20071792 Ver 1_CAMA Application_20071023

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North Carolina Department of Fnvironrneni and Natural f~esources
[~ivisi~ac~ cif t;~ia:;fial f~i<«a~vrf ccc~t
Michael F. Easley, Governor James H. Gregson, Director William G. Ross Jr., Secretary
October 22, 2007
MEMORANDUM:
TO: Ms. Cyndi Karoly
Environmental Biological Supervisor
Division of Water Quality
FROM
SUBJECT:
Applicant:
Doug Huggett
Major Permits Processing Coordinator
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CAMA/DREDGE & FILL Permit Application Review
Hogan's Landing Owners Association, Inc. c/o Jason Brooks
Project Location: The terminus of Hogan's road on AIWW in Swansboro, Onslow County
Proposed Project: The applicant is proposing to construct a 10-slip docking facility and 36' of
retaining wall.
Please indicate below your agency's position or viewpoint on the proposed project and return this form by
11/12/2007. If you have any questions regarding the proposed project, please contact
Jonathan Howell at [phone]. When appropriate, in-depth comments with supporting data are
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 ~~„ ~,...,._.,..,,.. ~.,,...,.,, ~l~~i~~ ,
Phone: [phone] \ FAX: [phone] \ Internet: www.nccoastaimanagement.net
An Equal Opportunity \ Affirmative Action Employer - 50°~o Recycled 1 10°% Post Consumer Paper

MAJOR PERMIT FEE MATRIX
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i. Private, non-commercial
development that does not $~j0 100°0 ($250} 0% ($0}
involve the filling or
excavation of any wetlands
or o en water areas:
II. Public or commercial
development that does not g ;00 100% ($400) 0% ($0)
involve the filling or
excavation of any wetlands
or o en water areas:
III. For development that
involves the filling and/or
excavation of up to 1 acre
of wetlands and/or open
water areas, determine if A,
B, C, or D below a lies:
ill(A). For Private non-
commercial development, if $2j0 100% ($250) 0% ($0)
General Water Quality
Certification No. 3301 (see
attached can be a lied:
III(B). For public or
commercial development, if $.100 100% ($400) 0% ($0) j
General Water Quality
Certification No. 3301 (see
attached can be a lied: ~
ill(C). If General Water
'- Quality Certification No. $400 60% ($240) 40% ($160)
3301 (see attached) could
be applied, but DCM staff
t
determined that additional i
review and written DV~JQ k
concurrence is needed
because of concerns
related to water quality or
aquatic life:
III(D). If General Water
Quality Certification No. $400 60% ($240) 40% ($160)
3301 (see attached) can t
be a lied:
IV. For development that
involves the filling and/or $47j 60% ($285) 40% ($190)
excavation of more than
one acre of wetlands and/or
o en water areas:

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Hogans Landing Owners Association, Inc. (Jason Brooks)
2. LOCATION Or PROJI!.CT SITI=•;: The terminus of I-Iogans Road on AI\VW in
Swansboro, Onslow County
Photo Index - 2006: 33-6545 grid (O-9/10)(P-9/10)(Q-9/10) 2000: 33-433 grid (G-
8/9)(H-8/9)(I-8/9)(J-8/9)
State Plane Coordinates - X: 331962.703 Y: 2548275.699 Rover # L101211A
LAT 34°38'53.81705 LON 77°10'36.84835
3. INVESTIGATION TYPE: CAMA
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 10/l 2/07
Was Applicant Present -No
5. PROCESSING PROCEDURE: Application Received - CC 8/17/07
Office -Morehead City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Onslow County
Land Classification From LUP -Limited Transition/Conservation
(B) AEC(s) Involved: Public Trust Area, Estuarine Water, Estuarine Shoreline
(C) Water Dependent: Yes
(D) Intended Use: Community
(E) Wastewater Treatment: Existing -None
Planned -None
(F) Type of Structures: Existing -None
Planned -Retaining Wall, 10-slip docking facility
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION:
DREDGED FILLED OTHER
(A) Highground Disturbance N/A 3240 ft2 N/A
(B) Open Water N/A N/A 3610 ft2 Incorp. of
which
2710 ftZ shaded
(C) Coastal Wetlands N/A N/A 1800 ft2 shaded
(D) Total Area Disturbed: 8650 ftz
(E) Primary Nursery Area: No
(F) Water Classification: SA-ORW Open: Yes
8. PROJECT SUMMARY: The applicant is proposing to constntct a 10-slip docking
facility and 36' of retaining wall.

