20090075 Ver 1_CAMA Application_20090122

A7A
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Beverly Eaves Perdue, Governor James H. Gregson, Director Dee Freeman, Secretary

January 21,2009

09-0075

MEMORANDUM:

TO:

Ms. Cyndi Karoly
Environmental Biological Supervisor
Division of Water Quality

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FROM:

Doug Huggett
Major Permits Processing Coordinator

SUBJECT: CAMNDREDGE & FILL Permit Application Review

Applicant: Estate of Lillian P. Taylor

Project Location: The project site located at 1824 Salter Path Road, Indian Beach, Carteret
County

Proposed Project: The applicant is proposing to construct a new 30-lot subdivision with
infrastructure, a 4-slip docking facility and a 5-slip docking facility for
community use.

Please indicate below your agency's position or viewpoint on the proposed project and return this form by
02/10/2009. If you have any questions regarding the proposed project, please contact
Brad Connell 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]~net. www nccorlstrllmr!nrlgp.mp.nt np.t

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
development that does not involve
the filling or excavation of any
wetlands or open water areas: $250 100% ($250) 0% ($0)
II. Public or commercial
development that does not involve
the filling or excavation of any
wellands or open waler 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,S, C,
or D below applies:
III(A). Private, non-commercial
development, if General Water
Quality Certification No. 3490
(See atlached) 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
OCM staff determined Ihat
additional review and written
OWQ concurrence is needed
because of concerns related to '..--"-...
water quality or aquatic life:.. $400 . .., , 60% ($240) 40% ($160)
_.-- "0
( -
III(D). If General Waler Quality 0
Certification No, 3490 (see e
'at1-&l;be.!U~annot be appli.ed,;,....., _ --$400"" J 60% ($240) 40% ($160)
" ./
IV. Oevelopmentthal involves I e ---"
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 MANAGEMENT
FIELD INVESTIGATION REPORT

1. APPLICANT'S NAME: Estate of Lillian P. Taylor c/o Jack Stancil

2. LOCATION OF PROJECT SITE: The project is located adjacent to Bogue Sound at
1824 Salter Path Road in Indian Beach, Carteret County.

Photo Index - 2006: 38-8075, grids H-17, H-18, 1-17, 1-18, 1-19, J-16, J-17, J-18, J-
19, K-16, K-17, K-18, K-19; 2000: 38-484, grids H-17, H-18, 1-17, 1-18, 1-19,
J-17, J-18, J-19, K-16, K-17, K-18, K-19.
State Plane Coordinates - X: 2630124.366 Y: 346763.846 Rover #: M121108A
Longitude: 3441 04.220 Latitude: -765413.607
3. INVESTIGATION TYPE: CAMA

4. INVESTIGATIVE PROCEDURE: Date of Site Visit - 12/11/08
Was Applicant Present -No
Photos Taken - Yes
5. PROCESSING PROCEDURE: Application Received - cc: 11/13/08
Office - MHC

6. SITE DESCRIPTION:
(A) Local Land Use Plan - Carteret County
Land Classification From LUP - Undeveloped/Conservation
(B) AEC(s) Involved: ES, EW, PTA, CW
(C) Water Dependent: Yes
(D) Intended Use: Private/Community
(E) Wastewater Treatment: Existing - None
Planned - Package treatment plant
(F) Type of Development: Existing -None
Planned - New 30-lot subdivision with infrastructure, a
4-slip docking facility, and a 5-slip docking facility
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A

7. HABITAT DESCRIPTION:

I (A) Section 404 Wetlands II II 15,275 sf II I
I (B) Coastal Wetlands II II II 270 sf shaded I
I (C) Shallow Bottom/SA V Habitat II II I 3,113 sf shaded
5,948 sf incorp
I (D) High Ground II II 77,891 sf II I

DREDGED

FILLED

INCORP/SHADED

(E) Total Area Disturbed: 99,384 sf
(F) Primary Nursery Area: No
(G) Water Classification: ORW Open: Yes

Field Investigation Report:
Taylor Tract
Page 2

8. Project Summary: The applicant wishes to construct a new 30-10t subdivision with
infrastructure, a 4-slip docking facility, and a 5-slip docking facility for community use and is
applying for a permit to do so.

