20070926 Ver 1_CAMA Application_20070524

©~~ p 7 0 92 8
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NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor Charles S. Jones, Director William G. Ross Jr., Secretary
,~
May 22, 2007 ~ ~ ~ ~ -0 ;~~' E~ ~~`~ ` ~~~~
,`{~ ~_ a
MEMORANDUM: ~iAY ~ ~ 2001
TO: Cyndi Karoly, Supervisor ',~ ~~_,~~tr;~~ r f~~;~,~.~~~~
401 Oversight & Express Permits Unit
Division of Water Quality-Surface Water Protection
FROM: Doug Huggett, NC DENR-DCM Major Permits Coordinator
400 Commerce Ave., Morehead City, NC 28557 (Courier 11-12-09)
SUBJECT: CAMA Permit Application Review
Applicant: Lawson's Landing /Red Apple Group, LLC
Project Location: 3265 Old Ferry Rd., adjacent to the AIWW, (mainland side)
Holden Beach, Brunswick Co.
Proposed Project: development of S/D with boardwalk, utilities, road and culvert
Please indicate below your agency's position or viewpoint on the proposed project and return this
form by June 15, 2007. If you have any questions regarding the proposed project, contact Debbie
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.
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, North Carolina 28405-3845
Phone: [phone] FAX: [phone] Internet: www.nccoastalmanagement.net
An Equal Opportunity 1 Affirmative Action Employer - 50% Recycled 110% Post Consumer Paper

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME: Lawson's Landing /Red Apple Group, LLC
2. LOCATION OF PROJECT SITE: The project site is located at 3265 Old Ferry Road, adjacent to
the Atlantic Intracoastal Waterway, on the mainland side of Holden Beach, in Brunswick County.
Photo Index-2006: 4-6218; M-N, 1-8 2000: 4-40; M-N, 1-8 1998: 3-52; F, 11-14, G-H, 7-15
State Plane Coordinates - X: 2224379 Y: 62808 GPS File: N021519A
Lat:33°55'12.96490"N Long: 70°15'37.86408"W
3. INVESTIGATION TYPE: LAMA
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 2/15/07
Was Applicant Present - No
5. PROCESSING PROCEDURE: Application Received -Complete on 4/05/07
Office -Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan -Brunswick County
Classification From LUP -Transitional
(B) AEC(s) Involved: ES
(C) Water Dependent: No
(D) Intended Use: Private
(E) Wastewater Treatment: Existing -County Sewer
Planned - N/A
(F) Type of Structures: Existing - 4 existing structures to be demolished
Planned - 8single-family lot subdivision, 6-townhomes, 5 duplexes,
5 condominiums, elevated boardwalk, roads and associated utilities.
(G) Estimated Annual Rate of Erosion: N/A Source - N/A
7. HABITAT DESCRIPTION:
[AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands - §404 210 sq. ft.
§404 wetlands 8,562 sq. ft.
(shaded)
(B) Non-Vegetated Wetlands -open water
(C) Other (Highground) 9.1 acres
(disturbed)
(D) Total Area Disturbed: 9.1 acres
(E) Primary Nursery Area: No
(F) Water Classification: SA, HQW Open: Yes
8. PROJECT SUMMARY: The applicant is proposing an 8single-family lot subdivision, 6-townhomes, 5 duplexes,
5 condominiums, an elevated boardwalk, associated utilities, and road construction including the installation of 1
culvert for §404 wetland crossing.

Lawson's Landing
Page Two
9. PROJECT DESCRIPTION:
The project site is located at 3265 Old Ferry Road, on the mainland side of Holden Beach, adjacent to the Atlantic
Intracoastal Waterway, in Brunswick County. To get to the site from Wilmington take US Hwy 17 S to NC Hwy 211, turn
left onto NC Hwy 211 and travel approximately 0.3 miles to Stone Chimney Road. Turn right onto Stone Chimney Road
and travel approximately 7.2 miles to the project site, which is located on the right. The subject property is a 15.06-acre
tract of land, which extends to an un-named tributary of the AIWW. The property has approximately 3.8 acres of § 404
wetlands and approximately 1.1 acres of coastal wetlands. The property is bordered to the west by an un-named tributary of
the AIWW with approximately 1004 lineal feet of shoreline, and is bordered by the Tropical Shores Subdivision to the
north. The property is bordered by undeveloped land, coastal and §404 wetlands to the south. The property is primarily
undeveloped and is forested with hardwoods, conifers, and native underbrush. The only man-made features currently on the
property consist of four existing structures (1 house & 3 small buildings). The current average elevation of the property is
approximately 10' above mean sea level (MSL). The high ground portion of the property has been largely untouched with
the exception of the existing dwelling area.
There is a vast stance of coastal and §404 wetlands which border the western and southern side of the property and span
from approximately 75' to 300' to the normal high waterline (NHW). The coastal wetlands consist primarily of Salt Marsh
Cordgrass (Spartina alterniflora), Black Needle Rush (Juncus roemarianus), Bulrush (Scirpus spp.), and other species in
this area include Wax Myrtle (Myrica cerfera) and Southern Redcedar (Juniperus virginiana L). The highground vegetation
primarily consists of Loblolly Pine (Pines taeda), Live Oak (Quercus virginiana), and Red Maple (Ater rubrum).
The Brunswick County Land Use Plan classifies the upland areas of this project as Transitional. The waters of the project site
are classified as SA, HQW by the NC Division of Water Quality. They are NOT designated as a Primary Nursery Area (PNA)
by the N.C. Division of Marine Fisheries and they are OPEN to the harvest of shellfish.
PROPOSED PROJECT:
The applicant is proposing to create a multifaceted subdivision consisting of 8single-family lots, 6-townhomes, 5 duplexes,
5 condominium buildings and related infrastructure and amenities. The 6-townhome buildings would contain 24 units, the
5 duplex buildings would contain 10 units and the 5 condominium buildings would contain 20 units. As proposed, the
entire subdivision would have a density of 4.11 units per acre. As proposed, all dwelling units, roads and stormwater ponds
would be located landward of the 30' Coastal Shoreline Buffer. As proposed, a portion of 3 townhomes, 2 retention ponds,
a portion the road and a pump station would be located within the 75'AEC. This would result in approximately 9,048 sq. ft.
of impervious surface coverage for the townhomes, approximately 2,011 sq. ft. for the road and approximately 900 sq. ft.
for the pump station. The total amount of impervious surface coverage would be approximately 11,959 sq. ft. or 17.6%
within the 75'AEC (see Sheet E4 of 11).
The applicant is also proposing a nature trail, which would consist of an elevated wooden boardwalk through §404
wetlands (see Sheets E3 & E7 of 11). The elevated boardwalk would measure approximately 6' wide by 2,006' long of
which, approximately 748 linear feet would be located within the 75'AEC of which, approximately 590 linear feet would
be located within the 30' Coastal Shoreline Buffer. The applications states that the boardwalk would be elevated a
minimum of 3' above the substrate.
In addition, the proposed roads would result in permanently impacting approximately 210 sq. ft. of §404 wetlands for the
installation of a reinforced concrete pipe culvert measuring approximately 18' in width by 30' in length, located on
Moonraker Trail and landward of the 75' AEC. The culvert would be placed in the §404 wetlands and an azea measuring
approximately 6' in width by 35' in length would be backfilled for the roadbed construction (see Sheets E4A & ES of 11).
As proposed the culvert would be buried at a depth of approximately 1' below the existing bottom contour. The proposed
height of the culvert would be approximately 10.5' above NHW.

