20070432 Ver 3_CAMA Application_20071017

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NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor James H. Gregson, DlreCtOr William G. Ross Jr., Secretary
October 16, 2007 ~
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MEMORANDUM: ~~ `-~~ ~ ~
~' j 1 7 2007
TO: Cyndi Karoly, Supervisor
401 Oversight & Express Permits Unit r~Efvr~-wAr~~c~u~ur:~
YYE~TIAND•'' r~,''Q STO??A;vA i ~r2 9F{,9Cd~H
Division of Water Ouality-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 /Dredge & Fill Major Permit Application Review
Applicant: Mason Landing Yacht Club, LLC
Project Location: 2029 Turner Nursery Rd., adjacent to a man-made canal & AIWW,
in Wilmington, in New Hanover County
Proposed Project: perform maintenance dredging within basin and access channel; to construct bulkhead,
retaining wall and breakwater; and to redevelop marina docking facility
Please indicate below your agency's position or viewpoint on the proposed project and return this
form by Nov. 8, 2007. If you have any questions regarding the proposed project, contact Robb
Mairs 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

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DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Mason Landing Yacht Club, LLC C/o Steve Saieed
2. LOCATION OF PROJECT SITE: Located at 2029 Turner Nursery Road, adjacent to aman-made canal and
the Atlantic Intracoastal Waterway (AIWW), in Wilmington, New Hanover County
Photo Index - 2006: 22-7428, H-N, 17-19 2000: 22-277:17-18, I-N 1995: 22-259, F-N, 6-8
State Plane Coordinates - X: 2370582 Y: 189782 GPS File: V-062114A
Lat:34°15'54.541" Long: 77°46'24.748"
3. INVESTIGATION TYPE: CAMA/D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit- 10/01/07
Was Applicant Present -Yes (Agent)
5. PROCESSING PROCEDURE: Application Received -completed 10/03/07
Office -Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan -New Hanover County
Land Classification From LUP - Conservation/Resource Protection
(B) AEC(s) Involved: ES, EW, PT, OR
(C) Water Dependent: Yes
(D) Intended Use: Residential
(E) Wastewater Treatment: Existing -Municipal Planned -Municipal
(F) Type of Structures: Existing -Abandoned Marina with associated driveways and parking areas.
Planned- 25-Lot Residential S/d, clubhouse, pool and parking (currently under construction)
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION: [AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands
(coastal) 580 sq. ft. 125 sq. ft.
(B)Non-Vegetated Wetlands 104,678 sq. ft. 20,290 sq. ft.
Open water (maintenance
dred in )
(C) Other 300,000 sq. ft.
175
950 sq. ft.
High ground (disposal area) ,
(bulkheading)
(D) Total Area Disturbed: 601,623 sq. ft. (13.8 acres)
(E) Primary Nursery Area: No
(F) Water Classification: SA-ORW (AIWW) Open: No
8. PROJECT SUMMARY: The applicant is proposing to perform maintenance dredging within the existing
boat basin and access channel; construction of new bulkheading and retaining wall; open water breakwater and
redevelopment of marina docking facility.

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Mason Landing Yacht Club, LLC C/o Steve Saieed
Page Two
PROJECT DESCRIPTION:
The project is located at 1927 Turner Nursery Road, adjacent to the AIWW /Middle Sound, near
Wilmington, in New Hanover County. To locate the property from Market Street (NC Highwayl7), turn
onto Middle Sound Loop Road and continue east past Ogden Elementary School approximately 2 miles.
Turn left on Mason Landing Road and travel approximately 0.1 miles. Turn right onto Turner Nursery
Road and the property of interest will be located on the left. The property encompasses approximately
9.97 acres and was the former location of Johnson's Marina, which has recently been sold. The residential
and commercial buildings have been demolished along with the paved parking areas, driveways and
foundations. There is an existing gravel road located on the southwestern end of the property that leads to
a paved peninsula (concrete pier) located on the most southeastern end of the property. The peninsula has
been historically used as trailer parking for the associated boatramp located on the northern side of
peninsula. The application states the existing marina previously contained approximately 60 wet slips
comprised of floating docks and finger piers, which have been removed. Steel and wooden bulkheads
stabilize portions of the interior section of the marina basin. There is also an existing highground wooden
retaining wall that stabilizes the highground area between the gravel access road and the location of the old
metal building
(See Sheet 1 of 9).
The upland area averages approximately 16' above mean sea level (MSL) and includes approximately
1,430 linear feet of shoreline along the man-made basin and the AIWW. High ground vegetation consists
of mixed hardwoods. There is a small pocket of §404 Type Wetlands (approximately 840 sq. ft.) located
on the northern end of the property. There is also another area of §404 Type Wetlands (approximately
15,746 sq. ft.) located on the western end of the property. Coastal Wetlands exist on the south side of the
peninsula and consist primarily of Smooth Cordgrass Marsh (Spartina altern~ora). Other mixed species
of Coastal Wetlands include: Glasswort (Salicornia sp.), Sea Lavender (Limonium sp.) and Salt Meadow
Grass (Spartina patens). Transitioning to §404 Type Wetlands including: Marsh Elder (Iva frutescens),
Wax Myrtle (Myrica cerifera L.), Sea Oxeye (Borrichia frutescens) and Common Reed (Phragmites
australis). Small pockets of volunteered Coastal Wetlands also exist along the north and south side of the
existing basin also consisting primarily of Smooth Cordgrass (Spartina alterniflora). An area of marsh,
approximately 300' in width, borders the northern side of the access channel to the basin, which primarily
consists of Smooth Cordgrass (Spartina altern~ora).
CAMA Major permit #67-07 was issued to Mason Landing Yacht Club, LLC c/o Steve Saieed, authorizing the
construction of a 25-lot residential subdivision, including but not limited to the roads, sidewalks, utilities,
marina clubhouse, pool and associated infrastructure. The permittee was recently issued a Major Modification
to CAMA Major permit # 67-07 on 8/20/07 through the CAMA Express Permitting Program for
maintenance dredging within the existing boat basin, access canal and entrance channel. However, CAMA
Major Permit # 67-07 did not authorize incorporation of the isolated, volunteered pockets of Coastal Wetlands,
consisting primarily of Smooth Cordgrass (Spartina alterniflora) located on the northern and southern ends of
the marina basin (See Sheet 1 of 9). CAMA Major permit #67-07 is due to expire on 12/31/2010. The
applicant has recently initiated maintenance excavation and currently under construction for the upland portion
of the project. The applicant and adjacent riparian property owner recently received a joint CAMA General
Permit No. 47450 for a new bulkhead along the shared northern portion of the property. Location of this
bulkhead is located landward of the existing steel and deteriorated asbestos bulkheading.
The waters of the AIWW in the vicinity of the project area are classified "SA-ORW" by the Division of Water
Quality. The area immediately adjacent to the project site is NOT designated as a PrimaryNursery Area (PNA)
by the Division of Marine Fisheries, and according to maps provided by Shellfish Sanitation, the area adjacent
to the project site is CLOSED to the harvesting of shellfish.