9. Narrative Description:

The property is located in Indian Beach at 1824 Salter Path Road, Carteret County. The parcel is a
20.5-acre tract adjacent to Bogue Sound. This site is currently undeveloped. The adjacent
properties are residential complexes. The property to the east is a condominium complex, and the
property to the west is a religious community group home facility.

The average elevation of the high ground of the parcel is + 8' above normal high water level.
Vegetation on the tract mainly consists of maritime forest, which includes Section 404 Wetlands
and coastal marsh. There is approximately 1,740' of shoreline along Bogue Sound on this tract.
The bulk of Section 404 Wetlands extend through the middle of the tract. The coastal wetlands are
present on the north side of the tract, adjacent to Bogue Sound. Immediate offshore water depths
adjacent to the tract along Bogue Sound range from about -0.5' to -3' nlw. The subaqueous
substrate is firm with shell.

This waterbody is about 2.5 miles across at this location. These waters are not classified as a
Primary Nursery Area and there is submerged aquatic vegetation present. This area is open to
shellfish harvest and is classified as Outstanding Resource Waters. There is a Federal Channel
extending through Bogue Sound, approximately 2 miles north of the project area.

10. Proposed Development:

The applicant wishes to construct a new 30-lot subdivision with infrastructure, a 4-slip docking
facility, and a 5-slip docking facility adjacent to Bogue Sound.

The upland development will consist of the construction of an 18' wide asphalt roadway within 45'
of the right-of-way to serve the subdivision. In addition, there will be three 6' wide concrete
sidewalks. The average lot size will be about 0.5 acre. This will disturb 93,166 square feet of
uplands (77,891st) and Section 404 Wetlands (15,275st). The roadway will be in a "loop"
configuration and will impact two areas of Section 404 Wetlands, on the east and west sides of the
tract. One of the sidewalks will begin at the entrance of the subdivision beside the roadway and
will be segmented by two sections of wooden boardwalk over the Section 404 Wetlands. The other
two sidewalks will connect two docking facility access piers to the roadway. Adjacent to each of
the three sidewalks, will be three gazebos. A fourth gazebo is proposed in a conservation area in
the northeast corner of the tract. Each gazebo will be 20' wide and 20' long, and sited on high
ground.

The docks will be located on conservation lots, one will be between lots 9 & 10 and the other will
be between lots 15 & 16. The western docking facility will have four slips. The pier will be 6'
wide and 250' long. There will be two finger piers and seven tie pilings. Each pier. will be 3.5'
wide and 15' long. At the terminus of the pier, there will be a 15' by 15' covered platform. The
eastern docking facility will support five more slips. The pier will be 6' wide and 290' long.
Brad Connell January 12,.2009 Morehead City

Field Investigation Report:
Taylor Tract
Page 3

There will be three finger piers and eight tie pilings. Each pier will be 3.5' wide and 15' long. At
the terminus of the pier, there will be a 15' by 15' covered platform. These nine boat slips will be
in approximately -3.0' nlw.

10. Anticipated Impacts:

This proposal will disturb about 77,891 square feet of high ground for the creation of the roadway,
gazebos, and pedestrian walkways. The roadway will fill 15,275 square feet of Section 404
Wetlands. The docking facility will usurp 5,948 square feet of public trust waters, shade 270
square feet of coastal marsh, and shade 3,113 square feet of shallow bottom SA V habitat along
1,740' of shoreline. This will not be a hazard to navigation as there is not a Federal Channel in the
immediate vicinity. The western docking facility will have 330 square feet of platform area along
98' of shoreline and the eastern docking facility will have 383 square feet of platform area along
190' of shoreline. This proposal will result in a total of23 % of impervious surface within the 575'
Estuarine Shoreline AEC. Almost the entire tract is within the 575' Estuarine Shoreline AEC.
This calculation does not include the future home construction. The waters of Bogue Sound are
classified as Outstanding Resource Waters and are not designated as a Primary Nursery Area.
Water depths in the immediate area range from -0.5' to -3' nlw. These waters are open to the
harvest of shellfish and there are beds of submerged aquatic vegetation present.