Lawson's Landing
Page Three
The applicant states that all existing structures on the property are to be demolished and the debris will be disposed of off
site. The applicant also states that silt fences will be installed before demolition to prevent any debris and sediments from
entering the wetlands.
10. ANTICIPATED IMPACTS
The proposed subdivision, installation of the roads, utilities and stormwater measures would disturb approximately 9.1
acres of highground and approximately 210 sq. ft. of §404 wetlands. The proposed impervious surface coverage for the
entire subdivision is 161,222 sq. ft or 24.5% of the total site. Of this, approximately 84,724 sq. ft. would consist of
pavement and approximately 76,480 sq. ft. for structures. The proposed elevated boardwalk would result in the shading of
approximately 8,562 sq. ft. of §404 wetlands. Of this, approximately 4,488 sq. ft. would be located within the 75'AEC and
approximately 3,540 sq. ft. would be located within the 30' Coastal Shoreline Buffer.
The applicant states that a State Stormwater Permit application to the Division of Water Quality was submitted
concurrently. The application states that a Sedimentation and Erosion Control Plan to the Land Quality Section for all land
disturbance activities has not been submitted. A §404 Wetlands delineation has been completed and was approved on
02/15/05 by the U. S. Army Corps of Engineers (USACOE).
Submitted by: Debra Wilson Date: May 18, 2007 Office: Wilmington

RECEIVED
DCN1 WILMINGTON, NC
Lawsons Landing MAR 0 5 2001
Project Narrative
Project Description
Lawsons Landing is a 15 acre tract in Brunswick County, located one lot away
from where Old Ferry Road meets the Intracoastal Waterway. The community
lay dormant for years after the ferry system was rendered unnecessary by the
bridge to Holden Beach. At this time, the community is experiencing growth as
more homeowners are discovering their love of the water and long to live in a
natural coastal environment.
Surrounding Lawsons Landing are several undeveloped tracts and residential
developments in progress. Adjacent to Lawsons Landing is Tropical Shores, an
established subdivision. A roadway connection from Lawsons Landing to
Tropical Shores is planned.
The vision for Lawsons Landing is a small, quiet community where residents can
enjoy a natural environment near the Intracoastal Waterway and take advantage
of a comfortable amount of recreational and green space. A homeowner's
association will be established to maintain the recreational areas and protect the
natural resources of the property.
Lawsons Landing will offer a variety of living styles: 8 patio home sites, 24
townhomes, 10 duplex homes and 20 condominiums; for a total of 62 dwellings.
Homes will be built in clusters to avoid impacts to the sensitive natural features
of the property. Density is 4.11 homes per acre.
The development plans feature recreational areas that include picnic space, lawn
sports, and nature trails. In the 404 wetland areas, the nature trails will be
elevated boardwalks to preserve these sensitive areas while allowing the
residents to enjoy the natural beauty of their surroundings. The elevated
boardwalk will not be built in the costal wetland areas or on inside the mean
high water line.
Natural Resources
Coastal wetlands, 404 wetlands, mean high and low water lines, and areas of
environmental concern have been established and are depicted on the site plan in
this package. The 404 wetlands have been approved by the US Army Corps of
Engineers.

RECEIVED
dCM WILMINGTON, NC
MAR 0 5 2007
Regulations for building in and around Areas of Environmental Concern have
been strictly adhered to in the development of this project. No stormwater
treatment ponds, structures or other impervious surfaces are proposed within 30'
of the mean high water line. The 6' wide elevated boardwalk, allowed in the
Costal Shoreline per 15A NCAC 07H .0209 (d) (10) (D), is strictly for pedestrian
use to promote exercise and appreciation for the natural environment.
Impervious area in the AEC totals 17.6%, well below the acceptable limit of 30%.
In addition, creative methods have been employed to minimize impervious area
in the project as a whole, such as providing parking under the buildings.
The 404 wetlands have been completely avoided, except for one road crossing
where an 18" culvert will be installed to maintain the natural movement of water
through the site.
Demolition and Construction
Several buildings exist on the site that will be removed. Siltation devices will be
installed before demolition begins to protect water resources. Building debris
will be disposed of off site.
Site work construction will be performed by conventional earthwork equipment
such as dump trucks, backhoes, road graders, etc. Structures will be prestressed
concrete.
Conclusion
Lawsons Landing as planned has successfully avoided and minimized the
impacts to natural resources. Impacts to 404 wetlands have been limited to the
installation of one culvert to accommodate a perpendicular road crossing. There
are no impervious surfaces proposed in the 30' mean high water line buffer. Only
17.6% of the AEC is proposed to be impervious, well within the 30% limit.
The state stormwater application will be submitted concurrently with the CAMA
Major Development Application. The developer understands the CAMA Major
Permit cannot be issued until the stormwater Certification has been issued.
The land plan has been revised to satisfy comments received from NCDENR-
DWQ on February 6, 2007, including relocation of stormwater ponds, elevated
boardwalks, and buildings. No further practical alternatives remain to further
minimize or avoid impacts from the proposed project.

Form DCM-MP-1
APPLICATION
(To be completed by all applicants)
1. APPLICANT 3. DESCRIPTION AND PLANNED
a. Landowner: USE OF PROPOSED PROEECT
Name Red ARple Groff LLC a. List all development activities you propose (e.g.
building a home, motel, marina, bulkhead, pier, and
Address 712 Ville Road SW excavation and/or filling activities.
City Shallotte State NC single-family lots townhomes and condos
Zip 28470 Day Phone [phone]
Fax [phone]
b. Authorized Agent:
Name McKim & Creed P.A.
Address 243 North Front Street
City Wilmington State NC
Zip 28401 Day Phone [phone]
Fax [phone]
c. Project name (if any) Lawson's Landing
NOTE: Permit will be issued in name of landowner(s) and/or
project name
2. LOCATION OF PROPOSED
PROJECT
a. County: Brunswick
b. City, town, community or landmark end of Old
Holden Beach Ferry Crossing Road
c. Street address or secondary road number 3265 Old
Ferr,~Road
d. Is proposed work within city limits or planning
jurisdiction? ®Yes ~ No
e. Name of body of water nearest project (e.g. river,
creek, sound, bay) Intracoastal Waterway
RECEIVED
DCM WILMINGTON, NC
,MAR 0 5 2007
Revised 03/95
b. Is the proposed activity maintenance of an existing
project, new work, or both? new
c. Will the project be for public, private or commercial
use? private
d. Give a brief description of purpose, use, methods or
construction and daily operations of proposed
projects. If more space is needed, please attach
additional pages. private residences and recreation
space for residents
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract 15.06 acres
b. Size of individual lot(s) 0 2 acre single-family
c. Approximate elevation of tract above MHW or NWL
d. Soil type(s) and texture(s) of tract
NhE: Newhan -fine sand WaB: Wando -fine sand
e. Vegetation on tract Live Oak Loblolly Pine, Wax
Myrtle
f. Man-made features now on tract four existing
buildings
g. What is the CAMA Land Use Plan land classification
of the site? (Consult the local land use plan.)
^ Conservation ®Transitional (area of
Town and Village
cluster
^ Developed ^ Community
Rural ^ Other