Mason Landing Yacht Club, LLC C/o Steve Saieed
Page Three
PROPOSED PROJECT:
The applicant is proposing modification to CAMA Major permit #67-07 to perform maintenance dredging
within the existing boat basin and access channel; construction of new bulkheading, retaining wall and open
water breakwater; and redevelopment of marina docking facility. The proposed maintenance dredging within
the existing marina basin, access canal and entrance channel would be to a depth greater than was originally
permitted through LAMA Major permits # 193-74 and #29-83. According to the application and site drawings,
approximately 4,000 cubic yards of material would be excavated by mechanical means using a bucket and
barge type dredge. The boat basin, 425' in length by an average of 130' in width, would be dredged from the
existing depths ranging from -0' to -6.0'@ Mean Low Water (MLW) to a final project depth of -6.0' @
MLW. The dredged footprint of the access canal and entrance channel, 600' in length by an average of 80' in
width, would be dredged from the existing depths ranging from -2.0' to a final project depth -6.0' @MLW
contours within the access channel, and taper off to the depth of the adjoining federally maintained channel
(approximately -9.0 to -10.5' MLW). Also, as mentioned previously, this maintenance excavation event
would incorporate pockets of isolated, volunteered Coastal Wetlands consisting primarily of Smooth Cordgrass
(Spartina alterniflora). The application also proposes maintenance excavation within the channel located on
the northern side of the access channel, which leads into the adjacent riparian property owner to the north
docking facility (Shell Property). Dimensions would be 68' in length by 21' in width would be dredged from
the existing depths ranging from -2.0' @MLW to a final project depth -6.0' @MLW. These dimensions
would be located outside the recently authorized maintenance excavation through CAMA Major permit
#67-07; however, these dimensions would be located within the historical dredging limits associated with
CAMA Major permits # 193-74 and #29-83. Further, the proposed dredging activities would remain within the
same footprint as originally permitted, however as previously mentioned, the entire boat basin and access
channel would be deepened from the originally permitted -5.0' contour to -6.0' contour (relative to MLW).
The application states that these dimensions also include excavation of a section of the most waterward end of
the existing highground concrete pier, which currently is located within the USACOE AIWW right-of--way.
According to the application package, the proposed dredging activities would be located a minimum of 10'
from any areas of Coastal Wetlands, not including the isolated, volunteered Coastal Wetlands aforementioned.
Spoil material generated from the dredging activities would be off-loaded at the head of the boat basin, and
then transported and spread throughout the high ground portion of the property. Please refer to Sheet 6 of 9 for
a detailed description of the spoil disposal area and Sheet 3 of 9 for a detailed description of the proposed
dredging activities.
The applicant proposes to stabilize the marina basin and access channel with new bulkheading and retaining
walls. The new bulkhead would run approximately 1,675 linear feet throughout the marina basin, access
channel and waterward of the concrete pier. Sections of the new bulkheading would be within the alignment
authorized under CAMA General permit No. 47450, which did not authorize incorporation areas of the
isolated, volunteered Coastal Wetlands located on the northern portion of the basin. The application states the
new alignment would average less than 10' waterward of MHW. The new bulkheading along the concrete pier
would incorporate and close off the use of the existing boatramp at this location. The application states that a
retaining wall (Keystone wall) would tie into the authorized bulkhead located on the northern side of the basin.
The Keystone wall would be located partially on the applicant's property and then turn entirely along the
shoreline of the adjacent property owner to the north (Shell property). The application states that Keystone
wall location on the applicant's property is designed to stabilize and preserve a large live oak tree and other
mature trees and shrubs that stabilize a bluff on the shared shoreline. The property owners have agreed in
writing for the location of the bulkheading (See agreement dated December 21, 2006). The application also
proposes the construction of platforms, measuring 24' in length by 12' and 5' in length by 4' in width, adjacent
to the existing private pier and residence of the property owner to the north (Shell property). The applicant also
proposes to stabilize the southwestern portion of the property with a highground retaining wall. The retaining
wall would run along the gravel road and 25' access easement that leads to the parking area on the concrete
pier. The retaining wall would terminate adjacent to the authorized marina clubhouse located at the terminal
end of the basin (See Sheet 3 of 9).

Mason Landing Yacht Club, LLC C/o Steve Saieed
Page Four
The applicant proposes to redevelop the marina docking facility with new floating docks, finger piers and
mooring pilings to accommodate 57 vessels. A floating dock would be installed on the northern side of the
marina basin, measuring 258' in length by 6' in width. Eight (8) finger piers, measuring 30' in length by 3.5'
in width, would extend perpendicularly towards the basin from the floating dock, approximately 30' apart. A
floating dock would be installed on the terminal end of the basin waterward of the authorized marina
clubhouse, measuring 113' in length by 10' in width. This dock would then lead onto a floating dock located
on the southern side of the marina basin, measuring 426' in length by 6' in width. Seven (7) finger piers,
measuring 35' in length by 3.5' in width, would extend perpendicularly from the floating dock towards the
basin, approximately 36' apart. An additional four (4) finger piers, measuring 40' in length by 4.5' in width,
would extend approximately 40' apart from the same floating dock. The floating dock would then lead onto a
floating dock, measuring 345' in length by 6' in width, also along the southern side of the access channel.
Nine (9) finger piers, measuring 40' in length by 4.5' in width, would extend perpendicularly towards the
channel from this floating dock, approximately 40' apart. Two (2) of these finger piers would be
approximately 20' apart that would accommodate slips number 1 and 2. 28 mooring pilings would be installed
between these finger piers to accommodate these slips. The application states the proposed redeveloped
marina docking facility would accommodate at total of 57 vessels (See Sheet 2 of 9).
The applicant proposes to install a vinyl breakwater to protect the outer portions of the docking facility from
wave actions associated with the AIWW. The breakwater would be located at the entrance of the access
channel with dimensions of 100' in length by approximately 10' in width. The application states the
breakwater would be designed with 1" gaps per linear foot or equivalent to allow for water passage. The
application also states the breakwater height would be constructed 1' above MHW with reflectors on treated
posts every forth post for navigational concerns and would not extend beyond the concrete pier located to the
south of the proposed location (See Sheet 2 of 9 and Sheet 9 of 9).
10. ANTICIl'ATED IMPACTS:
The proposed boat basin, access canal and entrance channel maintenance dredging would impact
approximately 104,678 sq. ft. of previously dredged shallow bottom area, deepening the basin and access canal
from -5.0' to -6.0 MLW, which would result in the removal of approximately 4,000 cubic yards of material
within Estuarine Waters and Public Trust Areas as maintenance excavation. As proposed, it appears that the
dredging activities would impact approximately 580 sq. ft. of Coastal Wetlands, consisting primarily of
Smooth Cordgrass (Spartina alterniflora). Approximately 300,000 sq. ft. of highground area would be
disturbed for the spoil site area preparation and placement of material. Increases in turbidity should be
expected during the dredging period however, no long term or adverse impacts are anticipated. The proposed
docking structures (floating docks, finger piers and mooring pilings) would incorporate approximately 10,692
sq. ft. of Estuarine Waters and Public Trust Area, however, much of this area was usurped by the previous
marina facility. The application states that the proposed structures would be located within the previous
marina's original footprint and would have a similar use. The proposed breakwater would incorporate
approximately 800 sq. ft. of Estuarine Waters and Public Trust Area. The new bulkhead would incorporate
approximately 8,798 sq. ft. of Estuarine Waters and Public Trust Area and approximately 175,950 sq. ft. of
highground for associated backfill and anchor system. The proposed highground retaining wall and Keystone
wall would disturb approximately 128,000 of highground for associated backfill and anchor system. The
Keystone wall would incorporate approximately 125 sq. ft. of Coastal Wetlands, consisting primarily of
Smooth Cordgrass (Spartina alterniflora). The proposed platforms associated with the docking facility on the
adjacent riparian property to the north would disturb approximately 308 sq. ft. of highground. The plans
indicate that no more than 200 sq. ft. would be located within the Coastal Shoreline 30' buffer. Approximately
4,000 sq. ft. of Estuarine Waters and Public Trust Area would be created by the removal of the waterward end
of the concrete pier.
Submitted by: Robb Mairs Date: October 12, 2007 Office: Wilmington

