20060782 Ver 2_CAMA Application_20090121

J.WA
NCDENR

North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Beverly Eaves Perdue, Governor James H. Gregson, Director Dee Freeman, Secretary

Du~D1ca~VJ.

January 16, 2009

MEMORANDUM:

TO:

Ms. Cyndi Karoly
Environmental Biological Supervisor
Division of Water Quality

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WETLA Uf:NR - WATl:RQUAl/TY
NOS AND STORMWATER BRANCH

FROM:

Doug Huggett
Major Permits Processing Coordinator

SUBJECT: CAMNDREDGE & FILL Permit Application Review

Applicant: Morgan Creek Landings, Inc.

Project Location: The project site located at 233 Old Causeway Road, Morehead City, Carteret
County

Proposed Project: The applicant is proposing to expand an existing 28 slip marina to 35 slips.

Please indicate below your agency's position or viewpoint on the proposed project and return this form by
02/06/2009. If you have any questions regarding the proposed project, please contact
Heather Styron 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

400 Commerce Avenue, Morehead City, North Carolina 28557
Phone: [phone] \ FAX: [phone]DAMrnet: www.nccoastalmanagement.net

An Equal Opportunity \ Affirmative Action Employer - 50% Recycled \ 10% Post Consumer Paper

Major Permit Fee Schedule
Circle One

DCM% DWQ%
Development Type Fee (14300160143510009316256253) (2430016024351000952341)
I. Private, non-commercial iC )
developmenlthat does not i valve ~
the filling or excavation of any
wetlands or open water areas: / $250 100% ($250) 0% ($0)
"- .- V
If. Public or commercial
development that does not involve
the filling or excavation of any
wetlands or open water areas: $400 100% ($400) 0% ($0)
III. For development that involves
the filling and/or excavation of up
to 1 acre of wetlands and/or open
water areas, determine if A,B, C,
or D below applies:
III(A). Private, non-commercial
development, if General Water
Quality Certification No. 3490
(See attached) can be applied: $250 100% ($250) 0% ($0)
III(B). Public or commercial
development, if General Water
Quality Certification No. 3490
(See attached) can be applied: $400 100% ($400) 0% ($0)
III(C). If General Water Quality
Certification No. 3490 (see
attached) could be applied, but
DeM staff determined that
additional review and wrillen
DWQ concurrence is needed
because of concerns related to
wlIter quality or aquatic life: $400 60% ($240) 40% ($160)
III(D). If General Water Quality
Certification No. 3490 (see
attached) cannot be applied: $400 60% ($240) 40% ($160)
IV. Development that involves the
filling and/or excavation of more
than one acre of wetlands and/or
open water areas: $475 60% ($285) 40% ($190)

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DIVISION OF COASTAL MA~AGEl\'IENT
FIELD INVESTIGATION REPORT

1. APPLICA.~T'S NA~IE: Morgan Creek Landings, Inc. C/O Jones Coastal Consulting, Inc.

2. LOCATION OF PROJECT SITE: 233 Old Causeway Road in Morehead City adjacent
to Morgan Creek.
Photo Index - 2000: 41-527 grid (R-7&8),(S-6&7),(T-5&6)
2006: 41-8035 grid (E-19),(F-18&19),(G-17,18&19) (H-17)

State Plane Coordinates. X: 2696525.048 Y: 361417.035 Rover: 112041lA
Longitude: 76040'54.63164 Latitude: 34043' 14.52406
3. INVESTIGATION TYPE: CAMAID&F

4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 11/21/08, 12/4/2008
Was Applicant Present - Yes, No

5. PROCESSING PROCEDURE: Application Received - 12/22/2008
Office - Morehead City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Morehead City dated 2007
Land Classification from LUP - Port Mixed Use/Conservation
(B) AEC(s) Involved: ES, CW, EW, PTA
(C) Water Dependent: pier, dock, slips, finger piers (yes)
(D) Intended Use: Private/Community
(E) Wastewater Treatment: Existing - Municipal sewer
Planned - None
(F) Type of Structures: Existing - Condos, boat slips and other amenities
Planned - finger piers, docks, tie pilings, pedestrian pier,
and new slips
(G) Estimated Annual Rate of Erosion: N/ A
Source - N/A

7. HABITAT DESCRIPTION:

(A) Open Water N/A N/A 4, 170ft2 Incorp.
(pier, platform and finger piers) 1,350ft2 Shaded
(B) Shallow Bottom 1,232ft2 N/A N/A
(C) Coastal Wetlands N/A N/A 2,586ft2 Incorp.
2,586ft2 Shaded
(D) High Ground N/A N/A 1,674ft2 Incorp.