Hogans Landing Owners Association, Inc.
Page 02
9. Narrative Dcscrintio~z:
The Hogans Landing Home Owners Association common property is located at the terminus of
Hogans Road in Onslow County. The project site is found by traveling from Morehead City on
Hwy. 24 to the Town of Swansboro. In Swansboro, take a left on Queens Creek Road. At the
end of Queens Creek road, turn right on Sandridge road, then take an immediate left on Hogans
Road. The project site is at the end of Hogans road.
The subject property is one vacant parcel totaling .83 acres. The elevation of the lot is
approximately 3' above Normal High Water. Highground vegetation consists of yard grass
on the uplands and the property is bordered by 131ack Needle Rush (Juncus roemerianus),
above the NHW that transitions to Smooth Cordgrass (Spartina alterniflora). The waterbody
at this location is the federally maintained AIWW, is 500' wide and the substrate is silty
sandy. The shoreline has a total length along the NHW line of 36 feet. The adjacent
property to the east is a single family home and the Hogans Landing subdivision is located
immediately to the west. There is a docking facility on the adjacent property to the east
approximately 600' from the proposed docking facility. The water depths at this location
average six feet. After reviewing aerial photography, it appears that no SAV exist in the area.
The Division of Water Quality classifies this area as SA-ORW waters. This area is not a
Primary Nursery Area. This portion of the AIWW is open to the taking of shellfish and no
visible shellfish were observed. Onslow County Land Use Plan classifies this area as Limited
Transition and Conservation within the ACC's. The substrate composition at the project site
is silty sand.
The applicant is proposing to construct a 10-slip docking facility for the Hogans Landing
Subdivision. The applicant is also proposing to construct 36' of vinyl retaining wall
approximately SO' landward the Normal High Water level.
10. Proiect Description:
The applicant is proposing to construct 36' of vinyl retaining wall SO' landward of the normal
water level. The retaining wall will be backfilled to allow pedestrians to access the dock at the
bulkhead level. The area to be backfilled will measure 90' x 36'.
There is a 10-slip docking facility proposed on the AIWW that will be accessed from
highground at the proposed retaining wall. The access pier will measure 71S' x 6' and cross a
section of Junmultiple sections of Smooth Cordgrass (~artina alterniflora) shading 1800
square feet of coastal wetlands. The water depth at the location of the proposed 10-slip
facility is -3.5 to -6 feet at normal low water. The structure as proposed will have (S) 10'
long finger piers that are 2.7' at the closest point to the dock and taper to one foot and 6
mooring pilings. The docking facility will have an 8S' x 6' "L"-Head. The 10-slip facility
will shade 2710 sq. ft. of open water and usurp 3610 square feet of Public Trust Waters.
There is no dredging proposed. The 10-slip facility will extend 8S' into the waterbody,
terminating 80' from the near edge of the AIWW, which is approximately S00 feet across at

Hogans Landing Owners Association, Inc.
Page 03
this location. The docking facility will cross the riparian line oil the adjacent lot to the west.
(Lot 21). 7-he ;.um of the platform size for the doclcinU facility is 580~sc~. ft. on a lot with 36'
of waterfron~~ iequirilig llie waterfront rigl-its from Lot. 21 to be deeded to this dockinb facility
to allow the platform size.
11. Anticipated Impacts:
This proposed dock would result in 3,610ft2 of open water incorporated while shading 2,710ft2
of open water. There will be 1800 square feet of marsh shading. The docking facility will
provide docking for 10 boats. An increase in turbidity will occur while setting pilings. There
should be no hazard to navigation resulting from this project, as the docking facility adheres to
the 80' setback from the AIWW as required by the Army Corps of Engineers. 'There is 580 sq.
ft of platform proposed on a combined shoreline of 156' (Access lot and lot 21). No coastal
marsh would be filled or excavated during this project. There will be 3240 square feet of
ground disturbance from the installation of the retaining wall.
Jonathan Howell Morehead City October 19, 2007