Project Narrative
Major Modification to Permit #: 67-07
Mason Landing Yacht Club
Wilmington, New Hanover County, North Carolina
Mason Landing Yacht Club, LLC, Applicant
This Major Modification proposes the redevelopment of the subject marina. The marina,
formally known as Johnson Marine, is located partially within an inland basin and
partially in the open waters of the Intracoastal Waterway in Wilmington, New Hanover
County, North Carolina. The proposed work includes the replacement of the docking
structures, partial removal of portions of the existing concrete peninsula including the
portion within the USACE Atlantic Intracoastal Waterway Right-of--Way, new bulkhead
and retaining wall construction, repair of existing bulkhead, a breakwater, and dredging.
There were 60 slips existing in the marina, these structures will be removed and there are
a total of 57 slips proposed. The existing boat ramp is proposed to be removed.
The proposed keystone wall does incorporate approximately 125 square feet of sparsely
vegetated coastal wetlands. The keystone wall is proposed in this location to preserve a
large live oak tree and other mature trees and shrubs that would otherwise have to be
removed to allow for bulkhead placement at the mean high water line located at the base
of the existing escarpment.
The proposed breakwater will not impede navigation due to its proposed location in
relation to the existing concrete peninsula. The breakwater will have a maximum height
of 1' above MHW with the exception of posts with reflectors located on every 4`h piling.
See sheet 9 of 9 for a typical detail.
Previous permits for the site include Major Permit # 67-07, GP # 47450, and a Major
Modification to permit # 67-07 was issued on August 20, 2007. Stormwater Permit No.
SW806720 and Grading Permit # 74B-06 have also been issued for the site. The Major
Permit authorized all of the upland development for the site located within the 575' AEC.
RECEIVED
DCM WILMINGTON, NC
- 1 - OCT 0 3 2007

The General Permit authorized the bulkhead along the northern boundary of the inland
basin with the exception of areas where insignificant volunteered coastal marsh pockets
were located. The Major Modification authorized maintenance dredging within previous
dredging limits to a depth of -6'MLW.
Soils on the property are mapped by the Natural Resource Conservation Service (MRCS)
as Leon Sand, Lakeland Sand and Tidal Marsh.
RECEIVED
dCM WILMINGTON, NC
OCT 0 3 2007
-2-

DCM MP-1 ~ ~ - D ~} 30'1. V 3
APPLICATION for
Major Development Permit
past ravtsed ~ 2/rr/o6)
Noah Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
Mason Landing Yacht Club, LLC Project Name (if applicable)
Mason Landing Yacht Club
Applicant 1: First Name
Steve MI
NA Last Name
Saieed
Applicant 2: First Name
NA MI
NA Last Name
NA
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
3317 Masonboro Loop Road PO Box
NA City
Wilmington State
NC
ZIP
28409 Country
New Hanover Phone No.
910 - 332 - 3680 ext. NA FAX No.
910 - 332 - 3687
Street Address (d different from above) City State ZIP
Email
2. Agenf/Contractor Information
Business Name
Land Management Group, Inc.
Agent/ Contractor 1: First Name MI Last Name
Greg S Finch
AgenU Contractor 2: First Name MI Last Name
William S Morrison
Mailing Address PO Box City State
2522 Wilmington NC
ZIP Phone No. 1 Phone No. 2
28402 910 - 452 - 000 1 ext. NA NA - - ext.
FAX No. Contractor #
910 452 0060 NA
Street Address (~f different from above) City State ZIP
R EC E I
3805 Wrightsville Avenue Wilmington _
NC
Email
[e-mail] S ~ P 1 2 2007
<Form continues on back>

Form DCM MP-1 (Page 2 of 5)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple) Street Address State Rd. #
New Hanover 2029 Turner Nursery Road 1406
Subdivision Name City State Zip
Wilmington NC 28405 -
Phone No. Lot No.(s) (~f many, attach additional page with list)
- - ext. NA, ,
a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project
~~ ~~~ Intracoastal Waterway
c. Is the water body identified in (b) above, natural or manmade? d. Name the Gosest major water body to the proposed project site.
^Natural ®Manmade ^Unknown Intracoastal Waterway
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.
New Hanover County
4. Site Description
a. Total length of shoreline on the trail (tt.) b. Size of entire tract (sq.ft.)
1430' +/- 434,293 s.f.
c. Size of individual lot(s) d. Approximate elevation of tract above NHW (normal high water) or
Min. 3,542 s.f., Max. 12,712 s.f., NWL (normal water level)
(If many lot sizes, please attach additional page with a list) Average of approx. 16' ®NHW or ^NWL
e. Vegetation on trail
Native grasses and shubs and trees.
f. Man-made features and uses now on tract
Concrete parking and storage areas, metal wharehouse and associated walkways and utilities, bulkheads, floating docks.
g. Identity and describe the existing land uses adjacent to the proposed project site.
Residential uses.
h. How does local government zone the tract? i. Is the proposed project consistent with the applicable zoning?
CD R-15 (Attach zoning compliance certificate, ff applicable)
®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?
I. Is the proposed project located in a National Registered Historic District or does it involve a ^Yes ®No ^NA
National Register listed or eligible property?
t-{~CEiVED
<Form continues on next page> !ACM WILMINr.,T(lr\~. NG
S E P 1 2 2007