Brad Connell

January 12, 2009

Morehead City

AVA
NCDENR

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

MEMORANDUM

DATE:

January 12,2009

TO:

Doug Huggett

THRU:

Tere Barrett

FROM:

Brad Connell

SUBJECT: Comments and Recommendations - CAMA Major Permit - Taylor Tract, Carteret
County

The following is my assessment and consequent recommendations of the above referenced
proposal: This proposal involves the filling of 15,275 square feet of Section 404 Wetlands. This
proposal may also impact shallow bottom SA V habitat due to future prop scarring. The waters
of Bogue Sound are open to shellfish harvest. This waterbody is not a Primary Nursery Area.
This proposal will not pose a hazard to navigation. This proposal is in accordance with 15A
NCAC 07H .0208(b)(6) and 15A NCAC 07H .0209. Assuming that state and federal agencies
concur with the proposal, I recommend the project be authorized as proposed, contingent upon
the following conditions:

1) The docking facilities will display a sign showing the location of the nearest pump out
facility, including other appropriate waste disposal information, at the entrance and exit
from the main piers.

2) No sewage, whether treated or untreated, shall be discharged at any time from any boats
using the docking facility. Any sewage discharge at the docking facility shall be
considered a violation of this permit for which the permittee is responsible. This
prohibition shall be applied and enforced throughout the entire existence of the permitted
structure.

3) This permit authorizes only the docks, piers, and other structures and uses located in or
over the water that are expressly and specifically set forth in the permit application. No
other structure, whether floating or stationary, may become a permanent part of this
docking facility without permit modification. No non-water dependent uses of structures
may be conducted on, in or over public trust waters without permit modification.

4) The pier and associated structures shall have a minimum setback distance of 15 feet
between any parts of the structure and the adjacent riparian access corridors of Lots 9 &
10 and Lots 15 & 16, which is deteimined by drawing a line parallel to the channel, then

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

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

Taylor Tract
January 12,2009
Page 2
drawing a line perpendicular to the channel line that intersects with the shore at the point
where the upland property line meets the water's edge.

5) Any portion of the permitted access pier and docking facilities built over coastal wetlands
must not exceed six feet in width and must be elevated a minimum of three feet over the
wetland substrate as measured from the bottom of the decking.

6) No attempt will be made by the permittee to prevent the full and free use by the public of
all navigable waters at or adjacent to the authorized work.

7) The permittee will maintain the authorized work in good condition and in conformance
with the terms and conditions of this permit. The permittee is not relieved of this
requirement ifhe abandons the permitted activity without having it transferred to a third
party.

8) This permit does not authorize the interference with any existing or proposed Federal
project, and the permittee will not be entitled to compensation for damage to the
authorized structure or work, or injury which may be caused from existing or future
operations undertaken by the United States in the public interest.

9) The permittee must install and maintain at his expense any signal lights or signals
prescribed by the U.S. Coast Guard, through regulation or otherwise, on the authorized
facilities. At a minimum, permanent reflectors should be attached to the structure in
order to make it more visible during hours of darkness or inclement weather.

10) This permit authorizes a maximum of nine boat slips. At no time shall more than nine
vessels be moored or docked at the facility. The restriction of the number of vessels shall
apply to all marine vessel types, including but not limited to motorboats, sailing vessels
and personal watercraft.

11) In order to protect water quality, runoff from the construction must not visibly increase
the amount of suspended sediments in adjacent waters.

12) The permitted activity will be conducted in such a manner as to prevent a significant
increase in turbidity outside of the area of construction or construction-related discharge.
Increases such that the turbidity in the waterbody is 25 NTU's or less in all saltwater
classes are not considered significant.

13) A ground cover sufficient to restrain erosion shall be provided within the shorter of 15
working or 30 calendar days of completion of any phase of grading on cut or filled
slopes.

14) Appropriate sedimentation and erosion control devices, measures or structures must be
implemented to ensure that eroded materials do not enter adjacent wetlands, watercourses
and property (e.g. silt fence, diversion swales or berms, sand fence, etc.).

Taylor Tract
January 12, 2009
Page 3
15) Any development or land disturbing activity that is considered non-water dependent is
not authorized within 30 feet of the normal high water level unless specifically exempted
by Coastal Resource Commission (CRC) regulations in place at the time of such
development.

16) In order to avoid unreasonable danger to life and property, all development shall be
designed and placed so as to minimize damage due to fluctuations in ground elevation
and wave action in a 100-year storm. Cantilevered decks and walkways shall meet this
standard or shall be designed to break-away without structural damage to the main
structure.