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North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name Project Name (if applicable)
Hogan's Landing Owners Association, fnc. Hogan's Landing Water Access
Applicant 1: First Name MI Last Name
Jason Brooks (Member/Manager)
Applicant 2: First Name MI Last Name
NA
!f additional applicants, please attach an additional page(s) with names listed.
Mailing Address PO Box City State
99 Bonita Lane Swansboro NC
ZIP Country Phone No. FAX No.
28584 USA 910 - 358 - 7120 ext. NA NA - -
Street Address (if different from above) City State ZIP
NA _
Email
NA
2. Agent/Contractor Information
Business Name
Coastal Planning Services
Agent/ Contractor 1: First Name MI Last Name
Kathy B. Vinson
Agent/ Contractor 2: First Name MI Last Name
NA
Mailing Address PO Box City State
P.O. Box 827 Morehead City NC
ZIP Phone No. 1 Phone No. 2
28557 0827 252 - 240 - 929 7 ext. NA 252 - 354 - 4916 ext. NA
FAX No. Contractor #
252 247 5875 NA
Street Address (if different from above) City State ZIP
NA _
Email
[e-mail]
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Form DCM MP-1 (Page 2 of 5)
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APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple) Street Address State Rd. #
Onstow Hogan Road 1507
Subdivision Name City State Zip
Hogan's Landing Swansboro NC 28584 -
Phone No. Lot No.(s) (d many, attach additional page with list)
910 - 358 - 7120 ext. NA NA, ,
a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project
White Oak Atlantic Intracoastal Waterway
c. Is the water body identified in (b) above, natural or manmade? d. Name the closest major water body to the proposed project site.
®Natural ^Manmade ^Unknown Atlantic 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.
Onslow County
4. Site Description
a . Total length of shoreline on the tract (ft.) b. Size of entire tract (sq.ft.)
35.2' Water access area = 3646 square feet
c. Size of individual lot(s) d. Approximate elevation of tract above NHW (normal high water) or
NA, NWL (normal water level)
(If many lot sizes, please attach additional page with a list) 3' ®NHW or
e . Vegetation on tract i ~,,,,, ;r.
~
Grass ~•
d
MAr '? 2 2001
f. Man-made features and uses now on tract
None Morehead City DCM
g. Identify and describe the existing land uses adjacent to the proposed project site.
Hatteras Yacht boatbuilding facility to west, vacant subdivision lot to east.
h. How does local government zone the tract? i. Is the proposed project consistent with the applicable zoning?
RA (Attach zoning compliance certificate, rf applicable)
®Yes ^No ^NA
j. Is the proposed activity part of an urban watertront 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? N/A
I. Is the proposed project located in a National Registered Historic District or does it involve a ^Yes ®No ^NA
National Register listed or eligible property?
<Form continues on next page>
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)