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.
Community Sewer
o. Describe existing drinking water supply source.
Private Well
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 purpose of the proposed project is create a community marina. Slips may be leased or sold and function as permanent
dockage slips.
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 will be used for the construction of the dock system, bulkheads and the
excavation of the basin and access channel. Equipment will be stored on the upland portions of the propery.
d. List all development activities you propose.
Construction of a community boating facility, shoreline stabilazation including bulkheads and retaining walls and
refurbishment of the existing concrete penisula.
e. Are the proposed activities maintenance of an existing project, new work, or both? Both
f. What is the approximate total disturbed land area resulting from the proposed project? +/-315,000 ®Sq.Ft or ^
Acres
g. Will the proposed project encroach on any public easement, public accessway or other area ^Yes ®No ^NA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
See CAMA Permit #: 67-07 and Stormwater Permit No. SW8060720 for existing and permitted upland details. No new
discharges are proposed with this application.
i. Will wastewater or stonnwater be discharged into a wetland? ^Yes ^No ®NA
If yes, will this discharged water be of the same salinity as the receiving water'? ^Yes ^No ®NA
j. Is there any mitigation proposed? ^Yes ^No ®NA
If yes, attach a mitigation proposal.
RECEIVED
<Form continues on back> GCM WILMINGTON, NC

Form DCM MP-1 (Page 4 of 5)
APPLICATION for '
Major Development Permit
6. Additionallnformation
In addition to this completed application fo-m, (MP-1) the following items below, if applicable, must be submitted in order for the application
package to be complete. Items (a) - (t) are ahvays applicable to any major development application. Please consult the application
instruction booklet on how to propery 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
clearly indicate on maps, plats, drawings to distinguish
reviously authorized work
lete? If
m
l
d
rti
,
p
p
y co
rea
on a
proposed project. Is any po
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.
A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such
f
.
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 State of North Caroline, State Property Office Phone No. NA
Address 1321 Mail Service Center, Raleigh, NC 27699-1321
Name Bruce and Cynthia Shell Phone No. NA
Address 1921 Atlantic Drive, Wilmington, NC 24805
Name Joseph H. Jr. 8~ Ann W. Johnson Phone No. NA
Address 1801 Azalea Drive, Wilmington, NC 28405
Name Richard C. & Ann C. Donaldson
Address 1917 Atlantic Drive, Wilmington, N.C. 28411
g. A list of previous state or federal permits issued for work on the project trail. Include permit numbers, permittee, and issuing dates.
Major Permit # 67-07 issued to Mason Landing Yacht Club, LLC Stormwater PermR # SW8060720 issued to Mason Landing
on 5/4/07 Yacht Club, LLC on 10/10/07
General Permit # 47450 issued to Mason Landing Yacht Club, Major Permit # 29-83 issued to Hanover Towing on 3/11 /83
LLC and Bruce and Cynthia Shell on 4/30/07 --_______~_-~____--------------------
---~-- Major Modification to Permit # 67-07 issued to Mason Landing
Major Permit # 193-74. Yacht Club, LLC on August 17, 2007
h. Signed consultant or agent authorization form, if applicable.
i. Wetland delineation, rt 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 be+ost~o-f myknowledge.
Date ~t~In7 Print Name ': ~~ O~ww~ Groff, ~r'L.
signature /'` RECEIVE D
DCM WILMINGTON, NC
Please indicate application attachments pertaining to your proposed project. ~ E P 1 2 2007
®DCM MP-2 Excavation and Fill Information ^DCM MP-5 Bridges and Culverts

Form DCM MP-1 (Page 5 of 5)
^DCM MP-3 Upland Development
(DCM MP-4 Structures Information
APPLICATION for
Major Development Permit
RECEIVED
DCM WILMINGTON, NC
S E P ~ 2 2007

Form DCM MP-2
EXCAVATION and FILL
{Except for bridges and culverts)
Attach this form to Joint Applicatian 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 €eet.
Access Other
Channel
{NLW or Canal Boat Basin Boat Ramp Rock Groin Rock
Breakwater (excluding
shoreline
NWL stabilization)
Length 600' 425' fi$'
Width Average of Average of
' -21'
80` 130
Avg. Bxisting -2 to -6' MLW 0 to -6'MLW NA NA -- -2' MLW
Depth
Final Froject _g, MLW -6' MLW NA NA -6' MLW
Depth
7. EXCAVATION
a. Amount of material to 6e excavated from below NHW or NWL in
cubic yards.
Approx. 4,000 c.y.
c. {i) Does the area to be excavated include coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
®CW 5f10 s.f. ^SAV ^SB
^WL ^None
{ii) Describe the purpose of the expvaUon in these areas:
Excavation of the boat basin to original limits. Small coastal
wetland pockets have volunteered within the basin.
Z. DISPOSAL DF EXCAVATED MATERIAL
a. Location of disposal area.
Qn sits.
pThis section not applicable
b. Type of material to be excavated.
Sand and Silt
d. High-ground excavation in cubic yards.
Approx. 7,000 c.y.
pThis section not applicable
b. Dimensions of disposal area.
Irregular, +l- 300,000 s.f., see sheet ~ of 8.
c. {i) Do you claim title to disposal area?
®Yes []No ^NA
(li) if no, attach a letter granting permission from the owner
e. (i) Does the disposal area Include any coastal wetlandslmarsh
(CW), submerged aquatic vegetation (SAV}, shell bottom (SB},
or other wetlands (WL)1 if any boxes are checked, provide the
number of square feet affected.
^CW ^SAV ^SB
^WL ®None
(ii) Describe the purpose of disposal in these areas:
OCR ~ ~ ZOQi
d. {i} Will a disposal area be available for future maintenance?
^Yes ©No ^NA
{ii) If yes, where?
f. (i) Does the disposal include any area in the water?
^Yes ®No ^NA
(ii) If yes, haw much water area is affected?
RECE~VEU
t~GM WILMINGTON, NC
252-IIO$-2808 :: 't-888-~if:CpAST :: vJ~ti~w.nccoasfatrvsananement.net: revised: 1212610G