17) Any building constructed shall comply with the North Carolina Building Code and the
local flood damage prevention ordinance as required by the National Flood Insurance
Program.

NOTE:

NOTE:

NOTE:

NOTE:

NOTE:

NOTE:

NOTE:

NOTE:

The building code or flood damage prevention ordinance may impose additional
more restrictive requirements than the Division's standards for development in
areas of environmental concern (AECs).

The permittee's contractor is advised to contact the U.S. Coast Guard at (910)
772-2220 to discuss operations and appropriate lighting, markers, etc. for all
dredge equipment.

If the permittee discovers any previously unknown historic or archaeological
remains while accomplishing the authorized work, he will immediately notify the
District Engineer, Wilmington Branch, U.S. Army Corps of Engineers at (910)
251-4511, who will initiate the required State and Federal coordination.

The permittee is advised to contact the local health department regarding
requirements for septic tank installations (as required under 15A NCAC
18A.1900 et. seq.). For information concerning septic tank and other on-site
waste disposal methods, contact the Carteret County Health Department.

This permit does not eliminate the need to obtain any additional state, federal or
local permits, approvals or authorizations that may be required.

Future development of the permittee's property may require a modification of this
permit. Contact a representative of the Division at [phone] prior to the
commencement of any such activity for this determination. The permittee is
further advised that many non-water dependent activities are not authorized
within 30 feet of the normal high water level.

This permit does not convey any rights, either in real estate or material.

Should either adjacent property be sold prior to the initiation of construction, the
permittee shall be required to obtain a signed riparian corridor waiver from the

Taylor Tract
January 12, 2009
Page 4

new property owner prior to the placement of any structures within the 15 foot
riparian corridor.

CC: Tere Barrett, DCM
Ted Tyndall, DCM

THE T AYLOR TRACT
Town of Indian Beach
Carteret County, NC

Project Description

This site is located in the Town ofIndian Beach, Carteret County, North Carolina off
Highway 58 East. This property is owned by The Estate of Lillian P, Taylor with Jack
Stancil, CPA, as the Executor. P.I.N. numbers for the project are 6324.12-96-6928 and
6334.09-06-0434. The Subdivision is located adjacent to Bogue Sound, which has an
ORW classification, in the White Oak River Basin. The scope of this project involves the
construction of a 30 lot, low density, residential subdivision which includes home sites,
roads, pedestrian boardwalks and open/common areas. Lots will be served by public
water and an off-site tertiary sewage treatment plant. This project has received
preliminary site plan approval from the Town of Indian Beach.

The land ranges in elevation 1 foot to 30 feet NA VD 88, with an average upland
elevation of approximately 8 feet. The existing project area consists of maritime forest as
well as salt marsh and 404 wetlands.

The total project area is 20.48 acres with 19.66 acres of developable area. The proposed
total impervious area for the entire site (including structures, roads, etc.) is 4.72 acres
which represents a 24% total impervious percentage. Deed restrictions and protective
covenants will be adopted limiting the impervious areas of the individual lots to the areas
shown on sheet CP2.0.

The approved (permit no. SW8 080609/dated 07.17.08) low density stormwater plan is
designed in such a way that the runoff from the streets will flow onto the roadside
shoulders throughout the project. Roads and lots are being graded to drain, where
practicable, the majority ofthe surface run-off away from the environmentally sensitive
areas.

Upland Development

The proposed plan calls for 30 single family lots. The lots range in size from 13,397 sq. ft.
to 35,931 sq.ft. with an average lot size of24,664 sq.ft. Amenities include a series of
common and conservation areas to be used by the homeowners. (4) 20'x20' gazebos will
be located in these common areas. A series of concrete walks are proposed to connect
various common areas. Two 6' pedestrian piers will extend into Bogue Sound for a
length of200' from NL W. Each of these piers has a 15'x15' viewing platform.