Form DCM MP-1 (Page 3 of 5)
APPLICATION for
Major Development Permit
existing wastewater treatment facilities.
Subdivision will be served by individual septic systems.. There will be no wastewater treatment on the water access site.
o. Describe existing drinking water supply source.
Onslow Water and Sewer Authority (ONWASA) will provide drinking water to the subdivision. There will be no drinking water
rovided on the water access site.
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 PubliGGovernment
®Private/Community
b . Give a brief description of purpose, use, and daily operations of the project when complete.
The proposed pier will provide water access for residents and property owners in the Hogan's Landing Subdivision and will
function as a day dock. The 10 slips will be sold and deeded to property owners within the subdivision. The retaining wall will
allow the filling of low areas of the water access easement.
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.
Pier pilings to be installed from barge where water depths allow. The remaining pilings will be installed by hand and jet
pumping. The retaining wall to be installed from landward side by backhoe or similar equipment. Barge will be stored on
waterway and backhoe and pump will be stored on upland portion of site.
d. List all development activities you propose.
Construction of 10-slip dock and retaining wall. ~~r' ~,
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e. Are the proposed activities maintenance of an existing project, new work, or both? New work
f. What is the approximate total disturbed land area resulting from the proposed project? 3g ~
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.
Surface water runoff to the Atlantic Intracoastal Waterway.
i. Will wastewater or stormwater be discharged into a wetland? ^Yes ®No ^NA
If yes, will this discharged water be of the same salinity as the receiving water? ^Yes ^No ®NA
j: Is there any mitigation proposed? ^Yes ^No ®NA
If yes, attach a mitigation proposal.
<Form continues on back>
6. Additionallnformation
In addition to this completed application form, (MP-1) the following items below, if applicable, must be submitted in order for the application
package to be complete. Items (a) - (Q are always applicable to any major development application. Please consult the application
instruction booklet on how to properly prepare the required items below.
a. A project narrative.
b. An accurate, dated work plat (including plan view and cross-sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed.
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
~~
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Form DCM MP-1 (Page 4 of 5)
APPLICATION for
Major Development Permit
d. A copy of the deed (with state application only) or other instrument under which the applicant claims tdle to the affected properties.
e. The appropriate application fee. Check or money order made payable to DENR.
f. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such
owners have received a copy of the application and plats by cert~ed 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 Jason and Mary Brooks
Phone No. 910-358-7120
Address 99 Bonita Lane, Swansboro, NC 28584
Name Brunswick Corporation
Phone No.
Address P.O. Box 1950, Knoxville, TN 37901
Name
Phone No.
Address
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, perrnittee, and issuing dates.
SW8 060512 issued to JBTP, LLC on August 30, 2006.
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h. Signed consultant or agent authorization form, if applicable.
i. Wetland delineation, if necessary.
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner)
k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1-10), if necessary. If the project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act.
7. Certification and Permission to Enter on Land
I understand that any permit issued in response to this application will allow only the development described in the application.
The project will be subject to the conditions and restrictions contained in the permit.
I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to
enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up
monitoring of the project.
I further certify that the information provided in this application is truthful to the best of my knowledge.
Date __ s~a~ ~'7 Print Name Kathy B. Vinson
Signature ,~.
M
Please indicate application attachments pertaining to your proposed project.
®DCM MP-2 Excavation and Fill Information ^DCM MP-5 Bridges and Culverts
^DCM MP-3 Upland Development

Form DCM MP-1 (Page 5 of 5)
®DCM MP-4 Structures Information
APPLICATION for
Major Development Permit
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Morehead City pCM

Form DCM MP-2
EXCAVATION and FILL
(Except for bridges and culverts)
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Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to compl~~~o~her~~n~~ ~~M
Application that relate to this proposed project. Please include all supplemental information.
Describe below the purpose of proposed excavation and/or fill activities. All values should be given in feet.
Access Other
Channel
(NLW or Canal Boat Basin Boat Ramp Rock Groin Rock (excluding
Breakwater shoreline
NWL stabilization
Length NA NA NA NA NA NA NA
Width NA NA NA NA NA NA NA
Avg. Existing

Depth NA NA NA NA NA NA NA
Final Project

Depth NA NA NA NA NA NA NA
7. EXCAVATION ®This section not applicable
a. Amount of material to be excavated from below NHW or NWL in b. Type of material to be excavated.
cubic yards.
c. (i) Does the area to be excavated include coastal wetlands/marsh d.
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
^CW ^SAV ^SB
^WL ^None
(ii) Describe the purpose of the excavation in these areas:
High-ground excavation in cubic yards.
2. DISPOSAL OF EXCAVATED MATERIAL ®This section not applicable
a. Location of disposal area. b. Dimensions of disposal area.
c. (i) Do you claim title to disposal area?
^Yes ^No ^NA
(ii) If no, attach a letter granting permission from the owner.
e. (i) Does the disposal area include any coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
^CW ^SAV ^SB
^WL ^None
(ii) Describe the purpose of disposal in these areas:
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, how much water area is affected?
3. SHORELINE STABILIL4TION ^This section not applicable
(If development is a wood groin, use MP-4 -Structures)