DREDGED

FILLED

OTHER

(D) Total Area Disturbed: 9,662ft2
(E) Primary Nursery Area: No
(F) Water Classification: SC Open: No .

8. PROJECT SUMMARY: This project is being proposed as a major modification to Major

Field Investigation Report:
~Iorgan Creek Landings, Inc.
Page 02

Permit # 89-06. The applicant proposes to expand an existing 28 slip marina to 35 slips.

9. Narrative Description:

The Morgan Creek Landings, Inc. project is located at 233 Old Causeway Road. The property
lies adjacent to Morgan Creek Turning Basin and Beaufort Harbor in Morehead City, Carteret
County. The northern part of the tract is bordered by individual lots to the east and mixed use
lots to the west while the southern portion of the tract is bounded by Morgan Creek to the west
and Beaufort Harbor to the east.

Morgan Creek Landing Inc. is 444,539 square feet in its entirety and is an average of l' -8'
above NHW. Presently there are condominiums units with existing boat slips and other
amenities on this tract. Small fringes of coastal marsh mostly Spartina alterniflora are located
within the vicinity of the proposed work. They are landward of slips 6-8, east of slip 15 and
south of slip 19. The southern boundary of this property includes an oak hammock which is
bordered by coastal marsh comprised predominately of Juncus roemerianus, Spartina
alterniflora, and Spartina patens. The undeveloped portion of remaining high ground is
comprised mostly of cedars and scrub bushes. The developed high ground has been landscaped
previously.

The Morehead City Land Use Plan classifies this property as Port Mixed Use, with all AEC' s
classified Conservation. Morgan Creek Turning Basin and Beaufort Harbor are not designated
as Primary Nursery Areas. Both are closed to the taking of Shellfish, and both carry water
classifications of sc. The adjoining waters of Newport River are classified as SA-HQW. The
substrate in Morgan Creek Turning Basin and Beaufort Harbor is mostly silt and sand.

10. Project Description:

The existing major permit # 89-06, which was issued on June 9, 2006, authorized only the
land disturbing activities associated with the establishment of the Morgan's Creek landing
residential condominium complex, as well as the construction of the parking areas, driveways,
utilities and storm water collection system. A transfer/minor modification was issued on
December 3,2007 for further upland development not permitted through the original pennit. It
authorized the grading and other land disturbing activities associated with the construction of a
wooden deck, wooden access ramp, the bathroom and pool equipment storage building,
outdoor shower, concrete deck and spa-type pool which is located on the peninsula located
south of the existing condominiums.

The applicant's current proposal is to add seven new slips to the existing 28 slip marina for
a total of 35 slips. They would be numbered 2-15 on the east side and 1-19 on the west
side. The two temporary slips at the proposed floating dock area, which is located at the
north side of the basin, would not be numbered. Slips 1-18 on the west side are existing
with 19 as the new slip area. Slip area 19 would have a 6' x 30' dock extension from the
existing dock and one 4' x 35'finger pier for access with four tie pilings. The new slip

Field Investigation Report:
Morgan Creek Landings Inc.
Page 03

areas located on the east side of the basin would be numbered 6, 7, 8, and 15. There would
be two 4' x 40' finger piers for access at slips 6-8 and one 4' x 35' finger pier for slip 15. The
proposal also includes four boatlifts within slips 6-8 and 15. A floating dock with gangway
would be placed along the head ofthe existing boat basin directly south of the condominiums.
This location would account for the final two new slip areas. Five slips would be permanent
and two would be used on a temporary basis. The typical boats to be served would be open
runabouts with a typical boat length of 25' .

The applicants are requesting to construct a pedestrian pier across the marsh located south of
the peninsula. This span of marsh contains a high ground oak hammock in the middle. The
pedestrian access pier would be 6' x 790' and is proposed to be elevated a minimum of 6'
above the coastal wetland substrate and 8' above the creek bed. It would cross a tidal ditch
which is dry at nlw. The purpose for the pedestrian pier is for residents to gain access to the
oak hammock and enjoy scenic vistas.

They are also proposing excavation within the areas of proposed slip 15 and slip 19 locations.
The marina basin has previously been excavated to a depth of -6' at nl w. The average existing
depths are at -4to 5"to -6' nlw. The final project depth would be -6'nlw. This excavation
would remove 170 cubic yards of material. The applicants are also proposing removal of a
sunken barge currently located along the east side of Morgan Creek with a crane mounted
barge with chains and a tooth bucket to snag the visible remains.