-=~~~;c~v~u
dCM WILMINGTON, NC
Form DCM-MP-1
h. How is the tract zoned by local government?
commercial -low density PUD
i. Is the proposed project consistent with the
applicable zoning? ®Yes ^ No (Attach zoning
compliance certificate, if applicable)
j. Has a professional archaeological assessment been
done for the tract? ^Yes ®No If yes, by whom?
N/A
k. Is the project located in a National Registered
Historic District or does it involve a National
Register listed or eligible property? ^Yes ®No
1. Are there wetlands on the site? ®Yes ^ No
Coastal (marsh) ~ Other ^
If yes, has delineation been conducted? Yes
m. Describe existing wastewater treatment facilities.
ublic
n. Describe location and type of discharges to waters of
the state. (For example, surface runoff, sanitary
wastewater, industrial/commercial effluent, "wash
down" and residential discharges.) low density
discharge via vegetated swales (100' average or
more in le~th with pre and post runoff
containment
o. Describe existing drinking water supply source.
ublic
5. ADDITIONAL INFORMATION
In addition to the complete application form, the
following items must be submitted:
A copy of the deed (with state application only) or
other instrument under which the applicant claims
title to the affected properties. If the applicant is not
claiming to be the owner of said property, then
forward a copy of the deed or other instrument
under which the owner claims title, plus written
permission from the owner to carry out the project.
• An accurate, dated work plat (including plan view
and cross-sectional drawings) drawn to scale in
black ink on an 8 1/i' by 11" white paper. (Refer to
Coastal Resources Commission Rule 7J.0203 for a
detailed description.)
Please note that original drawings are preferred and
only high quality copies will be accepted. Blue-line
prints or other larger plats are acceptable only if an
MAR ~J 5 2007
adequate number of quality copies are provided by
applicant. (Contact the U.S. Army Corps of
Engineers regarding that agency's use of larger
drawings.) A site or location map is a part of plat
requirements and it must be sufficiently detailed to
guide agency personnel unfamiliar with the area to
the site. Include highway or secondary road (SR)
numbers, landmarks, and the like.
• A Stormwater Certification, if one is necessary.
• A list of the names and complete addresses of the
adjacent waterfront (riparian) landowners and
signed return receipts as proof that such owners
have received a copy of the application and plats
by certified mail. Such landowners must be
advised that they have 30 days in which to submit
comments on the proposed project to the Division of
Coastal Management. Upon signing this form, the
applicant further certifies that such notice has been
provided.
Name Tohn M & David L Holden
Address 111 Dunesca~e Drive
Holden Beach NC 28462
Phone [phone]
Name Phillip & Delores Robinson _
Address 2590 Stone Chimn~ Road SW
Supply NC 28462
Phone [phone]
• A list of previous state or federal permits issued
for work on the project tract. Include permit
numbers, permittee, and issuing dates.
• A check for $400 made payable to the Department
of Environment, Health, and Natural Resources
(DEHNR) to cover the costs of processing the
application.
• A signed AEC hazard notice for projects in
oceanfront and inlet areas.
• A statement of compliance with the N.C.
Environmental Policy Act (N.C.G.S. 113A -1 to 10).
If the project involves the expenditure of public
funds or use of public lands, attach a statement
Revised 03/95

Form DCM-MP-1
RECEIVED
documenting compliance with the North Carolina DCM WILMfNGTON, NC
Environmental Policy Act. MAC ~ ~ 2~~7
6. CERTIFICATION AND
PERMISSION TO ENTER ON
LAND
I understand that any permit issued in response to this
application will allow only the development described
in the application. The project will be subject to
conditions and restrictions contained in the permit.
I certify that to the best of my knowledge, the proposed
activity complies with the State of North Carolina's
approved Coastal Management Program and will be
conducted in a manner consistent with such program.
I certify that I am authorized to grant, and do in fact,
grant permission to representatives of state and federal
review agencies to enter on the aforementioned lands in
connection with evaluating information related to this
permit application and follow-up monitoring of the
project.
I further certify that the information provided in this
application is truthful to the best of my knowledge.
This the~'~ day of ~ ~ 20U
Print Name Margaret A Grav RLA
7
:,_~, ~:
Signature ~ r } ~ ~~
~a~~ Authorized Agent
Please indicate attachments pertaining to your proposed
project.
^ DCM MP-2 Excavation and Fill Information
® DCM MP-3 Upland Development
® DCM MP-4 Structures Information
® DCM MP-5 Bridges and Culverts
^ DCM MP-6 Marina Development
NOTE: Please sign and date each attachment in the
space provided at the bottom of each form.
Revised 03/95

'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.
a. Type and number of buildings, facilities, units or
structures proposed
Single-Family 81ots and _
Townhomes• 6 buildings - 24 units and
Du~lexes• 5 buildings = 10 units•
Condominiums• 5 buildings = 20 units
b. Number of Lots or parcels 81ots
c. Density (give the number of residential units and the
units per acre) 62 units/15.06 acres = 4.11 units/acre
d. Site of area to be graded, filled or disturbed
including roads, ditches, etc. See Exhibit 4 for
breakdown of impervious areas. Total site: 9.1 acres,
in AEC: 0.57 acres
e. If the proposed project will disturb more than one
acre of land, the Division of Land Resources must
receive erosion and sedimentation control plan at
least 30 days before land disturbing activity begins.
If applicable, has a sedimentation and erosion
control plan been submitted to the Division of Land
Resources? ^ Yes ®No
If yes, date submitted
f. List the materials (such as marl, paver stone, asphalt,
or concrete) to be used for paved surfaces.
Asphalt road with concrete curb
g. Give the percentage of the tract within 75 feet of
MHW or NWL, or within 575 feet in the case of an
Outstanding Resource Water, to be covered by
impervious and/or built-upon surfaces, such as
RECEIVED
aCM WILMINGTON, NC
MAR 0 5 2007
pavement, buildings, rooftops, or to be used for
vehicular driveways or parking. 17.6%
h. Projects that require a CAMA Major Development
Permit may also require a Stormwater Certification.
Has a site development plan been submitted to the
Division of Environmental Management for review?
Yes ®No
If yes, date submitted: pending; DWQ recently
confirmed design approach
i. Describe proposed method of sewage disposal.
Public sewer
j. Have the facilities described in Item i. above
received state or local approval? local approval
k. Describe location and type of proposed discharges
to waters of the state (for example, surface runoff,
sanitary wastewater, industrial/commercial effluent,
"wash down" and residential discharge).
Residential discharge via vegetated swales (100' or
more in length) and pre and post runoff
containment.
1. Describe proposed drinking water supply source
(e.g. well, community, public system, etc.)
Public
m. Will water be impounded? ^ Yes ®No
If yes, how many acres? N/A
n. If the project is an oceanfront development, when
was the lot(s) platted and recorded? N/A
Lawson's Landing
~~er Project Name
~~. c
A,
Signatu ~Z ~ ~~ ~ Q
--~
Date
Revised 03/95