Form DCM MP-2 (Excavation and Fill, Page 2 of 2)
a. Type of shoreline stabilization: b. Length: ~6'
®Bulkhead ^Riprap ^Breakwater/Sill ^Other: Width 1'
c. Average distance waterward of NHW or NWL: 0
e. Type of stabilization material:
Vinyl or wood
g. Number of square feet of fill to be placed below water level
Bulkhead backfill NA Riprap NA
Breakwater/Sill NA Other NA
i. Source of fill material.
To be trucked in from off-site.
d. Maximum distance waterward of NHW or NWL: 0
f. (i) Has there been shoreline erosion during preceding 12
months?
^Yes ®No ^NA
(ii) If yes, state amount of erosion and source of erosion amount
information.
NA
h. Type of fill material. ~~ ~, ~ F
Sandy material. • ~
J?.
MaY 'l ~ 7007
N1ore~~~:ac~ Clay i~~M
4. OTHER FILL ACTIVITIES ^This section not applicable
(Excluding Shoreline Stabilization)
a. (i) Will fill material be brought to the site? ®Yes ^No ^NA b. (i) Will fill material be placed in coastal wetlands/marsh (CW),
If yes,
(ii) Amount of material to be placed in the water 0
(iii) Dimensions of fill area Approx. 90' x 36'
(iv) Purpose of fill
To provide access to dock at bulkhead level.
submerged aquatic vegetation (SAV), shell bottom (SB), or
other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
^CW NA ^SAV NA ^SB NA
^WL NA ®None
(ii) Describe the purpose of the fill in these areas:
NA
5. GENERAL
a. How will excavated or fill material be kept on site and erosion b. What type of construction equipment will be used (e.g., dragline,
controlled? backhoe, or hydraulic dredge)?
To be confined by retaining wall. Backhoe
c. (i) Will navigational aids be required as a result of the project? d. (i) Will wetlands be crossed in transporting equipment to prof
^Yes ®No ^NA site? ^Yes ®No ^NA
(ii) If yes, explain what type and how they will be implemented. (ii) If yes, explain steps that will be taken to avoid or minimize
NA environmental impacts.
NA
,j~,z,z.~~ ~ plicant Signature
Dat~~,
Hogan's Landing Water Access
Project Name
Hogan's Landing Owners Association, Inc.
plicant Name
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Form DCM MP-4
STRUCTURES
(Construction within Public Trust Areas)
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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 inGude all supplemental information.
1. DOCKING FACILITY/MARINA CHARACTERISTICS ^This section not applicable
a. (i) Is the docking facility/marina: b. (i) Will the facility be open to the general public?
^Commercial ^PubliGGovernment ®Private/Community ^Yes ®No
c. (i) Dock(s) and/or pier(s) d. (i) Are Finger Piers included? ®Yes ^No
(ii) Number 1 If yes:
(iii) Length 715' (ii) Number 5
(iv) Width 6' (iii) Length 10'
(v) Floating ^Yes ®No (iv) Width 2.7' tapering to 1'
(v) Floating ^Yes ®No
e. (i) Are Platforms included? ®Yes ^No f. (i) Are Boatlifts included? ^Yes ®No
If yes: If yes:
(ii) Number 1 (ii) Number NA
(iii) Length 85' (iii) Length NA
(iv) Width 6' (iv) Width NA
(v) Floating ^Yes ®No
Note: Roofed areas are calculated from dripline dimensions.
g. (i) Number of slips proposed h. Check all the types of services to be provided.
1 ~ ^ Full service, including travel lift and/or rail, repair or
(ii) Number of slips existing maintenance service
0 ^ Dockage, fuel, and marine supplies
® Dockage ("wet slips") only, number of slips: 10
^ Dry storage; number of boats:
^ Boat ramp(s); number of boat ramps:
^ Other, please describe:
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:
j. Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types).
open runabout
k• Typical boat length: 20' to 30'
m. (i) Will the facility have tie pilings?
®Yes ^No
(ii) If yes number of tie pilings?
6
I. (i) Will the facility be open to the general public?
^Yes ®No
2. DOCKING FACILITY/MARINA OPERATIONS L; This section not applicable