11. Anticipated Impacts:

The proposed slip additions which include the pier, dock and finger piers would shade
1 ,350ft2 and incorporate 4,170 ft2 of open waters. The number of slips would increase to 35.
The barge removal would be performed with a grab method from a crane mounted barge with
minimal bottom disturbance. The removal of this should improve navigation and water quality
conditions. A total of 1,232 ft2 of shallow bottom would be disturbed during excavation of slips
# 15 and # 19. All excavation is proposed a minimum of 5' from existing coastal wetlands and
bulkheads with spoil material hauled of (site. The setting of pilings for the new slips would
cause temporary increases in turbidity. A total of 2,586 ft2 of coastal wetlands would be
incorporated and shaded by construction of the pedestrian pier. A total of 1,674 ft2 of high
ground would be incorporated by the pedestrian pier. No new impervious areas proposed. All
proposed work would meet the required COE setback of 58' from the Morgan Creek turning
basin.

Name: Heather Styron

Date: 1/13/09

Morehead City

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IPPLICITIII fIr
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DENR . WATER QUAliTY
WETlANDS AND STORMWATER BRANCH

(I..t revised 12/27/06)

North Carolina DIVISION OF COASTAL MANAGEMENT

1. Primary Applicant/ Landowner Information
Business Name Project Name (if applicable)
Morgan Creek Landings, Inc.
Applicant 1: First Name MI Last Name
Jim Bailey
Applicant 2: First Name MI Last Name
If additional applicants, please attach an additional pagers) with names listed.
Mailing Address PO Box City State
5113-B Arendell Street Morehead City NC
ZIP Country Phone No. FAX No.
28557 Carteret 252- - 241- 1200 ext. - -
Street Address (if different from above) City State ZIP
-
Email
[e-mail]

2. Agent/Contractor Information

Business Name

Jones Coastal Consulting, Inc

AgenU Contractor 1: First Name
Charles

MI

Last Name
Jones

AgenU Contractor 2: First Name

MI

Last Name

Mailing Address
296 Bay Drive

ZIP
28579

PO Box

City
Smyrna

State
NC

Phone No. 1
252 - 729 - 9711 ext.

Phone No. 2

ext.

FAX No.

Contractor #

Street Address (if different from above)

City

State

Email
cjones [e-mail]

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Form DCM MP-1 (Page 2 of 4)

APPLICATION for
Major Development Permit

3. Project Location
County (can be multiple) Street Address State Rd. #
Carteret 233 Old Causeway Road
Subdivision Name City State Zip
Morehead City NC 23557 -
Phone No. Lot No.(s) (if many, attach additional page with list)
- - ext. , , , ,
a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project
White Oak Morgan Creek- Beaufort Harbor
c. Is the water body identified in (b) above, natural or manmade? d. Name the closest major water body to the proposed project site.
181 Natural DManmade DUnknown Newport River/Bogue Sound/Back Sound
e. Is proposed work within city limits or planning jurisdiction? f. If applicable, list the planning jurisdiction or city limit the proposed
181 Yes DNo work falls within.
Morehead City

4. Site Description
a. Total length of shoreline on the tract (ft.) b. Size of entire tract (sq.ft.)
approx. 1600' approx. 65,340 sq.ft.
c. Size of individuallot(s) d. Approximate elevation of tract above NHW (normal high water) or
NWL (normal water level)
, , ,
(If many lot sizes, please attach additional page with a list) .1' to 8' I8INHW or DNWL
e. Vegetation on tract
lawn grasses, coastal and 404 wetlands, cedar, bay, myrtle and other maritime vegetation
f. Man-made features and uses now on tract
Condominimums, boat slips and other amenities
g. Identify and describe the existing land uses adiacent to the proposed project site.
Residential, commercial and undeveloped/open space
h. How does local government zone the tract? i. Is the proposed project consistent with the applicable zoning?
Residential, Multi-family (Attach zoning compliance certificate, if applicable)
181 Yes DNo DNA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? DYes 181 No
k. Has a professional archaeological assessment been done for the tract? If yes, attach a copy. DYes 181 No DNA
If yes, by whom?
I. Is the proposed project located in a National Registered Historic District or does it involve a DYes ~rQNA, ,~r'~,-;, f"'l~ 1"'~' ~'
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Form DCM MP-1 (Page 3 of 4)