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.
a. Dock(s) and/or Pier(s) N/A
(1) ^ Commercial ^ Community ^ Private
(2) Number N/A
(3) Length N/A
(4) Width N/A
(5) Finger Piers ^ Yes ^ No N/A
(i) Number N/A
(ii) Length N/A
(iii) Width N/A
(6) Platform(s) Piers ^ Yes ^ No N/A
(i) Number N/A
(ii) Length N/A
(iii) Width N/A
(7) Number of slips proposed N/A
(8) Proximity of structures to adjacent riparian
property lines N/A
(9) Width of water body N/A
(10) Water depth at waterward end of pier at MLW
or NWL N/A
b. Boathouse (including covered lifts)
(1) ^ Commercial ^ Private N/A
(2) Length N/A
(3) Width N/A
c. Groin (e.g. wood, sheet pile, etc.)
(1) Number N/A
(2) Length N/A
d. Breakwater (e.g. wood, sheet pile, etc)
(1) Length
(2) Average distance from MHW, NWL or wetlands
(3) Maximum distance from MHW, NWL or
wetlands N/A
e. Moore buoys
(1) ^ Commercial ^ Community ^ Private N/A
(2) Number N/A
(3) Description of buoy (color, inscription, size,
anchor, etc)
(4) Width of water body N/A
(5) Distance buoy(s) to be placed beyond shoreline
f. Mooring structure (boatlift, mooring pilings, etc.)
(1) ^ Commercial ^ Community ^ Private N/A
(2) Number N/A
(3) Length N/A
(4) Width N/A
g. Other (Give complete description)
6' ~~ide elevated boardwalk; see detail, Exhibit 6
2006 if in total ~roiect area; 590 if within 30' setback
from MHW; 748 If within AEC 75' setback from
MHW
Lawson's Landing
A~~li~ of ct Name
Date
~~

Revised 03/95 '~ p ~ J ~ ~ n

N~~flIM3
BRID6ESandCUIVERTS
RECEIVED
DCM WILMINGTON, NC
MAR ~ 5 2007
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.
7. BRIDGES ®This section not applicable
a. Is the proposed bridge: b. Water body to be crossed by bridge:
^Commercial ^PublidGovernment ^PrivatelCommunity
c. Type of bridge (construction material):
e. (i)1Nill proposed bridge replace an existing bridge? ^Yes ^No
If yes,
(ii) Length of existing bridge:
tiii) Width of existing bridge:
(iv) Navigation clearance underneath existing bridge:
(v) Will all, or a part of, the existing bridge be removed?
(Explain)
d. Water depth at the proposed crossing at NLW or NWL:
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)
g. Length of proposed bridge:
i. Will the proposed bridge affect existing water flow? ^Yes ^No
If yes,, explain:
k. Navigation clearance underneath proposed bridge:
h. Width of proposed bridge:
j. Will the proposed bridge affect navigation by reducing or
increasing the existing navigable opening? ^Yes ^No
If yes, explain:
I. Have you contacted the U.S. Coast Guard concerning their
approval? ^Yes ^No
If yes, explain:
m. Will the proposed bridge cross wetlands containing no navigable n. Height of proposed bridge above wetlands:
waters? ^Yes ^No
If yes; explain:
2. CULVERTS ^This section not applicable
a. Number of culverts proposed: 1 b. Water body in which the culvert is to be placed:
404 wetlands
< Form continues on back>
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ez~ ~ ~-~ ~~~:~~ ~~~ cf~~~tY, I~~~e z ~~ ~ RECEIVE D
DCM WILMINGTON, NC
c. 'Type of culvert (construction material): MAR ~ 5 2007
RCP
d. (i) Will proposed culvert replace an existing bridge? e. (i) Will proposed culvert replace an existing culvert?
^Yes ®No ^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)
f. Length of proposed culvert: 30'
h. .Height of the top of the proposed culvert above the NHW or NWL.
10.5
j. Will the proposed culvert affect navigation by reducing or
increasing the existing navigable opening? ^Yes ®No
If yes, explain:
3. EXCAVATION and F1LL
If yes,
(ii) Length of existing culvert(s):
(iii) Width of existing culvert(s):
(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)
g. Width of proposed culvert: 18"
i. Depth of culvert to be buried below existing bottom contour.
1'
k. Will the proposed culvert affect existing water flow?
^Yes ®No
If yes, explain:
a. (i) Will the placement of the proposed bridge or culvert require any
excavation below the NHW or NWL? ^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:
^This section not applicable
b. (i) Will the placement of the proposed bridge or culvert require any
excavation within coastal wetlands marsh (CW), submerged
aquatic vegetation (SAS, 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:
o. (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:
_.,., _ ~... ~ . _ _ ate- .. . ; _ ;r~_e ....as_~. .'~, s. ~_.
v ,, .,

,rte, ~~~ ~-~ ~~~=s~~s~~ ~~~ ~~v~r~s, ~~~ : ~~ ~~ RECEIVED
DCM WILMINGTON. NC
d. If the placement of the bridge or culvert involves any excavation, please complete the following:
(i) Location of the spoil disposal area: NA M,QF~ ~ ~ ~ ~Q~
(ii) Dimensions of the spoil disposal area:
.,(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.
(vi) Does the disposal area include any area below the NHW or NWL? ? ^Yes ^No
If yes, give dimensions if different from (ii) above.
e. (i) WWII the placement of the proposed bridge or culvert result in any f. (i) Will the placement of the proposed bridge or culvert result in any
fili.(other than excavated material described in Item d above) to fill (other than excavated material described in Item d above) to
be placed below NFiW or NWL? ^Yes ®No be placed within coastal wetlandslmarsh (CW), submerged
ic vegetation (SAV), shell bottom (SB), or other wetlands
aqua
If.yes, ~
(WL) . If any boxes are checked, provide the number of square
(ii)•Avg. length of area to be filled: feet affected.
(iii) Avg. width of area to be filled: ^CW ^SAV ^SB
(iv) Purpose of fill: ®WL ^None
(ii) Describe the purpose of the excavation in these areas:
Fill for road bed 35' long and 6' wide
g. (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: 35'
(iii) Avg. width of area to be filled: 6'
(iv) Purpose of fill: Road Crossing
a. Will the proposed project require the relocation of any existing b. Will the proposed project require the construction of any temporary
utility lines? ^Yes ®No detour structures? ^Yes ®No
tf'yes, explain: If yes, explain:
. r.
If this portion of the proposed project has already received
approval from local authorities, please attach a copy of the
~~ ,approval or certification.
< Foam continues on back>
....
.. .,.. .. nd ~. ..4 ,. _ -y-___... ___.._..

~~13"c"~" .~.> ~~"-~ ;~r:~~s ar.~3 ~~slGV~rts, P~~e ~. are
c. Will the proposed project require any work channels?
^Yes ®No
If ~%es, complete Form DCM-MP-2.
e. Whattype of construction equipment will be used (for example,
dragline, backhoe, or hydraulic dredge)?
Bac~hoe and road grader
RECEIVED
aCM WILMINGTON, NC
d. How will excavated or fill material be kept on s~e~er~d erosiort:~ o~
controlled?
BMP's and approved erosion control plan
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. iNill 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.
a
Date
Lawson's Landing
Project Name
Lawson S. Triplett, Jr.
Applic ame
Applicant Signature
G~ ern ,: ?-~<_~ ~~`,M,:.~_- 1:~°r.?fir nc ~~ ~~4r~ar~a~en~s~~r -~~R

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v N~IQM~CREED
v
243 North Front Street
Wilmington, North Corollno 28401
Phone: [phone] , Foz~. [phone]
AA0002667 EBD006691
ed Apple Group, LLCM
7~2 I/il/aqe Road, SW
Sha/lotfe, NC 28470
www.mckimcreed.com ~ l
LAWSONS LANDING
BRUNSWICK COUNTY, NC
VICINITY MAP
DATE: FEB 2007
MCE PROJ. k 3058-0005
DRAWN CCK
DESIGNED CCK
CHECKED JLG
PROJ. MGR. MAC