Taylor Tract Indian Beach - C.A.M.A. Narrative

1

DeM MP-l

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North Carolina DIVISION OF COASTAL MANAGEMENT

APPllCATllN lor
Maior Development Permit

(last revised 12/27/06)
09-0075

1. Primary Applicant/ Landowner Information
Business Name Project Name (if applicable)
Estate Of Lillian P. Taylor Taylor Tract - Indian Beach
Applicant 1 : First Name MI Last Name
Jack Stancil, CPA, Executor
Applicant 2: First Name MI Last Name
:},'
',i'
If additional applicants, please attach an additional pagers) with names listed.
Mailing Address PO Box City State
4909 Windy Hill Raleigh NC
ZIP Country Phone No. FAX No.
27609 U.S. 919 - 872 -1260 ext. 919 - 872 - 6182
Street Address (if different from above) City State ZIP
-
Email
jstanci I@stancilcpa,com

2. Agent/Contractor Information
Business Name
Jdavis Architects, PLLC
Agent! Contractor 1 : First Name MI Last Name
Talmage M Hall
Agent! Contractor 2: First Name MI Last Name
Larry R Zucchino
Mailing Address PO Box City State
510 Glenwood Ave, Suite 201 Raleigh NC
ZIP Phone NO.1 Phone No. 2
27603 919 - 835 -1500 ext. 292 919 - 835 -1500 ext. 225
FAX No. Contractor #
919 835 1510 None
Street Address (if different from above) City State ZIP
-
Email
[e-mail]/[e-mail]

<Form continues on back>

Form DCM MP-1 (Page 2 of 2)

APPLICATION for

Major Development Permit

3. Project Location
COL:nty (can be multiple) Street Address State Rd. #
Carteret 1824 Salter Path Road NC Hwy 58
Subdivision Name City State Zip
None Indian Beach NC 28575 -
Phone No. Lot No.(s) (if many, attach additional page with list)
N/A - - ex!. N/A, , , ,
a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project
White Oak Bogue Sound
c. Is the water body identified in (b) above, natural or man made? d. Name the closest major water body to the proposed project site.
IZINatural DManmade DUnknown Bogue Sound/Atlantic Ocean
e. Is proposed work within city limits or planning jurisdiction? f. If applicable, list the planning jurisdiction or city limit the proposed
~Yes DNo work falls within.
Town of Indian Beach

4. Site Description
a. Total length of shoreline on the tract (ft.) b. Size of entire tract (sq.ft.)
1 ,740 linear feet 892,011 sq.ft./20.48 ac
c. Size of individuallot(s) d. Approximate elevation of tract above NHW (normal high water) or
Min: 13,397 sq.ft., Max: 35,931 sq.ft., Avg: 24,664 sq.ft., NWL (normal water level)
8' average IZINHW or DNWL
(If many lot sizes, please attach additional page with a list)
e. Vegetation on tract
Maritime Forest
f. Man-made features and uses now on tract
None
g. Identify and describe the existing land uses adiacent to the proposed project site.
East side: The Ocean Club resort condominiums and amenities
West side: Baptist Children's Home retreat facility
h. How does local government zone the tract? 1. Is the proposed project consistent with the applicable zoning?
Planned Development District (Attach zoning compliance certificate, if applicable)
~Yes DNo DNA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? DYes ~No
k. Has a professional archaeological assessment been done for the tract? If yes, attach a copy. DYes ~No DNA
If yes, by whom?
I. Is the proposed project located in a National Registered Historic District or does it involve a DYes ~No DNA
National Register listed or eligible property?

<Form continues on next page>

Form DCM MP-1 (Page 3 of 4)

APPLICATION for
Major Development Permit

m. (i) Are there wetlands on the site? ~Yes ONo
(ii) Are there coastal wetlands on the site? ~Yes DNo
(iii) If yes to either (i) or (ii) above, has a delineation been conducted? ~Yes DNo
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
None
o. Describe existing drinking water supply source.
None
p. Describe existing storm water management or treatment systems.
low density system - see attached sheet SWI.O

5. Activities and Impacts
a. Will the project be for commercial, public, or private use? DCommercial DpubliclGovernment
rgjPrivate/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
A private subdivision with roads, sidewalks, boardwalks, pedestrian pier with viewing platforms, 9 boat slips, utilities and
building sites for 30 lots
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,
The construction methodology will be consistant with that typical of constructing this type of project in accordance with local
and state guidelines. Types of construction and euipment used is currently unknown. Any equipment used for more than a
day will be stored on site and properly secured.
d. List all development activities you propose.
(30) residential building lots, (2) pedestrian piers, (9) boat slips, (2) viewing platforms, (4) gazebos, wooden groundwalks,
sidewalks, street system
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? 5 acres DSq.Ft or ~Acres
g. Will the proposed project encroach on any public easement, public accessway or other area DYes t8lNo DNA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
Project is designed to minimize discharge to waters of the state - see sheet SW1.0
i. Will wastewater or stormwater be discharged into a wetland? DYes rgjNo DNA
If yes, will this discharged water be of the same salinity as the receiving water? DYes DNo DNA
j. Is there any mitigation proposed? DYes rgjNo DNA
If yes, attach a mitigation proposal.