APPLICATION for
Major Development Permit

m. (i) Are there wetlands on the site? ~Yes DNo
(ii) Are there coastal wetlands on the site? ~Yes DNo
(iii) If yes to either (i) or (ii) above, has a delineation been conducted? DYes ~No
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
Municipal sewar
o. Describe existing drinking water supply source.
Municipal water
p. Describe existing stonn water management or treatment systems.
Stormwater management approved by DWQ permit # SW8 060103

5. Activities and Impacts
a. Will the project be for commercial, public, or private use?

DCommercial DPublicJGovernment
~Private/Community

b. Give a brief description of purpose, use, and daily operations of the project when complete.
The purpose of the project is to provide condominium homeowners with: 1) additional boat slips; 2) a temporary loading and
unloading dock in front of the condominium units; 3) a scenic walkway for the homeowners. A derelick dredge/barge is also
proposed to be removed from the waters of Morgan Creek

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.

Crane, barge, excavator, pumps, pile driving/vibrating equirpment, chains and tooth bucket for removing derelick dredge

d. List all development activities you propose.
The project will create: 1) 5 permanent slips with associated access docks and boat lifts; 2) a floating dock at the at the head
of the boat basin which will be used for temporary loading and unloading (2 boat capablitiy); 3) a scenic pedestrian walkway
and 4) the removal of a derelick dredge platform which is located in the waters of Morgan Creek.

e. Are the proposed activities maintenance of an existing project, new work, or both?

new

f. What is the approximate total disturbed land area resulting from the proposed project?

na

DSq.Ft or DAcres

g. Will the proposed project encroach on any public easement, public accessway or other area DYes ~No DNA
that the public has established use of?

h. Describe location and type of existing and proposed discharges to waters of the state.

None proposed

i. Will wastewater or stonnwater be discharged into a wetland?

DYes ~No DNA

If yes, will this discharged water be of the same salinity as the receiving water?
j. Is there any mitigation proposed?
If yes, attach a mitigation proposal.

DYes DNo
DYes ~N

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Form DCM MP-1 (Page 4 of 4)

APPLICATION for
Major Development Permit

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) - (f) are always applicable to any major development application. Please consult the application
instruction booklet on how to properly prepare the required items below.
a. A project narrative.
b. An accurate, dated work plat (including plan view and cross-sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed.
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties.
e. The appropriate application fee. Check or money order made payable to DENR.
f. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such
owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in
which to submit comments on the proposed project to the Division of Coastal Management.
Name Carol Adams Phone No.
Address 6001 Shallow Moss Circle, Raleigh, NC 27603
Name Celia Eudy Phone No.
Address 519 Front Street, New Bern, NC 28560
Name Radio Island Dev. Co., LLC Phone No.
Address 5113-B, Hwy 70 West, Morehead City, NC 28557
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
CAMA Permit # 51 089C CAMA Permit #4850C
CAMA Permit #89-06
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

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 December 22, 2008 Print Name Charles 1"'11

Signature lU.Jl

Please indicate application attachments pertaining to your proposed project. m. ...~...\'\...'. )~
I8IDCM MP-2 Excavation and Fill Information ODCM MP-5 Bridges and cUlv1~~
ODCM MP-3 Upland Developmenti'.'
I8IDCM MP-4 Structures Information .

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Form OeM MP-2

EXCAVATION and FILL

(Except for bridges and culverts)

Attach this form to Joint Application for CAMA Major Permit. Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.

Describe below the purpose of proposed excavation and/or fill activities. All values should be given in feet.

Access Other
Channel Canal Boat Basin Boat Ramp Rock Groin Rock (excluding
(NLW or Breakwater shoreline
NWL) stabilization)
Length A-1 area:: 28'
B-2 area:: 28'
Width A-1 area:: 22'
B-2 area:: 22'
Avg. Existing -.4' to -6' NA NA
Depth
Final Project 6' NA NA
Depth

11. EXCAVATION

a. Amount of material to be excavated from below NHW or NWL in
cubic yards.
approx. 170

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.
DCW _ DSAV _ DSB_
OWL _ ~None
(ii) Describe the purpose of the excavation in these areas:
To provide adequate water depths for two proposed boat slips

o This section not applicable I

b. Type of material to be excavated.

sand and some silt

d. High-ground excavation in cubic yards.
na

o This section not applicable

2. DISPOSAL OF EXCA VA TED MA TERIAL

b. Dimensions of disposal area.
Unkown

a. Location of disposal area.