"~ °`~ "uusea
SCALE
HORIZONTAL: URpWrNG NU4BER
NOT TO SCALE
VERTICAL: E
NA
OF 11
STATUS: CAMA EXHIBITS ft`"~°"

a~
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0
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a
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3
NlGN WAffR LINE
NOTES:
1. SEE EXHIBIT 5 FOR 404 AND
COASTAL WETLAND LINE
LABELS
2. SEE EXHIBITS 8 -11 FOR 404
AND COASTAL WETLANDS
POINT DATA AND DISTANCES
~ BEARINGS
3. WETLANDS FLAGGED BY
NANCY CART OF RIGHT
ANGLE ENGINEERING ON
OCTOBER 7, 2004
4.404 WETLANDS=
3.8 ACRES
5. COASTAL MARSH =
1.1 ACRES
v M~I~VI£~CREED
243 North Front Street
Wilmington, North Corolina 28401
Phone: [phone] ,Fax: [phone]
AAOD02fi61 EB0006691
www.mcklmcreed.com
Red Apple Group, L L C
7~2 Village Road, SW
Shallotfe, NC 28470
LAWSONS LANDING
BRUNSWICK COUNTY, NC
EXISTING CONDITIONS
DATE: FEB 2007
MCE PROD. q .1058-0005
DRAWN CCK
DESIGNED ccx
CHECKED JLC
PROJ. MGR. MAG

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M8C FILE NUNEEA
SCALE
HORIZONTAL: °aavnNCNUUaEa
L 150
VERTICAL: EZ
NA
OF 11
STATUS: CAMA EXHIBITS kE"5.°"
Q7•®~26

r

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BQ
AW
(.Q

LEGEND
PH PATIO HOMES (8 LOTS)
TH TOWNHOME (6 BUILDINGS=24 UNITS)
D DUPLEX (5 BUILDINGS=10 UNITS)
C CONDOMINIUM (5 BUILDINGS=20 UNITS)
ELEVATED BOARDWALK
/NATURE TRAIL
v N~IQIVI~CREED
243 North Front Street
Wilmington, North Corolino 28401
Phone: (910)343-iD48 ,Fox: [phone]
AA0002667 EBOD06691
www.mcklmcreed.com
FOR WEST ~ FOR EAST
SIDE PLAN ~ SIDE PLAN

n

~~ r_
Z
., ..
GRASSED AREA
m
COASTAL MARSH
404 WETLANDS
Red Apple Group, LLC
7~2 Village Road, SW
Sha//ot~e, NC 28470
DATE: FEB 2D07
DACE PROJ. A 3058-0005
DRAwN ccK
DESIGNED CCK
CHECKED JLC
PROJ. MGR. MAG

LAWSONS LANDING
BRUNSWICK COUNTY, NC
OVERALL SITE PLAN

s~
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070926
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VI r f„"m
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uac mE NuueEA
SCALE
HORIZONTAL' pgAMNG NUNBEA
Lt50

VERTICAL: /~
EV
NA
OF 71
STATUS: CAMA EXHIBITS AE"5~°"
150' 0 150' 300'
SCALE: 1"=150' (Horiz.)

IMPERVIOUS AREAS IN PROJECT AREA 35' EASEMENT
~~ ~
/ uMr oFAE ~ ~ moA,cAL S„OAFS s°eD~"s~oR STRUCTURES: 76,480SF
(75BETBADKF °" °~'~ I PAVING: 84,724 SF
HIDHWA .NE) / I 175 I }E I I 'a 139 I °° I TOTAL IMPERVIOUS: 161,222 SF ~ ~ ~
'SETBAC OM MEAN ~ i!` ,51 72 ~ JJ 3°
LINE
= 24.5 °/D OF TOTAL SITE
AH,LUR ~ ~ / v ~ I ~ ~. 5' 2' g' g' 2' 7.5
DELDAES ROBiNSON
D.B. 541, x0 vxG /
V.L v, vG 11J ',
~ IMPERVIOUS AREAS WITHIN AEC GUTTER I I I
STRUCTURES: 9048 SF
~ _ ~ ~~
`~ o p B 0
i ° ° 0 0
~ \'~ PUMIP STATION GRAVEL : 2900 SF J. ~ .a ~° _: D I '
BOARDWALK/ ~ / ~ ~ ~ ~~"- ~~ TOTAL IMPERVIOUS IN AEC: 11,959 SF .,~ D .: I .-,.I~ ~ ~I ~; ~. -, ,~~ ~ .~ ~ '~~
NATURETRAIL
~ ~ =17.6% OF TOTAL AEC
COASTAL MARSH UNE ~ \ 4° SEWER
2" I-2
~ .•:•~os.•• .• 3p'
~IBd WETIAND LINE \ FORCEMAN 6" ABC
8" GRAVITY
ANRUA$ •••~ . • •~ SEWER 8" WATER LINE
N °oe0sw raOBeu~ ~.
• ~ .j.' ' • '••~• •' '~ •'•'• 6' FENCE ALONG ,
D S s ~ • •.•. PERIMETER OF 35 PRIVATE DRIVE R/W
d°d NOLMf •`,• ~ 3o'x3o' GRAVEL PAD NOT TO SCALE
MEAN HWATER'd.5'
MEANLOW WATER' OZS
`1 COASTAL MARSH LINE
d01 WETUND LINE
150' I 0 150' 300'
SCALE: 1"=150' (Horiz.)
~ 2' PAVED
DRIVE
PUMP STATION SECTION
NOT TO SCALE
~~~~ WITHIN THE AEC F ~ J
of
J2
O~` QP
G \Q2 LO~~G
~-~" ~'~ 4 o-0
O ~ ~~?
NOTE: ~~~~yF~y
SILT FENCE SHALL BE SECURELY m °~'~P
PLACED ALONG WETLAND
PERIMIETER TO PROTECT 404 AND
S~ti~~~~ ~R ~ ~~t ~
0
lTf R r ST (1yp
ABRi~ 1
~~h
6y
~I~
COASTAL WETLANDS DURING SILT FENCE DETAIL
DEMOLITION AND CONSTRUCTION. NOT TO SCALE
v N~I~VI~CREED
243 North Front Street
Wilmington, North Carolln° 28401
Phone: [phone] ,Fox: [phone]
AA0002667 E80006691
www.mckimcreed.com
REAR
SIDE
I ~-ELEVATED BOARDWALK/
NA7URETRAlL
LlMITSOFAEC
(ISSETBACXFROM MEAN
H/GHWATERLINE)
3°' SETBACK FROM MEAN
NIGH WATER LINE
d Apple Group, LLC
7~2 Village Road, SW
Steal/ofte, NC 28470
TYPICAL BUILDING ELEVATION
NOT TO SCALE
LAWSONS LANDING
BRUNSWICK COUNTY, NC
APPROX
FFE:18'
APPROX
EXISTING EL 6'
IMPERVIOUS AREAS WITHIN AEC
DATE: FEB 2007
MCE PROJ. N 3058-0005
DRAWN CCK
DESIGNED CCK
CHECKED JLC
PROJ. MGR. MAG

~~~f'2?I 4`~~iL~tj~{feu r~a'J,
~~^ A I~' (- ~ ~ GO`
ukc FlLE NuuBEA
SCALE
HORIZONTAL ~AANING uuuBEA
AS SHOWN
VERTICAL' E4
NA
OF 11
S,ATUS: LAMA EXHIBITS AE"sDN
MEAN HIGH
WATER LEVEL 4.5'
U7~0926