~~alr~ H~~~ {l~E~-~ {~:reava~ioet and Eiil, Pae~e ? of 2j
3. SHORELINE STABILIZATION pThrs section not applicable
{lf development is a wood groin, .use MP-4 -Structures)
a. Tvme of shoreline stabilization: b. Length: 1675'
©Bulkhead ^Riprap ^Breakwater/Sill ©Other: Width: 2'
Retaining Wail
c. Average distance waterward of NHW or NWL: < 10' d. Maximum distance waterward of NHW or NWL: 8.5'
e. Type of stabilization material:
Wood, metal, composite or keystone
f. (i) Has there been shoreline erosion during preceding 12
months?
^Yes ~x No ^NA
(il) If yes, state amount of erosion and source of erosion amount
information.
g. Number of square feet of tilt to be placed below water level.
Bulkhead backfill 1A6 Riprap
B reakwaterlSiil Other
i. Source of fill material.
On site materia[
h. Type of fill material.
Sand, local soil.
4. OTHER FILL ACTMTIES '®This section'nof applicab!$
(Excluding Shoreline Stabilization)
a. (i1 WIII fill material be brought to the site? ^Yes ^No ^NA b. (I) Will till material be placed in coasiai wetlandslmarsh (GW),
If yes,
(ii) Amount of materia[ to be placed in the water
(iii) Dimensions of fill area
(iv) Purpose of fill
submergeC] agU2UC veg6rauon torwj, anni~ uuuun~ t.,~,~, v,
other wetlands (WL)7 If any boxes are checked,. provide the
number of square feet affected.
^GW ^SAV ^SB
[]WL ^None
(ii) Describe the purpose of the fill in these areas:
5. GENERAL
a. How will excavated or fill material be kept on site and erosion
controltedl
Erosion and Sedlmentatlgn Control plan to be submitted.
c. (i} Wiil navigational aids 6e required as a result of the project?
Yes ®No ^NA
(ii) If yes, explain what type and how they will be implemented.
b. What type of construction equipment will be used (e.g., dragilne,
backhoe, or hydraulic dredge)?
Bucket-to-barge excavation:
d. (i) Will wetlands be crossed in transporting equipment to project
site? DYes QNo ^NA
{ii} If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
t ~ '~~ f ~ ~ Applicant N
Date
„ ~, ~' Applicaht Signature
f'roJect Name RECE9V EC7
DCM WILMING~'ON, NC
252-IIOti-2£i08 :: 'i-80ti-4CtCflAS i :: www.nccoast~tniana en,eE,t~net 0 T 1 0 O rcvisett: 1ll2&1ttB

Form DCM MP-4
STRUCTURES
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
1. DOCKING FACILITY/MARINA CHARACTERISTICS
a. (i) Is the docking facilityfmarina:
^Commercial ^PubliGGovernment ®Private/Community
d. (i) Are Finger
If yes:
(ii) Number
(iii) Length
(iv) Width
(v) Floating
b. (i) WiII the facility be open to the general public?
^Yes ®No
c. (i) Dock(s) and/or pier(s)
(ii) Number 4
(iii) Length 113' 426', 345', 258'
(iv) Width 10'. 6', 6'. 6'
(v) Floating ®Yes ^No
e. (i) Are Platforms included? ^Yes ®No
If yes:
(ii) Number
(iii) Length
(iv) Width
(v) Floating ^Yes ^No
Note: Roofed areas are calculated from dripline dimensions.
g. (i) Number of slips proposed
57
(ii) Number of slips existing
60
i. Check the proposed type of siting:
^ Land cut and access channel
^Open water; dredging for basin and/or channel
^Open water; no dredging required
®Other; please describe:
Partial existing inland basin and open water,
maintenance dredging required.
k. Typical boat length: 30'-40'
^This section not applicable
?iers included? ®Yes ^No
28'
8(g~30' 7Cg~35'.13(a~40'
30' Fingers aC~ 3 5'' 35'&40' Fingers aC~ 4.5'
®Yes ^No
f. (i) Are Boatlifts included? ^Yes ®No
If yes:
(ii) Number
(iii) Length
(iv) Width
h. Check all the types of services to be provided.
^ Full service, including travel lift and/or rail, repair or
maintenance service
^ Dockage, fuel, and marine supplies
® Dockage ('Yaet slips') only, number of slips: 57
^ Dry storage; number of boats:
^ Boat ramp(s); number of boat ramps:
^ Other, please describe:
j. Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types).
Mixed RECEIVED
DCM WILMINGTON, NC
O C T 1 1 2007
L (i) Will the facility be open to the general public?- - - ..
~~:-fit ., ":: _ ..~T '. ,

m. (i) Will the facility have tie pilings?
®Yes ^No
(ii) If yes number of tie pilings?
28
2. DOCKING FACILITY/MARINA OPERATIONS
a.
b. Describe treatment type and disposal location for all sanitary wastewater.
Community sewer
c. Describe the disposal of solid waste, fish offal and trash.
Clubhouse dumptser
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.
(ii) Give the location and number of "pumpout Available" signs proposed.
One at floating dock access in front of clubhouse.
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. One "No Wake" sign at marina entrance
i. Give the location of fuel-handling facilities, and describe the safety measures planned to protect area water quality.
NA
j. What wilt be the marina policy on overnight and live-aboard dockage?
No live-aboard dockage policy.
k. Describe design measures that promote boat basin flushing?
Existing basin.
DCM WILMINGTON, NC
^Yes ®No
Check each of the following sanitary facilities that will be included in the proposed project.
^ Office Toilets
^ Toilets for patrons; Number: ;Location:
^This section not applicable
^ Showers
® Boatholding tank pumpout; Give type and location: Portable pumpout located at permitted clubhouse.
S E P 1 2 2007

I. If this project is an expansion of an existing marina, what types of services are currently provided?
Redevelopment project, no services currently provided.
m. Is the marina/docking facility proposed within a primary or secondary nursery area?
^Yes ®No
n. Is the marinaldocking facility proposed within or adjacent to any shellfish harvesting area?
^Yes ®No
o. Is the marinaldocking 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 580 ^SAV ^SB
^WL ^None ~
'Jt~'~"G t 5 a arm vd1un'1triT Poems V:{~:.v7 ~h lalGe-1 yr~s~5l~ ~.'c.-
c ~4
p. Is the proposed marina/docking facility located within or within close proximity to any shellfish leases? ^Yes ®No
If yes, give the name and address of the leaseholder(s), and giveZhe 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 dripline 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 100'
b. Average distance from NHW, NWL, or wetlands
75' from wetlands
c. Maximum distance beyond NHW, NWL or wetlands
120' from wetlands
6. MOORING PILINGS and BUOYS ®This section not applicable
a. Is the structure(s):
^Commercial ^PubliGGovernment ^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.)
~~ C L/ L. f V L.. l.J
f
S E P 1 2 2001

C; ti"'i'~ ~ ~ 3 ~ ,'~. ~ , , , - --
e. Arc of the swing
7. GENERAL
a. Proximity of structure(s) to adjacent riparian property lines
Greater than 15'.
b. Proximity of structure(s) to adjacent docking facilities.
Approx. 90'
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body
Inland basin NA~ Open water: varies.
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
j]This section not applicable
a. Give complete description:
A 12' x 24' Platform addition to the existing pier and a 5'x4' platform to access the proposed stairs located on the Shell Property.
X11 S I b `~
Date
,-~ ~~`~~
Project Name
l l_~
Applicant Name
Applicant Sign2Rure
d. Water depth at waterward end of structure at NLW or NWL
Existin4/Permitted -5' NLW' Proposed: -6' NLW.
RECEIVED
~C~1 WILMINGTON, NC
S E P 1 2 2007

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~ ° ~ j'° m ~ ~~''Aly. SAIEED CONSTRUCTION SYSTEA~S
~+ WILMINGTON, NORTH CAROl1NA Parr OAF/ce ax 992!3 Ra(e/gh, North LarO(MO 27621
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RENSION DATE DESCRIPTION BY