Contractor will haul away from site

c. (i) Do you claim title to disposal area?
DYes ~No DNA
(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.
DCW _ DSAV _ DSB_

OWL _ C8:1None

(ii) Describe the purpose of disposal in these areas:

d. (i) Will a disposal area be available for future maintenance?
DYes ~No DNA
(ii) If yes, where?
(an on-site disposal area will not be used)

f. (i) Does the disposal include any area in the water?
DYes ~No DNA
(ii) If yes, how much water area is affected?

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3. SHORELINE STABILlZA TION
(If development is a wood groin, use MP-4 - Structures)

a. Type of shoreline stabilization:
DBulkhead DRiprap o Breakwater/Sill DOther:_

c. Average distance waterward of NHW or NWL:

e. Type of stabilization material:

g. Number of square feet of fill to be placed below water level.
Bulkhead backfill Riprap _
Breakwater/Sill Other
i. Source of fill material.

I:8l This section not applicab/e

b. Length:_
Width:
d. Maximum distance waterward of NHW or NWL:

f. (i) Has there been shoreline erosion during preceding 12
months?
DYes DNo DNA

(ii) If yes, state amount of erosion and source of erosion amount
information.

h. Type offill material.

4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization)

a. (i) Will fill material be brought to the site? DYes DNo DNA
If yes,
(ii) Amount of material to be placed in the water _
(iii) Dimensions of fill area _
(iv) Purpose of fill

181 This section not applicable

b. (i) Will fill material be placed in coastal wetlands/marsh (CW),
submerged aquatic vegetation (SAV), shell bottom (SB), or
other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
DCW _ DSAV DSB
OWL _ DNone
(ii) Describe the purpose of the fill in these areas:

15. GENERAL

a. How will excavated or fill material be kept on site and erosion
controlled?

Contractor will be responsible for removing all excavated material
offsite in accordance with applicable local, state and federal
requirements/approvals

c. (i) Will navigational aids be required as a result of the project?
DYes I8INo DNA
(ii) If yes, explain what type and how they will be implemented.

December 22, 2008

Date
Morgan Creek Landings, Ine

Project Name

b. What type of construction equipment will be used (e.g., dragline,
backhoe, or hydraulic dredge)?

Crane, barge, excavator, pile drving equipment

d. (i) Will wetlands be crossed in transporting equipment to project
site? DYes I8INo DNA

(ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.

Charles Jones

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Form DCM MP-4

STRUCTURES

;;

(Construction within Public Trust Areas)

Attach this form to Joint Application for CAMA Major Permit, Form OCM MP-1. Be sure to complete all other sections of the Joint
,
Application that relate to this proposed project. Please include all supplemental informatiqrlJ' . !
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1. DOCKING FACILITY/MARINA CHARACTERISTICS

o This section not applicable

a. (i) Is the docking facility/marina:
DCommercial 0 Public/Government 181 Private/Community

b. (i) Will the facility be open to the general public?
DYes I8INo

c. (i) Dock(s) and/or pier(s)
(ii) Number ~
(Hi) Length 35'.50'
(iv) Width 4' ,6'
(v) Floating I8IYes I8INo

d. (i) Are Finger Piers included?
If yes:
(H) Number
(iii) Length
(iv) Width
(v) Floating

I8IYes DNo

1
35' to 42'

~

DYes I8INo

e. (i) Are Platforms included? DYes I8INo
If yes:
(ii) Number _
(iii) Length
(iv) Width
(v) Floating DYes DNo
Note: Roofed areas are ca/culated from dripline dimensions.

f. (i) Are Boatlifts included? I8IYes DNo
If yes:
(ii) Number 1
(iii) Length 14'
(iv) Width 12'

g. (i) Number of slips proposed
Z
(ii) Number of slips existing
28

h. Check all the types of services to be provided.
o Full service, including travel lift and/or rail, repair or
maintenance service
o Dockage, fuel, and marine supplies
181 Dockage (''wet slips") only, number of slips: 35
o Dry storage; number of boats: _
o Boat ramp(s); number of boat ramps: _
o Other, please describe:

i. Check the proposed type of siting:
o Land cut and access channel
I8IOpen water; dredging for basin and/or channel
I8IOpen water; no dredging required
DOther; please describe:

j. Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types).

primarily open runabouts with a few lamer boats

k. Typical boat length: 25'

I. (i) Will the facility be open to the general public?
DYes I8INo

m. (i) Will the facility have tie pilings?
I8IVes DNa
(H) If yes number of tie pilings?
4 pilinas (for slip 19. A-dock)

2. DOCKING FACILITY/MARINA OPERA TlONS

o This section not applicable

a. Check each of the following sanitary facilities that will be included in the proposed project.
o Office Toilets

o Toilets for patrons; Number: _; Location:

Ii

. '.~""",'~-

o Showers
o Boatholding tank pumpout; Give type and location:

',. '}
i :".__.