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TING WETLAN
v NNI~IIQM~CREED
243 North Front Street
Wilmington, North Corolino 28401
Phone: [phone] ,Fax [phone]
AA0002667 EB0006691
www.mckimcreed.com
~~
R/W
t7.5'
1 D'
1/4"/Fi
FT. -__y
T,

404 WETLANDS
N
070926
404 WETLANDS
IMPACT AREA =
317 SF
///////////////o////o/O/,%///////////////////////////////////O~OO~~~OO~ J '
1 -0°
31 LF 75" RCP WATER LEVEL 0 ~ ~~
t , ~..
EXISTING WETLANDS
z_
SECTION VIEW ~ 5' 0 5' 10'
SCALE: 1"=5' (Horiz.)
Red Apple Group, LL
7~2 Village Road, SW
Sha//otfe, NC 28470
LAWSONS LANDING
BRUNSWICK COUNTY, NC
MOONRAKER TRAIL
WETLAND CROSSING
DATE: FEB 2007
MCE PROJ. k 3058-0005
DRAWN CCK
DESIGNED CCK
CHECKED JLC
PROJ. MGR. MAG

"~ r'ur "uusee
SCALE
HORIZONTAL: oanvnNC "u~+eEe
1"= 5'
VERTICAL: E4A
NA
OF 11
sTATDS: CAMA EXHIBITS RE"~°"
PLAN VIEW
I
35' R/W
vs ~
,o'
1/4"'/__y7. ~/4' Fi. ~i

. ~

1
1
~
~ ~~ ~ ~
~ 25' BUII
L!M/TS OFAE
(75' SETBACK FR M M N

1
1
1

1 HIGHWAY !NE)~
130' SETBAC OM MEAN-,
1 R LINE
PHILLIP &
DELORES ROBIN50N

/
1 ~ D.B. 594, ND PACE ~ ~ I
M.C. P, PG. 113
PUMP STATION; i

/ y PUBLIC UTILITY ~
EASEMENT (30'x30')
ELEVATED
BOARDWALK/
NATURE TRAIL
\ a
/ ~
/ \ COASTAL MARSH LINE -
1 \ 404 WETLAND LINE
W 870
\ 0
/\ PHILLIP &
DELORES ROBINSON
/ D.B. 594, NO PAGE p
/ M.C. P, PG. 113 ~

1

15' BUILDING SETBACK ~
404,WETLA D LINE
' MEANMEAN H(GH WATER: 4.5(GH WATER: 4.5'
MEAN LOI~}~ WATER: 0.25'
I
I
v M~I~VI~CREED
243 North Front Street
Wilmington, North Corolino 28401
Phone: [phone] ,Fax: [phone]
AAD002667 EBD006691
www.mcklmcreed.cam
COASTAL MARSH
404 WETLANDS

Red Apple Group, LL
7~2 ~//aqe Road, SW
Shallotte, NC 28470
D

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NATURE TRAIL > ~ o
LIMITS OFAEC ZONING: CLD Z
(75'SETBACKFROMMEAN ~~~~~,~~~m
HIGH WATER LINE)
30' SETBACK FROM MEAN
NIGH WATER LINE
~?Ci~r V'~t'si..E•Y/iff°sr T(~N, Ali
80' 0 ~"`I~ ~' ~ ~~~' 160'
SCALE: 1"=80' (Horiz.)

~, TROPICAL SHORES SUBDIVISION
` I M.C. 9, PG t04
,}I 33 I 34 I 35
32 ~ I ~
LAWSONS LANDING
BRUNSWICK COUNTY, NC
WEST SIDE
SITE PLAN
DATE: FEB 2007
MCE PROJ.~_ 3058-0005
DRAWN CCK
DESIGNED CCK
CHECKED JLC
PROB. MGR. MAG

Nkp E~LE NuuBER
SCALE
HORIZONTAL: pgareeG uuuBER
1; BO
VERTICAL: E5
NA
OF 11
STATUS: LAMA EXHIBITS q`"~°"

07•~yLn

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T ~ ~ TROPICAL SHORES 5UBDIVISION
M.C. 9, PG 1D4 -
I 57
I 55 ~ 56 I
I I I 50 I 51 I 52 I 53 I 54
46 I 47 I 48 I 49 I I I I 59
42 I 43 I 44 I 45 ZONIN ~ R-60D0 I I .. I_ - I -
i 3
...
I I I I I . ~- - ._ -... _. - --' --- ~ ... _ _~
P
- . _.~.._
`__ _
DATE: FEB 2007
MCE PROJ. N 3058-0005
DRAWN CCK
DESIGNED CCK
CHECKED JLC
PROJ. MGR. MAG