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MASONS LANDING BULKHEAD
SAIEED CONSTRUCTION SYSTEMS
'MLIAINGTON, NORTH CAROLINA
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Existing Pier
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Existing B
Property Line
Contour Line
MHW Line
404 Wetland
Legend
LAND MANAGEMENT IS NOT RESPONSIBLE FOR LOCATING, OR THE
' Isolated Coastal Wetland LOCATION OF, UTILITIES. ANY UTILITIES SHOWN ON THIS PLAN HAVE
BEEN PROVIDED BY THIRD PARTIES AND ARE FOR GENERAL REFERENCE
PURPOSES ONLY. IT IS THE REBPONSISILITY Cf THE OWNERIAPPLICANT
ANDIOR CONTRACTOR TO CONTACT A PROFESSIONAL UTILITY
LOCATING COMPANY.
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PRELIMINARY ~~
NOT FOR CONSTRUCTION
~ Project:
Masan Landing Yacht Club
LMG
Applicant:
LAND MANAGEMENT GROUP n+c Mason Landing Yacht CIGb, LLC
~. EnvironmentdlConsuhonts
PostOffceBox2622 Tille:
Wilmington, North Carolina 28402 Existing Conditions
Tlehn:1~42 t
~a
a
Site
ap
Nate: 60 Slips Existing,
R~~~~~~~
DC~P~~~INGTON, NC
OCT 0 3 2007
THIS MAP 18 BASED ON ORIGINRL
DRAWINGB ANDIOR SURVEY
INFORMATION FROM:
MICHAEL UNDERWOOD and
ASSOCIATES, PA
lANO MANAGEMENT IS NOT
RESPONSIBLE FOR THE ACCURACY
OF SAID INFORMATION
0I5I0T
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NA
02.05-578C
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0 ,~ ~ • X -3.43 ~ Approx.
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-- .3.70 X -3.71 X -2.95 )(-1.46 -1.44 X -1.5 1 X -1.60 '
X -3.75 X -2.89 X -1.55 X -2.07
- ' ~• ,2.70 X -3.84 X -2.93 X -1.46 2 )(-1.64 -1.59 X -2.35
_ X -3.04 X .Xg~ X •1.66 X -2.~
2 -2.50 X X14.43 X -2.99 -1.77 1 X -1.76 X
-1.10 X -2. X -1.75 1.73 X -2.07
1 X X43.90 5 X -1.92 ~ X -1.75 X -2.56
-2.55 X -1.85 X _1.91 X •3.17
)(-3.89 )(-2.51 y` 6 X -2.32 X -3 0
X 2 71 X -4.00 , X 2 57 -1.85 X 2 7 -4'
3 )(-3.52 X - 2 X -0.97 )(-0.98
? -3.93 X -3.60 - .19 X -1.05 ~(-0.93
X -420 X •3.49 -1.23 X -1.08 X -1
X -3.25 )(-1.05
X -5.66 X -1.40 X .1.09
X -3.02
20 X -5.97 X -1.37
-4.20 X -4.28 X -2.7 X -1.39 X -1.16
X -3.84 X '6 X -1.29 X -1.23
X 2 68 5
~otic'`..
~~A •,
/~'~
X _0 90 X -0.50
X -1.01 X -0.25
X -1.12 X -0.40
X-1.23 X~
~ ~ _n ~ ~ X -1.34
Isolated Coastal Wetland
LAND MANAGEMENT IS NOT RESPONSIBLE FOR LOCATING, OR THE
LOCATION OF, UTILITIES. ANY UTILITIES SHOWN ON THIS PLAN HAVE
BEEN PROVIDED BY THIRD PARTIES AND ARE FOR GENERAL REFERENCE
PURPOSES ONLY. IT IS THE RESPONSIBILITY OF THE OVrNER/APPLICANT
ANOIOR CONTRACTOR TO CONTACT A PROFESSIONAL UTILITY
LOCATING COMPANY.
10
5 X -2.19 - 7 X
X -2.36 X -X59 )(_2.52 X -4.08
)( 2 38 -4.50
X -4.22 X -2.93 X -5 7
X -2.38 8 ~(-4.11 -2.39 X -3.31 -5.35
X -4.4 X •2.79 X X8 6 X •5.70
-3.23 1 X •3.17 X -6
X -3.52 -3.90 X -3.56 .5.14 X
~ X -4.04 X -3.91 x(_5.72
~ X -4.39 X X4 3 )(-6.77
• > ~-4.40 X -4.69 -5.10 X -7.8
X -4.44 X -4.99 X -5.81 X I
O X -4.87 X -5.2 9 )( -6.53 ~
0~ ~ X -5.27 -6.01 X -7.70
~~ ~ / ~ X -5.76 X -5.67 J(-6.34 X -8.95
X-5.19 X•6.06 X.6.99 X-10.
~ X -4.80 6 X -6.02 X ~
~ X -5.24 -6.84
X -3.95 X -7.19 X -9.11 ~
' ~ X -3.88 X -5. )(-7.76 X -10.17
` / X -3.80 9 X -8.77 X -11.24
X -4.13 -6.83 X -9.79 X -1
v ~ X -2.94 ~(-4.85 X -7.53 X -10.80 ;
X -3.36 X -5 7 X -8.08 ~(-11.75
~ X -3.41 -6.75 X -8.56 1 .65
19 PRELIMINARY~C// 3 X -3.70 7.60 X -9.29 X -
-0.67 NOT FOR CONSTRI~Q 3 23 X -4.33 X - )(-10.38 -132C
.. non /\ • ...... ~ -5. 4 X -8.00 ~ ~ -11 R't X -1:
Dock and Marina Structures
Designed and Drawn by:
~~~~
MARINE
EKC EPiiONw~ BY DESIGN
NOTE: Project Footprint is Subject to Regulatory
Interpretation and is Entirely Preliminary.
+~ t~~VED
d~~~`~~NI ~C
O C T 0 3 2001
THIS MAP IS BASED ON OriIGINAL
DRAWINGS ANDIOR SURVEY