<Form continues on back>

-t

Form DCM MP-1 (Page 4 of 4)

APPLICATION for
Major Development Permit

6. Additional Information .~ \ .'. "
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 NC Baptist Children's Home Phone No. 336-474-.1200
Address P.O. Box 338 Thomasville, NC 27360
Name Bogue Banks Water Corporation Phone No. 252-354-3307
Address P.O. Box 4009 Emerald Isle, NC 28594
Name The Ocean Club, LLC Phone No. 252-247-2035
Address P.O. Box 36 Salter Path, NC 28575
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
NCDWQ - Project No. SW8 080609 - 07.17.08
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 properly 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 11/12/2008 Print Name Talmage Mark Hall, ASLA

Signature

\

Please indicate application attachments pertaining to your proposed project.
ODCM MP-2 Excavation and Fill Information IZIDCM MP-5 Bridges and Culverts
I:8JDCM MP-3 Upland Development
I:8JDCM MP-4 Structures Information

'%-~/ \H!o

Form DCM MP-3

UPLAND DEVELOPMENT

(Construction and/or land disturbing activities)

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

I GENERAL UPLAND DEVELOPMENT

a. Type and number of buildings, facilities, units or structures
proposed.
Conservationlcommon areas, (2) pedestrian piers,
boardwalks, sidewalks, streets, (4) gazebos

c. Density (give the number of residential units and the units per
acre).

0.68 lots/acre

e. If the proposed project will disturb more than one acre of land, the
Division of Land Resources must receive an erosion and
sedimentation control plan at least 30 days before land-disturbing
activity begins.

(i) If applicable, has a sedimentation and erosion control plan been
submitted to the Division of Land Resources?
~Yes DNo DNA

(ii) If yes, list the date submitted: Scheduled for 11/12/08

g. Give the percentage of the tract within the coastal shoreline AEC to
be covered by impervious and/or built-upon surfaces, such as
pavement, building, rooftops, or to be used for vehicular driveways
or parking.

approximately 22.60%

Give the percentage of the entire tract to be covered by impervious
and/or built-upon surfaces, such as pavement, building, rooftops,
or to be used for vehicular driveways or parking.

approximately 24%

j. Describe proposed method of sewage disposal.
gravity collection to package treatment plant to infiltration
basin

Describe location and type of proposed discharges to waters of the
state (e.g., surface runoff, sanitary wastewater, industrial!
commercial effluent, "wash down" and residential discharges).

project is designed to minimize discharges to waters of the
state to the greatest extent practicable

b. Number of lots or parcels.

30 lots

d. Size of area to be graded, filled, or disturbed including roads,
ditches, etc.

approximately 5 acres

f. List the materials (such as marl, paver stone, asphalt, or concrete)
to be used for impervious surfaces.

Sidewalks: concrete, Streets: asphalt

h. Projects that require a CAMA Major Development Permit may also
require a Stormwater Certification.
(i) Has a site development plan been submitted to the Division of
Water Quality for review?
~Yes DNo DNA

(ii) If yes, list the date submitted: _07/02/08

k. Have the facilities described in Item (i) received state or local
approval?
DYes DNo ~NA

If yes, attach appropriate documentation.

m. Does the proposed project include an innovative stormwater
design?
DYes ~No DNA

If yes, attach appropriate documentation.

m. Describe proposed drinking water supply source (e.g., well,
community, public system, etc.)

public water system

o. When was the lot(s) platted and recorded?
pending

n. (i) Will water be impounded? DYes I:8JNo DNA
(ii) If yes, how many acres?

p. If proposed development is a subdivision, will additional utilities be
installed for this upland development?