~ 1, ~
, ~
. '11,
~1v,
1`~1
1 '\
1;
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11~I``
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FS
a0a LINE
5.0- - -..- - - 0 DD F7
.~ _ _ .. ._ _ - - -~.- -~ ~ + .. + + 617 28 W 50
+
- - _ - - - - - " ~~ 404 WETLAND LINE
_------ .y .- ---_-- --- - --
- ~ -,
s ss•n'za° w 5oo.oD ELEVATED BOARDWALK /NATURE TRAIL
PARCEL ID NUMBER:232KE007 JOHN M. & DAVID L. HOLDEN I
SEE EXHIBITS 8 -11 FOR 404
AND COASTAL WETLANDS
POINT DATA AND DISTANCES
& BEARINGS
v N~I~VI~CREED
243 North Front Street
Wilmingfon, North CorolinD 28401
Phone: [phone] ,Fax: [phone]
AA0002667 EBODOfi691
www.mckimcreed com
COASTAL MARSH
404 WETLANDS
ed Apple Group, L L C
792 Village Road, SW
Shallotfe, NC 28470
~~t'w~VEn~
^P„~ lF~~i_h~11~J~Tl~~J, ~~~"
80' 0 f~ ~ ~ C00~60'
SCALE: 1"=80' (Horiz.)
LAWSONS LANDING
BRUNSWICK COUNTY, NC
EAST SIDE
SITE PLAN
I
2
n
A I
N
O
C
m
i O
0
m
~ A
A
' 0
io
07.092
NM FlEE NUMBER
~~~ E
HORIZONTAL' DRAWING NUTABER
1:8D
VERTICAL: E6
NA
OF 11
sTATJS: CAMA EXHIBITS RCAMA EXHIBITS RE"6'°~

~1~,[
~ I

WO(JI3E~ ~ ~ z SWAMP
3
- -- --.. _
_ _ ,. {~
I
v N~I~VI~CREED
243 North Front Street
Wilmington, North Corolina 28401
Phone: [phone] ,Fax: [phone]
AA0002667 EBODD6fi9t
www.mckimcreed com
r
Red Apple Group, LLC
7~2 I/il/aqe Road, SW
Shallofte, NC 28470
LAWSONS LANDING
BRUNSWICK COUNTY, NC
ELEVATED BOARDWALK DETAIL
'n'~~~ ~' ~_~J~ir~~~;',~~hd, NG
~9t',~' ~; ~ 200!
DATE: FEB 2007
MCE PROJ. A 3058-0005
DRAWN CCK
DESIGNED CCK
CHECKED JLC
PROJ. MGR. MAG

MkC RlE NUMBER
SCALE
HORIZONTAL: pgavMgc euu6[q
NOT TO SCALE
VERTiCAI: E7
NA
OF 11
STATUS: LAMA EXHIBITS q["s~"

07.0926

A18 62516.34 2223121.70 022
N63 15'45"E 42.66' S84 43'46"E 43.33'
A17 62535.53 2223159.80
023
N45 26'18"E 24.86'
N69 14'40"E 33.09'
A16 62552.97 2223177.51
024
N38 54'14"E 22.61'
588 17'41"E 43.25'
A15 62570.57 2223191.71
025
N49 32'28"E 46.29'
S64 09'52"E 31,43'
A14 62600.61 2223226.93
026
N11 43'11"E 49.10'
S34 55'07"E 38.21'
A13 62648.68 2223236.90
027
N69 44'41 "E 13.90'
A12 62653.49 2223249.94
N70 20'28"E 61,98'
B21
A11 62674.34 2223308.31
N45 31'59"E 18.70'
N76 03'22"E 59.20'
B22
016 62688.61 2223365.76
N43 31'33"E 21.06'
N54 44'05"E 24.62'
B23
017 62702.82 2223385.86
N31 07'06"E 19.96'
S69 48'17"E 29.49'
B24
018 62692.64 2223413.54
N23 12'24"E 26.67'
S83 49'10"E 47.46'
825
019 62687.53 2223460.73
N20 49'23"E 22.43
S40 54'23"E 47.70'
B26
020 62651.48 2223491.96
N32 00'24"E 15.26'
552 31'45"E 23.65'
B27
021 62637.10 2223510.73
N80 25'40"W 2.06
561 18'00"E 45.18'
v M~~1/I~CREED
243 North Front Street
Wilmington, Norlh Corolina 28401
Fnone: (gio)3a3-~oaa ,Fox: (s~o)25~-BZaz
AA0002667 EBDDD6691
www.mckimcreed.com
Red Apple Group, L L C
7~2 Village Road, SW
Sha//otfe, NC 28470
62615.40 2223550.36 C1 62849.16 2222672,28
S36 45'08"W 27.00'
62611.42 2223593.51 C2 62827.53 2222656.12
516 25'22"W 7.19'
62623.15 2223624.45 C3 62820.63 2222654.09
S47 07'53"W 8.82'
62621.86 2223667.68 C4 62814.63 2222647.62
S3 58'33"W 17.26'
62608.16 2223695.97 C5 62797.41 2222646.43
S20 42'25"W 23.34'
62576.83 2223717.85 C6 62775.57 2222638.17
N80 41'32"W 15.18'
C7 62778.03 2222623.19
62744.95 2222609.58 528 51'56"W 7.92'
C8 62771.09 2222619.37
62758.05 2222622.92 S25 14'16"W 9.17'
C9 62762.80 2222615.46
62773.31 2222637.42 S25 26'11"W 10.60'
C10 62753.22 2222610.90
62790.40 2222647.73 S68 11'13"W 11.96'
C11 62748.78 2222599.79
62814.92 2222658.25 549 04'56"W 10.07'
C12 62742.18 2222592.18
62835.88 2222666.22 S2 32'31 "W 11.63'
(~ ~° p~_
B20~C13 62730.56 2222591 ~~
,. .,z~ .,1.,-
62848.82 2222674.30 N51 12'50"E 22
98'
. ,~ ~ ~ ~ ~ ,, ~
B21 62744.95 2222609.58
AR EA: 893.89 SQ FT 0.021 ACRES
LAWSONS LANDING
BRUNSWICK COUNTY, NC
BEARINGS 0 7 0 9 2 6
DATE: EEB 2007
MCE PRDd k 3058-0005
DRAWIJ CCK
DESIGNED CCH
CHECKED JLC
PROJ. MGR. MAG

N°`` n~ "uuBEA
SCALE
HORIZONTAL:
DAAMNG NUMBER
NA
VERT~GAL. E8
NA
OF it
sTATJS: CAMA EXHIBITS AE"S.DN

C15 62691.19 2222574.18
S20 36'33"E 23.51'
C16 62669.18 2222582.46
565 47'09"E 21.76'
C17 62660.26 2222602.31
N80 07'29"E 22.34'
C18 62664,09 2222624.31
N68 53'08"W 24.91'
B15 62673.06 2222601.08
N45 23'36"W 20.29'
816 62687.31 2222586.63
N54 25'05"W 8.55'
817 62692.29 2222579.67
N11 32'47"W 15.82'
818 62707.78 2222576.51
N17 39'10"E 9,47'
B19~C14 62716.81 2222579.38
F5 62615.74 2224373.24
S68 24'23"W 26.67'
F4 62605.93 2224348.44
S59 23'10"W 29.64'
F3 62590.83 2224322.94
574 01'38"W 32.20'
F2
62581.97 2224291.97
S43 03'40"E 23.91'
F1 62564.50 2224308.30
Z45 Norlh hront Street
Wilmington, North Corollno 28401
Phone: [phone] , Foz: [phone]
AA0002667 EBD006691
wwW mekimcreed com
E33
N83 54'40"W 29.23'
E32
N74 54'51"W 40.89'
E31
S71 20'07"W 47.73'
E30
S56 44'28"W 21.16'
E29
S52 34'39"W 19.70'
E28
S45 20'45"W 49.09'
E27
S70 53'29"W 41.29'
E26
580 32'30"W 33.56'
E25
S74 08'42"W 39.34'
E24
S78 45'01 "W 27.27'
E23
N89 22'36"E 14.43'
E22
S88 10'58°E 44.97'
E21
S67 42'06"E 30.92'
Red Apple Group, L L C
7~2 I/il/age Road, SW
Shallotte, NC 28470
62844.65 2224357.55
62847.75 2224328.48
62858.39 2224289.00
62843.12 2224243.78
62831.51 2224226.09
62819.54 2224210.45
62785.04 2224175.53
62771.53 2224136.51
62766.01 2224103.41
62755.26 2224065.56
62749.94 2224038.82
62750.10 2224053.25
62736.94 2224126.80
62719.32 2224159.61
62692.07 2224172.29