INFORMATION FROM:
MICHAEL UNDERWOOD and
ASSOCIATES, PA
WITNLRY ~~Y RAVLNl4
LAND MANAGEMENT IS NOT
RESPONSIBLE FOR THE ACCURACY

E~
~~
'~\
D
ONE
W00
ENCE
POLE ~
{ ~ ~a
~~ ~OJ~ ~ ~
~ ~
~~.~ JQQO~~,
~ ~
~Q ~~~
~1
4 vyo
~ tic
~~ ~
/ 9.83'j
~ 41
~I ~- ,
X -2.40
`' 4
' e~ X -3.85 •
-0.4(i~9
3~(-3.27
e. X -0.3
,~
''~~ ~'Fr
9Y
`4 ``` o
.~ ,.~ y~9,, \
r
\\~ l`. o
/`
- ------ ~
aYace or.,lv.~.
P.C. t3o~
Raleigh, .F 27602
Approx Locs
Volunteered
X-3.s2 ~ 46 ~:
X -3.43
X -3.59 4T]60 `•
Pr7~ Bulkh `
-3.43 X -4.06 - .80
-3.46 )( _3.68 49
~X X3 3.55 X-3.33 , ~
35 X -3.58 X -3.55'
X -3.93 X -3.
34, X-3.85
-o.2a 33 X X73
-3
/~ -3.58
~ \\
Bulkheall~ ~\
~ ~
ipn and Size of~~ ~~
~otfstal Wetland ~ ~\ \
, ~
\ \
• `', ~~ \
\ ~
'''• ~ \
, \ ~~ \
.~ i \
ermined- --- r_____ \
Bulkhead '`•~ ~ ~
U ~
i,••, ~
~~'',, ~
' ~
~ ''•. ~
~,~` \ ~\
, 'L
I ''~, ~
51 X °. ~
3.47 X -~ ~ ,~\ \
k.0.2 ~ `ti
~,; ~
.ti
3 ~~
1.70 {~-§~
nX -2.00 ,
'0.40
nn X -2.30
s ~,
4 ,
asOF~~ ` `
,~\
ye lti\
.Johnson gee \~Pq~
` Fl
5 ~'•.
Proposed New j ~'~
Retaining Wall '`.
~.,,`
Proposed New
Bulkhead ~
Legend
Property Line --•--•--•--•--•- 30' Buffer
404 Wetland Isolated Coastal Wetland
MHW Line
Richard C. & Ann C. Donaldson
1917 Atlantic Drive
Wilmington, N.C. 28411
Joint 4041Coastal
Wetland Line
Verified by DCM staff on 10!1107
Bruce T. 6 Cynthia M,~
1921 Atlantic DrNe
I~Alminalon, N.C. 28405
/~' r4' Landing
.Proposed Stairs
(As Needed)
30' Buffer
3. X -2.40 X _3.83 eystone Wa ~ Exfstlng Pler
X ~ Approx. Lo' ', n ` HW
26 X 2 20 X -3.70 of Oak Tr' •~ Proposed 125124'
X -3.55 / Platform
X -3.33 `~
'•.,X-0.1Q5 _2.00 RED 0 r dgeof
LL )(-3.32 /
)(-3.35 • NE Coas I etlands
.2Q4 X •3.53 '•.,\
X -1.80 X X43.60
'•,,~ -0 .~ X -3.43 / Approx.
2~ -1.70 X -3.49 / MLW
X -3.57
0.20 X -3.48 I''•,
~ 2 .80 X -3.29 '., 0.15
X 3,~3 ~' ., X 0.09
°~,A X 3.45
~ . 2O X -1.40 X -2.96 ,~''
19 X -2.77
'''~ -0.10 X -1~~. X -3.06
' X -3.25
`'` 18 17 X 3.52
HW ''' / -' X-3.43
~'''•, X'D'30, 16 ' 'X-2.10 X -3.35
pprox. ~~, X -3.41 Edg
MLW ` ` ~0,1 X-2.92
~'`w '. X -3.00 X -2.94
''~ ~ X -2.7z
'~', X10440• ` X •3.16
~, 13~•,3.0o X -3.35
~~.. X -2
~., ~~~ c
~d
~ ~8 a
O ~ MRI
4~~ a~
tye c,~ ~ Site
~~ ~
_ --
~~ ~ -1.7tamits
`•• ....... 12 •)(-2.90 X -1.73 X -0.70
~~ X -1. X -0.03
~'1 A . •
'non ~ 0.70
THIS MAP IS BASED ON ORIGINAL
PRELIMINARY DRAWINGS FROM,
NOT FOR CONSTRUCTION
WITHERS RAVENEL
ENGIN~Ia1 I ~LANNtRt I laRYl~Oaa
~Pi°~P I°"'6~'. "'w"'~r~lf'" a~'~ie-~-~ n~id9'-e~$10 :...~0i«."""
UND MANAGEMENT IS NOT RESPONSIBLE FOR LOCATING, OR THE PrOJBCC Dete:
LOCATION OF, UTILITIES. ANV UTILITIES SHOWN ON THIS PUN HAVE Mason Landing Yacht Club
BEEN PROVIDED BY THIRD PARTIES AND ARE FOR GENERAL REFERENCE LM G
PURPOSES ONLY, IT IS THE RESPONSIBILITY OF THE OWNERIAPPLICANT
ANDIOR CONTRACTOR TO CONTACT A PROFESSIONAL UTILIN Apphcanf: Scale.
LOCATING COMPANY. LAND MANAGEMENT GAGUP,nc Masan Landing Yacht Club, LLC
Environmental Consultants
1 0 Post Office Box 2522 Title: Drarm ey:
Wilmington, North Carolina 28402 Madna Derail
Telenhnne~ 910A52-0DDt
NOTE: Keystone Wall To Be Located
Above 4041Coastal Weiland Line.
No Wetland Impacts Proposed.
NOTE: The Proposed 12'x 24' Platform
Has 169 s.f. Coverage Within The
30' Buffer.
Dock and Marina SVuctures
Designed and Drawn by:
~~~~
MARINE
E%C EPTONn~ BY DESIGN
NOTE: Project Foetpdnl is Subjectto Regulatory
Interpretation and is Enllrely Preliminary.
R E~I~~V
DCI~~~~U~~fN~, NC
OCT 0 3 2007
IIS MAP IS BASED ON ORIGIN
DRAWINGS ANNOR SURVEY
INFORMATION FROM.
MICHAEL UNDERWOOD and
ASSOCIATES, PA
UND MANAGEMENT IS NOT
RESPONSIBLE FOR THE ACCURACY
!tC CI1I1 IAlLf1RA1GTl(11J
&5107 I NA
r.sc~ ozos~slec
sneN Nlmbar:
GSF / of B
Water Depth Are Relative To MLW.