Form DCM MP-4 (Structures, Page 2 of 4)
a. Check each of the following sanitary facilities that will be included in the proposed project.
^ Office Toilets
^ Toilets for patrons; Number: ;Location:
^ Showers
^ Boatholding tank pumpout; Give type and location:
b. Describe treatment type and disposal location for all sanitary wastewater.
~~
c. Describe the disposal of solid waste, fish offal and trash.
O~-s;~.
d. How will overboard disc~~h Iarg`e of sewage from boats be controlled?
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e. (i) Give the location and number of "No Sewage Discharge' signs proposed.
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(ii) Give the location and number of "Pumpout Available" signs proposed.
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f. Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products.
g. Where will residue from vessel maintenance be disposed of?
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h. Give the number of channel markers and "No Wake" signs proposed. ~
i. Give the location of fuel-handling facilities, and describe the safety measures planned to protect area water quality.
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j. What will be the marina policy on overnight and live-aboard dockage?
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k. Describe design measures that promote boat basin flushing?
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I. If this project is an expansion of an existing marina, what types of services are currently provided?
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m. Is the marina/docking facility proposed within a primary or secondary nursery area?
^Yes I~jNo
n. Is the marina/docking facility proposed within or adjacent to any shellfish harvesting area?
^Yes ®No
o. Is the marina/docking facility proposed within or adjacent to coastal wetlands/marsh (CW), submerged aquatic vegetation (SAV), shell bottom
(SB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected.
~cw Soo' ^sa,v ^s6
®WL ^None

Form DCM MP-4 (Structures, Page 3 of 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 Ieaseholder(s), and give the proximity to the lease.
'~
3. BOATHOUSE (including covered lifts) A~~ ~This's'~ction not applicable
a. (i) Is the boathouse structure(s):
^Commercial ^PubliGGovernment ^PrivatelCommunity
(ii) Number Ill®r®h~~c,~ ,. , ,, ;_`t;_,;~
(iii) Length
(iv) Width
Note: Roofed areas are calculated from dripline dimensions.
L 4. GROIN (e.g., wood, sheetpile, etc. If a rock groin, use MP-2, Excavation and Fill.) ®This section not applicable
a. (i) Number
(ii) Length
(iii) Width
5. BREAKWATER (e.g., wood, sheetpile, etc.) ®This section not applicable
a. Length b. Average distance from NHW, NWL, or wetlands
c. Maximum distance beyond NHW, NWL or wetlands
6. MOORING PILINGS and BUOYS ®This section not applicable
a. Is the structure(s): b. Number
^Commercial ^PubliGGovernment ^Private/Community
c. Distance to be placed beyond shoreline d. Description of buoy (color, inscription, size, anchor, etc.)
Note: This should be measured from marsh edge, if present.
e. Arc of the swing
7. GENERAL
a. Proximity of structure(s) to adjacent riparian property lines
Greater than 15'
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body
r 00
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.
NA
b. Proximity of structure(s) to adjacent docking facilities.
There are no similar (community) docking facilities in the
immediate vicinity. Piers serving single-family residences
are located approximately 1/4 mile to the SW.
d. Water depth at waterward end of structure at NLW or NWL
-ti.0
8. OTHER ®This section not applicable

Form DCM MP-4 (Structures, Page 4 of 4)
a. Give complete description:
g lip ~~ ~
Date
Hogan's Landing Water Access
Project Name
Hogan's Landing Owners Association, Inc.
plicant Name
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pli ant Signat re
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PROJECT DESCRIPTION
Hogan's Landing Water Access
Hogan's Landing Owners Association, Inc.
NCSR 1507
Onslow County
Hogan's Landing Owners Association, Inc. proposes to construct a 10-slip dock on the
water access easement located in the Hogan's Landing subdivision. Also included is
installation of a vinyl (wood capped) retaining wall and related fill material on the
easement.
The pier will provide water access for residents and property owners of the subdivision
by serving as a day dock. Remaining slips will be sold and deeded to individual property
owners of the subdivision. The pier will measure 715' from the retaining wall to its
outerniost extent.
A platform measuring 85'x 6' will extend into the riparian corridor of lot # 21, adjacent
to the water access easement. The owners of lot # 21 have prepared a deed restriction
allowing construction of the platform and assigning their riparian rights to the Owners
Association. The owners of Lot # 21 have agreed to record the attached deed restriction
provided applicable permits to construct the Owners Association pier are issued.
The pier will be constructed at least 5' above normal high water. The height will allow
the passage of kayaks through existing canals underneath the pier.
The purpose of the retaining wall is to contine the proposed placement of till material on
low areas of the water access easement. The retaining wall and approximately 235 cubic
yards of till will be placed behind the wetland line on the waterfront easement.
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