbor
Brunswick County, NC
LMG
LAND MANAGEMENT GROUP 3uc.
Environmental Consultants
SCALE 1 " = 2000'
Figure 3
Generalized Brunswick
County Soils Map
02-06-189
Toundaries are approximate and are `SITE
not meant to be absolute.
Map Source: Brunswick County GIS Dept., 2003 Ortho Imagery.
Seawatch at Sunset Harbor
Brunswick County, NC
RECEIVED
DEC 17 N08
0C>ji
SCALE 1" = 2000'
LMG
LAND MANAGEMENT GROUP rvc.
Environmental Consultaws
Figure 4
2004 Aerial Photograph
02-06-189 ,
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Map Source: Lockwoods Folly Quadrangle 7.5 minute )1990. 1? SITE SCALE 1" = 2500'
Sheldon Tucker
LMG
Seawatch: Yellow Banks LANDNANAGEME.NTCROUP ?. Figure 6.
Brunswick County, NC
02-06-189 www.LMGroup.net USGS Topgraphic Map w/
Phone: [phone] •1.866.LMG.1078 Threatened & Endangered
November 2008 Fax: [phone] Species Overlay
P.O. Box 2522, Wilmington, NC 28402
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