. J
,/1

b.

Describe treatment type and disposal location for all sanitary wastewater.
None proposed for marina. Municipal sewar is provided to all boat owners via their condQ unit

';",- ~ 1 < h ,

\' }) L "i

: A~;J~li

c. Describe the disposal of solid waste, fish offal and trash.
Solid waste disposal is provided by the Town of Morehead City

d. How will overboard discharge of sewage from boats be controlled?

Prohibited

e. (i) Give the location and number of "No Sewage Discharge" signs proposed.
None proposed

(ii) Give the location and number of "Pumpout Available" signs proposed.
None proposed

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. na

i. Give the location of fuel-handling facilities, and describe the safety measures planned to protect area water quality.
na

j. What will be the marina policy on overnight and live-aboard dockage?

None at present time

k. Describe design measures that promote boat basin flushing?
Open water marina in an area with strong tidal conditions

I. If this project is an expansion of an existing marina, what types of services are currently provided?
None

m. Is the marina/docking facility proposed within a primary or secondary nursery area?
DYes 181 No

n. Is the marina/docking facility proposed within or adjacent to any shellfish harvesting area?
DYes ~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.
Dcw DSAV DSB _
OWL _ ~None

p. Is the proposed marina/docking facility located within or within close proximity to any shellfish leases? DYes
If yes, give the name and address of the leaseholder(s), and give the proximity to the lease.

j " ;

j';';"::',~ i"J}<~,:~.~;i" ~

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3. BOA THOUSE (including covered lifts)

~ This section not applicable

a. (i) Is the boathouse structure(s):
DCommercial DPubliclGovernment DPrivate/Community
(ii) Number
(iii) Length
(iv) Width
Note: Roofed areas are calculated from dripline dimensions.

4. GROIN (e.g., wood, sheet pile, etc. If a rock groin, use MP-2, Excavation and Fill.)

~ This section not applicable

a. (i) Number
(ii) Length
(iii) Width

5. BREAKWA TER (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):
DCommercial DPubliclGovernment DPrivate/Community

b. Number

c. Distance to be placed beyond shoreline _
Note: This should be measured from marsh edge, if present.

d. Description of buoy (color, inscription, size, anchor, etc.)

e. Arc of the swing _

7. GENERAL

a. Proximity of structure(s) to adjacent riparian property lines
approximately 50', 110' and 670'

b. Proximity of structure(s) to adjacent docking facilities.

immedately adjacent to existing docking areas

Note: For buoy or mooring piling, use arc of swing including length
of vessel.

~ ;'\\
H:
~ :~, , :, ' ...
d. Water depth at waterward end of structure at NlW or NWL.
i :' .
Q: :

c. Width of water body
approx. 213' in Moraan Creek
approx. 200' in Beaufort Harbor

e. (i) Will navigational aids be required as a result of the project?
DYes I8INo DNA
(ii) If yes, explain what type and how they will be implemented.

')/1 ]("J\';;
.: . ;..J 'j,!

D This section not applicable I

18. OTHER

a. Give complete description:
Construction of an approximately 780' long x 6' wide x 6' high (minimum) pedestrian walkway

January 8, 2009

Date
Morgan Creek Landing, Inc.

Project Name
Charles Jones

Jones Coastal Consulting, Inc.
296 Bay Drive
Smyrna, NC 28579
Telephone: [phone]l1

January 8, 2009

Ms. Heather Styron
NC Division of Coastal Management
400 Commerce Avenue
Morehead City, NC 28557

r~

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Dear Ms. Styron:

j"" ('tl\ .~
ii:.Jv, ih

Please find enclosed a CAMA permit application submitted by Morgan Creek Landing, Inc. to
undertake development activities at and adjacent to their property located at 233 Old Causeway Road,
in the Town of Morehead City, Carteret County. Morgan Creek Landing is a 30 unit condominium with
a 28 slip marina, swimming pool and other amenities. The property borders Morgan Creek and
"Beaufort Harbor" on its south side and Old Causeway Road on its north.