62661.63 2224162.67
62637.31 2224150.89
62621.54 2224133.30
62602.44 2224115.72
62590.25 2224096.11
62575.23 2224049.16
62572.47 2224015.07
62559.94 2224005.01
62564.30 2223980.37
N52 36'13"W 17.52'
62574.94 2223~6~.4 a S„~6.._i~ ~e
62748.67 2224098.19 E8 ~, ,,~ f~ r r,~t. C ~r~ i
N88 48'30"W 63.09' ~tl~,~ ~ ,~ ~~~
E7 62576.25 2223903.38
N20 54'36"W 42.78'
LAWSONS LANDING
BRUNSWICK COUNTY, NC
BEARINGS p 7 0 9 2 6
DATE: EEe 200
MCE PROD. d 3058-0005
DRAWN CCK
DESIGNED CCK
CHECKED JLC
PRGJ. MGR. MAG

MkC fRE NUTABEA
SCALE
HORIZONTAL. oAnvnAC xuuBEA
NA
VERTICAL? ~~
NA
OF 11
STATUS LAMA EXHIBITS A`"~~"
E20
S61 45'19"E 37.25'
E19
S24 57'08"E 30.05'
E18
S17 32'05"W 31.92'
E17
525 50'57"W 27.03'
E16
548 06'58"W 23.62'
E15
S42 37'31"W 25.96'
El4
S58 07'10"W 23.09'
E13
S72 15'52"W 49.30'
E12
S85 22'57"W 34.20'
E11
S38 45'12"W 16.07'
E10
N79 58'22"W 25.02'
E9

r,E~

', •
E6
N64 59'19"W 16.31'
E5
N4 49'05"E 27.15'
E4
N62 06'19"E 50.09'
E3
N8 37'30"W 64.59'
E2
N85 11'21"W 31.92'
E1
S88 32'21"W 29.38'
D1
S86 06'10"W 53.42'
D2
N69 56'27"W 15.99'
D3
S88 05'25"W 33.58'
D4
N84 48'18"W 32.70'
DS
N84 27'31 "W 26.33'
D6
N73 30'38"W 52.96'
D7
S78 00'35"W 29.27'
62616.21 2223888.11
62623.11 2223873.33
62650.16 2223875.61
62673.59 2223919.88
62737.45 2223910.19
62740.13 2223878.39
62739.38 2223849.02
62735.75 2223795.72
62741.23 2223780.70
62740.11 2223747.14
62743.07 2223714.57
62745.62 2223688.36
62760.65 2223637.58
Z43 North Front Street
Wilmington, North CDrolinD 28401
Phone: [phone] ,Fox: [phone]
AAOOD2667 EBOOD669t
www,mckimcreed com
08
S82 44'11 "W 56.46'
D9
N66 58'48"W 22.46'
D10~D11
N65 23'24"W 35.32'
012
566 24'43"W 25.89'
013
S62 00'53"W 42.54'
014
S66 18'55"W 51.40'
015
S50 31'12"W 40.75'
A10
N89 28'33"W 28.63'
A9
N87 55'32"W 28.12'
A8
575 39'21"W 45.23'
A7
S66 32'10"W 49.58'
A6
S86 26'02"W 66.08'
A5
S87 27'36"W 76.83'
Red Apple Group, LLC
7~2 Village Road, SW
Shallotfe, NC 28470
62754.57 2223608.95 A4 62656.86 2223071.61
S85 59'10"W 58.27'
62747.43 2223552.94 A3 62652.78 2223013.48
S56 59'37"W 46.60'
62756.21 2223532.27 A2 62627.39 2222974.40
S64 40'04"W 25.17'
62770.92 2223500.16 Al 62616.63 2222951.65
S69 22'47"W 54,71'
62760.56 2223476.43 B1 62597.36 2222900.44
S64 28'51 "W 47.88'
62740.59 2223438.86 B2 62576.73 2222857.23
S77 23'06"W 35.74'
62719.94 2223391.79 B3 62568.92 2222822.35
S76 53'40"W 21.65'
62694.04 2223360.35 84 62564.01 2222801.26
S24 04'10"W 21.26'
62694.30 2223331.71 B5 62544.60 2222792.59
S78 14'42"W 22.30'
62695.32 2223303.61 B6 62540.06 2222770.76
S89 49'56"W 14.69'
62684.11 2223259.78 B8 62540.02 2222756.08
N72 03'23"W 6.86'
62664.37 2223214.31 B9 62542.13 2222749.55
N17 45'42"W 15.72'
62660.26 2223148.36 B10 62557.10 ~~,t~[ f
2222~~~~

'
"
' p
'»^Gi,~i~b~{ V''v l~ 14'III`r~4,71 ~iif
N1 38
20
E 12.45
0 7. 0 9 2 6 ~`,~rt+,~ 43 r LOOr
LAWSONS LANDING
BRUNSWICK COUNTY, NC
BEARINGS
DATE: FEB 2007
MCE PROJ q 3058-0005
DRAWN CCK
oESICNED ccK
CHECKED JLC
PROJ. MGR. MAG

°~ raE xuuaEA
SCALE
HORIZONTAL: pAnvnxc xuxAEA
NA
VERTICAL: E to
NA
OF 11
sTArus: LAMA EXHIBITS AE"5~°"
~1C

. ~
811
62569.54 2222745.11
N5 33'46"W 26,07'
C28
S2 30'58"E 16.70'
812 62595.49 2222742.58 C29
N53 00'24"W 50.61' S72 35'30"E 25.08'
813 62625.94 2222702.16 C30
N68 21'45"W 41.66' N84 12'57"E 11.40'
814 62641.30 2222663.43 C31
N59 00'40"W 35.12' N73 09'40"E 18.59'
C19 62659.39 2222633.32 C32
S17 45'22"E 13.19' S85 08'15"E 19.87'
C20 62646.83 2222637.34 C33
S79 20'27"E 15.07' S66 35'05"E 12.11'
C21 62644.04 2222652.16 C34
S52 12'20"E 14.44' N66 55'12"E 23.66'
C22 62635.19 2222663.57 C35
S55 52'49"E 23.15' N72 00'45"E 24.69'
~~, C23 62622.21 2222682.73 C36
S42 08'46"E 18.97' N85 55'06"E 17.79'
C24 62608.14 2222695.47 C37
S63 56'48"E 11.67' S86 53'52"E 20.59'
C25 62603.01 2222705.95 C38
S45 00'51 "E 28.50' N50 43'29"E 12.91'
C26 62582.86 2222726.11 C40
520 57'31 "E 13.93' N71 43'36"E 8.63'
C27 62569.86 2222731.09 C41
S17 45'12"E 10.63' N67 23'51 "E 16.83'
C55
Z4s tvortn wont atreet
Wilmington, North Carolina 28401
Phone: [phone] ,Fax: [phone]
AA0002667 EBOOD6691
www.mckimcreed.com
Red Apple Group, LLC
7~2 Vllage Road, SW
Steal/offe, NC 28470
62559. 73 2222734.33 C42 62569.99 2222936.31
N61 27'13"E 17.19'
62543. 05 2222735.06 C43 62578.20 2222951.41
S87 04'54"E 16.03'
62535. 55 2222759.00 C44 62577.38 2222967.42
N48 48'43"E 7.90'
62536. 70 2222770.34 C45 62582.59 2222973.37
S86 15'35"E 23.06'
62542. 08 2222788.13 C46 62581.08 2222996.37
558 12'52"E 5.27'
62540. 40 2222807.92 C47 62578.31 2223000.86
S70 27'24°E 34.92'
62535. 59 2222819.04 C48 62566.63 2223033.76
SO 52'55"W 14.36'
62544.86 2222840.80 C49 62552.27 2223033.54
S3 11'01 "W 9.96'
62552.49 2222864.29 C50 62542.33 2223032.99
577 37'55"E 32.13'
62553.75 2222882.03 C51 62535.45 2223064.37
S22 51'37"E 30.09'
62552.64 2222902.59 C52 62507.72 2223076.06
S16 18'49"W 15.48'
62560.81 2222912.58 C53 62492.87 2223071.71
S2 42'24"W 15.86'
62563.52 2222920.78 C54 62477.02 ~3~38~1~
:~~~IV ~'~'I~.riv'i~!~~~~TG~'1
S9 10'53"W 9.26'
LAWSONS LANDING
BRUNSWICK COUNTY, NC
BEARINGS X 7 0 9 2 6
~~~'~~ ~ ~ it~~l
62467.89 2223069.48
DATE: fEB 2007
MCE PROJ. A 3058-0005
DRAWN CCK
DESIGNED CCK
CHECKED JLC
PROJ. MGR. MAG

SCALE ukC ERE NpuBER

HORIZONTAL: pAAVANL NpMBER
NA
VERTiGAL E11
NA
OF 11
srATUS: LAMA EXHIBITS A`"gyp"
N