[8JYes DNo DNA

11/12/2008

Date
Taylor Tract - Indian Beach

Project Name
Talmage Mark Hall, ASLA

Form DeM 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 facility/marina:
DCommercial DpubliclGovernment [8JPrivate/Community

c. (i) Dock(s) and/or pier(s)
(ii) Number ~
(iii) Length 200'
(iv) Width Q:
(v) Floating DYes ~No

e. (i) Are Platforms included? ~Yes DNo
If yes:
(ii) Number ~
(iii) Length 1[
(iv) Width 1[
(v) Floating DYes ~No
Note: Roofed areas are calculated from dripline dimensions.

g. (i) Number of slips proposed

~
(ii) Number of slips existing

none

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

k. Typical boat length: 22'-32',35' max

m. (i) Will the facility have tie pilings?
~Yes ONo
(ii) If yes number of tie pilings?
21

o This section not applicable

b. (i) Will the facility be open to the general public?
DYes [8JNo

d. (i) Are Finger Piers included? [8JYes DNo
If yes:
(ii) Number .Q
(iii) Length 1[
(iv) Width ~
(v) Floating DYes [8JNo

f. (i) Are Boatlifts included? DYes ~No
If yes:
(ii) Number

(iii) Length
(iv) Width

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

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

open runabout. mixed types

I. (i) Will the facility be open to the general public?
DYes ~No

2. DOCKING FACILITY/MARINA OPERA TIONS

~ This section not applicable

a. Check each of the following sanitary facilities that will be included in the proposed project.
o Office Toilets
D Toilets for patrons; Number: ~ocation:

o Showers
o 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.

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

e. (i) Give the location and number of "No Sewage Discharge" signs proposed.

(ii) Give the location and number of "Pumpout Available" signs proposed.

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?

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.

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

k. Describe design measures that promote boat basin flushing?

I. If this project is an expansion of an existing marina, what types of services are currently provided?

m. Is the marina/docking facility proposed within a primary or secondary nursery area?
DYes DNo

n. Is the marina/docking facility proposed within or adjacent to any shellfish harvesting area?
DYes DNo

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 _

DWL _ DNone

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

3. BOA THO USE (including covered lifts)

181 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, sheetpile, etc. If a rock groin, use MP-2, Excavation and Fill.)

181 This section not applicable

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

5. BREAKWA TER (e.g., wood, sheetpile, etc.)

181 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

D This section not applicable

a. Is the structure(s):
DCommercial DpubliclGovernment I8IPrivate/Community

b. Number 21

c. Distance to be placed beyond shoreline 200'
Note: This should be measured from marsh edge, if present.

d. Description of buoy (color, inscription, size, anchor, etc.)
none

e. Arc of the swing _

7. GENERAL

a. Proximity of structure(s) to adjacent riparian property lines
+1- 465' East, +1- 332' West

b. Proximity of structure(s) to adjacent docking facilities.
+1- 470' East, +1- 500' West

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

c. Width of water body
BOQue Sound. approximately 2.50 miles

d, Water depth at waterward end of structure at NLW or NWL
- 2.5' NLW

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

18. OTHER D This section not applicable I

a. Give complete description:

(4) 20' x 20' gazebos - 1 located along Bogue Sound between lots 7 and 8, 1 located along Bogue Sound between lots 9 and
10, 1 located at the street between lots 15 and 16, 1 located at the street between lots 27 and 30.

11/12/2008

Date

Taylor Tract - Indian Beach

Project Name
Talmage Mark Hall, ASLA

~..~
Appli"" S;goa~

~\

Form OeM MP-5
BRIDGES and CULVERTS

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

1. BRIDGES

a. Is the proposed bridge:
DCommercial DpubliclGovernment DPrivate/Community

c. Type of bridge (construction material):

e. (i) Will proposed bridge replace an existing bridge? DYes DNo
If yes,
(ii) Length of existing bridge: _
(iii) Width of existing bridge: _
(iv) Navigation clearance underneath existing bridge: _
(v) Will all, or a part of, the existing bridge be removed?
(Explain)

g. Length of proposed bridge: _

i. Will the proposed bridge affect existing water flow? DYes DNo
If yes, explain:

k. Navigation clearance underneath proposed bridge: _

m. Will the proposed bridge cross wetlands containing no navigable
waters? DYes DNo

If yes, explain:

2. CULVERTS

a. Number of culverts proposed: ~

i:8J This section not applicable

b.

Water body to be crossed by bridge:

d.

Water depth at the proposed crossing at NLW or NWL:

f.