The application is seeking permission to:

1) add three finger piers off an existing dock which is located in the water body locally known as
Beaufort Harbor. These docks will range in length from 35' to 42' x 4' in width and will
accommodate four additional boat lifts/slips. One small area of creek bottom, approximately
22'x 28', is proposed to be excavated to -6' normal low water (nlw) deep;
2) extend the existing main dock in Morgan Creek by an additional length of 30' x 6' in width and
construct an approx. 35' long x 4' wide finger pier (with adjacent tie-up pilings). The dock
extension would be immediately south of slip # 18 and would provide for an additional 'in-the-
water' boat slip. A small area, approx. 22' x 28', would also be excavated to a depth of -6' nlw
within the boat slip. The dock, finger pier and all associated tie-up pilings will be located
outside of the US Corps of Engineers' setback policy which has been established for federal
navigation projects. (This dock is adjacent to the federally authorized Morgan Creek turning
basin);
3) place an approx. 50' long x 6' wide floating dock at the head of the existing boat basin to
provide a convenient loading and unloading area for condominium owners. An articulated
walkway/ramp, up to 30' in length x 6' wide, will provide access from existing high ground to
the floating dock. The floating dock could accommodate two boats;
4) construct an approx. 790' long x 6' wide pedestrian pier which will be elevated above coastal
wetlands and through a high ground hammock. The purpose of this pier is to provide pedestrian
users with a scenic vista and to gain access to the hammock of the surrounding area. The pier
will cross a small tidal creek which is dry at low tide. The pier decking will be elevated at least
8' above the creek bed and at least 6' above the substrate of all coastal wetlands, There will be
no mechanical land clearing of the hammock. Only hand clearing will occur;
5) remove an old derelict dredge/barge which is rusting away in Morgan Creek. A crane mounted
barge will be used in the removal effort. Chains and a tooth bucket will be used to snag the
visible remains of vessel with all removed material being disposed in accordance with
applicable local, state and federal regulations. Actual bottom disturbance of Morgan Creek
should be de minimis.

This project will increase the number of slips for this marina by 7, bring the total to 35. Five will be
permanent slips and two will primarily be used on a temporary basis. Excavation of the creek bottom
will involve a total area of just over 1200 sq. ft.. A clear benefit of this project will be the removal of a
derelict and rusty structure from the waters of Morgan Creek. This should improve water quality in the
area, eliminate an eye-sore and a navigational hazard. The proposed pedestrian pier will not impact
navigation and will be significantly elevated in height over coastal wetlands. Shading impacts from
this structure should be minimized.

If you have any questions concerning this project or need additional information, please do not hesitate
to contact me.

Sincerely,

CQc~,> 0xov~

Charles Jones (]
JCC, Inc.

('l r'?" AI
:k.lV~Wa

Cc: Jim Bailey

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SKETCH
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PLAN FOR
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JAN ij 8 2009

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( 62' R/IoI )

OLD U, S. H\oIY, 70
( Illd Co.usewo.y Roo.d )

N.C.S.R. 1205
( po.ved )

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N 89-OiY00'E

225.00'

N 88'56'44'E

145.17'

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MOREHEAD CITY
DECEMBER 18, 2008

CARTERET COUNTY, NC
SCALE: 10 = 60'

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VJ. D. DANIELS JR.
PLS ( L-2673 )
P. O. BOX 163
DA VIS, NC 28524

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MORGAN CREEK LANDINGS. INC,

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203.19' to Property Line

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Mo.p Book 1, Po.ge 237
Mo.p Book 1, Po.ge 214
Deed Book l1S3, Po.ge

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lEGEND.

EIP = existing iron pipe
EIS. = existing iron sta.ke
o = point, nothing founcl or set
RI'vI = right-of-wa.y
C/l = centerline
EOP = eclge of pa.veMent j