''oRy6e~ U(ILItt y y Poii!' D
~, POLE /~ 536°55'SIR Oy- ~~Gq y
o-
[I titr 2U W~
OLEtt ~ ~E~~f ~~
y yti - Tk C2 4 ~ 4
O weunoosE o~~~ y
OFFICE O ~tij y \` y DEf~,
BUILDING y 4 tiy~~B~' OLD \
~ STONE
'~. S ~. 8' W000 \~\ 9UF r
a ~ ! ffNLE ~\
~ 4y~~~ &
~~
oq~
\ ~F
~0,
9ti
~ ~G
G
~~9~P
F 90,
OR rORMCRIY \s9s cF
RtICH ``yss
179 PAGE 633 \ s2o

yA
o~° .~
T3s~r
As
9~
~~s
--~T
y PA. eoltpl'
7e1Nal, 27107
.bph FL k. ~Am W. Jalwon ~ss. °'•. .\
1801 Anlr OAw
Wllrifllon, N.C.7e101
Proposed New
Retaining Wall
.,
Proposed New
_ Bulkhead ~
E,I.
~~\ ~~
~ ~
S¢e of ~~ ~~
wemm ~ ~
Rermiged ~'.` 1
BulMnad '., I
wa.d a um a oarra~on
\~~~\ \~ 7117AYr11edM
~~~`~~ ~~ WMpbr~N.C.iM11
~~ ~ Jornl d041Coastal
I ~ WetlaM Line
t~\J? ,` Verified by DCM staRon 1011107
Bnge T. ~ G~nlrh M.
e71 Alre¢ OINK
1~. N.C.1/101
MLW
Upland Basin Limi ~ MLW
~ Proposed
Dredging Boundary
/ Permitted
/ Dredging Boundary
-.~ 00' Bu(fer
6dAp PIIf
N /
/ Outer Edge of
Coastal WUlards
rAPPmz.
I MLW
Proposed New B
Legend
Property Line --•--•--~--•--•- 30' Buffer
MHW Line ------------- Isolated Coastal Wetland
404 Wetland Permitted Dredging
(-6' MLW)
Proposed Dredging
(-6' MLW)
LAND MANAGEMENT IS NOT RESPONSIBLE FOR LOCATING, OR THE
LOCATION OF, UTILITIES, ANY UTILITIES SHOWN ON THIS PLAN HAVE
BEEN PROVIDED BY THIRD PARTIES AND ARE FOR GENERAL REFERENCE
PURPOSES ONLY. IT IS THE RESPONSIBILITY OF THE OWNERIAPPLICANT
ANDIOR CONTRACTOR TO CONTACT A PROFESSIONgL UTILItt
LOCATING COMPANY.
O
Y ,(
~~ ~
~~
^~
~~
~~,
.\
`\
.`
~`
.``
PRELIMINARY
NOT FOR CONSTRUCTION
Project:
Mason Landing Yacht Club
Applicant:
LMG
LAND MANAGEMENT GROUP wc. Mason Landing Yacht Club, LLC
,~. EnvlronmentalConsulrants
Post Office aez 2522 Title:
Wilmington, North Carolina 28402 Permitted and Proposed Dredging
Tele hon :910-052-0001
U•
_, 8

JS a
@of~ ~ Rb
~ y,~ '~ Site
w.6 ~ C
_.- --~
ap
Dock and Marina Structures
Designed and Drawn by:
~~~
MARINE
ExC EPTiO,u.« B`/ DES,GH
v.p, aw IfIII • Ann'ryw M. SMM' eio-s.•f-INS
NOTE: Project Footprint is Subject to Regulatory
Interpretation and is Enllrely Preliminary.
R Et~~
DCM ~~~~~N~TON, NC
OCT 0 3 2007
THIS MAP IS BASED ON ORIGINAL
DRAWINGS ANOIOR SURVEY
INFORMATION FROM.
MICHAELUNDERWOODand
ASSOCIATES, PA
LAND MANAGEMENT IS NOT
RESPONSIBLE FOR THE ACCURACY
OF SAID INFORMATION
Date:
wsro7
Scale:
f._~
Drawn By.
GSF
' NA
02~05~578C
x
3 of9

- --EX. BULKHEAD TO- BE REMOVE
PROPOSED BULKHEA
A
8
4
-0
-4
DATUJ! ELEV
-6.00 ~IfLIY
COASTAL MARSH EXTENTS
A'
---------------- -----

X
B TTOM DEPTH
.
XC VATI N D PTH OF 6'

r
r r
~ ~ coo
~ M °o °
I M ro
I I ro °0
I I °° 0
I INn 0
~
o+so J~+oo ~+50
EXISTING GRADE ROPOSED GRADE
TYPICAL CROSS SECTION
NOT FOR CONSTRUCTION
ACTUAL CONSTRUCTION DETAILS PER
CONTRACTOR OR ENGINEER
PRELIMINARY
NOT FOR CONSTRUCTION
40
LAND MANAGEMENT IS NOT RESPONSIBLE FO(i LOCATING, OR THE
LOCATION OF, UTILITIES. ANY UTILITIES SHOWN ON THIS PLAN HAVE
BEEN PROVIDED BV THIRD PARTIES AND ARE FOR GENERAL REFERENCE HaizoMel-. 1'=L0'
PURPOSES ONLY. IT IS THE RESPONSIBILITY OF THE OWNER/APPLICANT ,~ O
ANDIOR CONTRACTOR TO CONTACT A PROFESSIONAL UTILITY
LOCATING COMPANY
VeRltal: l'=70'
EAN HIGH WATER
EAN LOW WATER
RECEIVEp
DCM WILMINGTON, NC
OCT 0 3 2007
z+uu

8
4
-0
-4
DATU1! F,LE'V
-8.00 Adli
PREVIOUSLY PERMITTED
BULKHEAD
B'
B
RO OSED BULKHEA

DOCK

xisting Grade

~
~ o ~
I N °o o
~ d °o cMO
LD cV O o
c0 ~' 0
c0
0+50 l 1+U0
EXISTING GRADE) ROPOSED GRADE
TYPICAL CROSS SECTION
NOT FOR CONSTRUCTION
ACTUAL CONSTRUCTION DETAILS PER
CONTRACTOR OR ENGINEER
PRELIMINARY
NOT FOR CONSTRUCTION
LAND MANAGEMENT IS NOT RESPONSIBLE FOR LOCATING, OR THE
LOCATION OF, UTILITIES. ANY UTILITIES SHOWN ON THIS PLAN HAVE
BEEN PROVIDED BY THWD PARTIES AND ARE FOR GENERAL REFERENCE
PURPOSES ONLY. IT IS THE RESPONSIBILITY OF THE OWNER(APPLICANT
ANDIOR CONTRAL70G TOCOAITACT A PROFESSIONAL UTILITY
LOCATING COMPANY.
1+50
HodzoiAal:nn1'420'
~'~O
van~ul: r=la
RECEIVED
DCM WILMINGTON, NC
OCT 0 3 2007

SHOREGUARD VINYL
SHEETING OR EQUIVALENT
(Min.1"Opening Per Linear
Foot or Equivelant)
6"x6"TREAT
4"x6"
WI"
(EV

PILE
RECEIVEC
TYPICAL DETAIL p~M WlLMlNGTON,
NOT FOR CONSTRUCTIO
PRELIMINARY ACTUAL CONSTRUCTION DETAILS ~~' p ~ ZOO7
NOTPCRCDNSTRUCTION CONTRACTOR OR ENGINEER
PILE DE
TOTAL LENGTH: 100' --=
'ANIZED THREADED ROD,
~, WASHERS (TYP.}
T ~ Mason Landing Yachf Club asrot Na
~LMG Applicant: Scala: JohNUmber
LAND MANAGEMENT GRDUP Luc. Mason Landing Yacht Club, LLC r=2' o2~oss~ec
~ EnvironmentatConsuftants
Post Office BOX 2522 Tllle: Drawn By: Sheet Nunber,
Wilmington, North Carolina 28402 Typical Breakwater Detail csF a ore
4
..,,~~~,. ,.~. rernt rn