NCSR = North Ca.rolina. Seconcla.ry Roa.cI
FEMA = F~cle':'~~M~'=-flen:y_ Ma.~<l.ge!,~I'l~ Agenc

~~~~ ~~~~~a.~M~:~~:n~i: e~:~ct~~~~o.ri~~uM >~>\-~

CAMA = Coa.sta.l Area. Ma.na.geMent Agency
AEC = CAMA Area. of EnvironMenta.1 Concern \

. = existing piling
.illhL = Ma.rsh \

MH'vI Mea.n High 'via. ter
Nl'vl = NorMa.l low 'via. ter \

Nl'vl NorMa.l low 'via. ter

+ 0.0 = spot elevation or water depth

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NOTES.
Broken lines not surveyed, co.lculo.ted or to.ken frOM referenced Mo.terio.ls. \
Property lies within the zoning Jurisdiction of Moreheo.d City, NC. .
Property lies within the corporo.te liMits Moreheo.d. City, NC. \
Property fo.lls in specio.l flood ho.zo.rd zone 'AE', bo.se flood elevo.tion =
7.0' NAVD o.ccording to FEMA Mo.p, COMMunity Po.nel NUMber 370043 \
-6396-J, Mo.p effective do.te 07-16-03, Mo.p index 07-02-04. \
Bulkheo.d represents property line o.long Morgo.n Creek o.nd Beo.ufort Ho.rbor.
Addltlono.l eo.seMents o.re reserved o.s provided for In the Declo.ro.tlon of Unit \
Ownership for Morgo.n Creek Lo.nding CondoMiniUMs.
Docks o.nd wo.lkwo.ys to be constructed in o.ccordo.nce with the NC UniforM \
Building Code. \
The Morgo.n Creek Cho.nnel Is plotted frOM InforMo.tlon provided by the US
Corps Of Engineers. \

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MARSH

(PROPOSED>
B-2 DOCK
(Slips 15 8. 16)
Typlco.l: 12' X 14' Lift

BEAUFORT HARBOR

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BIG HAMMOCK

Areo. = 66,654 squo.re feet
= 1.53 o.cres +/-

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ONLY HAND CLEARING
OF VEGETATION

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CROSS-SECTION OF
WALKWAY OVER CREEK
SCALE: 1" = 6'

CROSS-SECTION OF
WALKWAY OVER MARSH
SCALE: 1. = 6'

DATUM CONVERSION

The Meo.n High 1J00ter (MHIJ) elevo.tion of 2.2' NGVD for Morgo.n Creek wo.s provided by
NC Geodetic Survey in July, 1997 o.nd o.pproved by CAMA o.gent.
The NorMo.l Low 1J00ter (NLIJ) elevo.tlon of -1.7' NAVD for Morgo.n Creek wo.s deterMined
frOM observo.tlons of tide ro.nges over 0. 30 do.y period of 2.9' NHIJ to NLIJ o.nd
converted frOM NGVD Do.tuM to NAVD Do.tuM o.s shown hereon.

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SIDE VIEW (WALKWAY OVER CREEK)

SIDE VIEW (WALKWAY OVER MARSH)

0.2'

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__Top of Decking = 9.1'

~ Bottom of Decking = 8.9'

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__Top of Decking = 7.2'

E~ Bottom of Decking = 7.0'
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MHIJ Elevo.tlon = 2.20' NGVD + (-1.04') = 1.16' NAVD
-2.90' Tide Ro.nge

NLIJ Elevo.tion = -1.74' NAVD (o.pproxiMo.tely -1.7' NAVD>

Top of Decking = 9.1'
Bottom of Decking = 8.9'

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Top of Marsh Vegetation

NLIJ DATUM
Difference in elevo.tion of 1.7' between NAVD o.nd NLIJ; Spot elevo.tlons shown hereon
o.re NLIJ Do.tUM relo.tive to NLIJ being equo.l to 0.0'.

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NHW = 2.9'

Bottom of Stream of Creek = 0.4'

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Bottom of Stream of Creek = 0.4'
where walkwa crosses

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NLW = 0.0'

MORGAN CREEK LANDING property
AREA. 444,539 squo.re feet = 10.2 o.cres +/-

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SCALE: 1" = 1 O'

CROSS-SECTION OF
---f-tt)1\-T INGDoeK-AixJD< RAMP-_oC- .

(PROPOSED>
A-I DOCK
(SlIp.'9. 19.~."X 35')

SCALE: 1. = 10'

35.0'

6.0'

1_______ Top of Decking = 7.0'
f: . Bottom of Decking = 6.S'

NHW = 2.9'

NLW = 0.0'

Finger Pier

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/~~ Existing Depth adfJatcent to BUlkheod=:) "'~

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p.'

6.0'
Top of Decking = 7.0' ~ I

Bottom at De'k1O:~:.:..gl_

NLW = 0.0' '1

II
II
II
II
II
II
II
II
II

II
II
II
II
12.0' II
II
II
II
II

(PROPOSED>
B-2 DOCK
(Dock. 6' X 35')
(Slip' 15)

Top of Decking = 7.2'

Top Of Bulkhead and Walkway~

a>
c

NHW = 2.9'

ii:

35.0'

NLW = 0.0'

C-
..
..,
a>
c:

Excavation

Lateral
Stringer

..
.c

-
0..

..
u
o
....