(i) Will proposed bridge replace an existing culvert? DYes DNo
If yes,

(ii) Length of existing culvert: _

(iii) Width of existing culvert: _
(iv) Height of the top of the existing culvert above the NHW or
NWL:
(v) Will all, or a part of, the existing culvert be removed?
(Explain)

h.

Width of proposed bridge: _

j.

Will the proposed bridge affect navigation by reducing or
increasing the existing navigable opening? DYes DNo

If yes, explain:

I.

Have you contacted the U.S. Coast Guard concerning their
approval? DYes DNo

If yes, explain:

n. Height of proposed bridge above wetlands: _

o This section not applicable

b. Water body in which the culvert is to be placed:
404 Wetlands

< Form continues on back>

c. Type of culvert (construction material):
concrete

d. (i) Will proposed culvert replace an existing bridge?

DYes r:8lNo

If yes,
(ii) Length of existing bridge: _
(iii) Width of existing bridge: _
(iv) Navigation clearance underneath existing bridge: _
(v) Will all, or a part of, the existing bridge be removed?
(Explain)

f. Length of proposed culvert: 30' each

h. Height of the top of the proposed culvert above the NHW or NWL.
.12:

j. Will the proposed culvert affect navigation by reducing or
increasing the existing navigable opening? DYes r8JNo

If yes, explain:

3. EXCAVATION and FILL

a. (i) Will the placement of the proposed bridge or culvert require any
excavation below the NHW or NWL? [8JYes DNo

If yes,

(ii) Avg. length of area to be excavated: 300'

(iii) Avg. width of area to be excavated: 30'

(iv) Avg. depth of area to be excavated: ,;r

(v) Amount of material to be excavated in cubic yards: 1,000

c. (i) Will the placement of the proposed bridge or culvert require any
high-ground excavation? DYes [8JNo
If yes,
(ii) Avg. length of area to be excavated: _
(iii) Avg. width of area to be excavated: _
(iv) Avg. depth of area to be excavated: _
(v) Amount of material to be excavated in cubic yards: _

If yes,

(ii) Length of existing culvert(s): _

(iii) Width of existing culvert(s): _
(iv) Height of the top of the existing culvert above the NHW or
NWL:
(v) Will all, or a part of, the existing culvert be removed?
(Explain)

g. Width of proposed culvert: 36"

i. Depth of culvert to be buried below existing bottom contour.

24"

k. Will the proposed culvert affect existing water flow?

DYes r8JNo

If yes, explain:

D This section not applicable

b. (i) Will the placement of the proposed bridge or culvert require any
excavation within coastal wetlands/marsh (CW), submerged
aquatic vegetation (SAV) , shell bottom (SB), or other wetlands
(WL)? If any boxes are checked, provide the number of square
feet affected.

Dew DSAv DSB _

r8JWL 9.000 DNone

(ii) Describe the purpose of the excavation in these areas:
to install the culverts

d. If the placement of the bridge or culvert involves any excavation, please complete the following:
(i) Location of the spoil disposal area: on site

(ii) Dimensions of the spoil disposal area: 100' x 100'
(iii) Do you claim title to the disposal area? IZIYes D No (If no, attach a letter granting permission from the owner.)
(iv) Will the disposal area be available for future maintenance? ~Yes DNo
(v) Does the disposal area include any coastal wetlandslmarsh (CW), submerged aquatic vegetation (SA Vs), other wetlands (WL), or shell
bottom (S8)?
DCW DSAV OWL DSB IZINone
If any boxes are checked, give dimensions if different from (ii) above.

(vi) Does the disposal area include any area below the NHW or NWL? ? DYes IZINo
If yes, give dimensions if different from (ii) above.

e. (i) Will the placement of the proposed bridge or culvert result in any
fill (other than excavated material described in Item d above) to
be placed below NHW or NWL? DYes IZINo

If yes,

(ii) Avg. length of area to be filled: _

(iii) Avg. width of area to be filled:_

(iv) Purpose of fill:

g. (i) Will the placement of the proposed bridge or culvert result in any
fill (other than excavated material described in Item d above) to
be placed on high-ground? DYes ~No

If yes,

(ii) Avg. length of area to be filled:

(iii) Avg. width of area to be filled: _

(iv) Purpose of fill:

f. (i) Will the placement of the proposed bridge or culvert result in any
fill (other than excavated material described in Item d above) to
be placed within coastal wetlands/marsh (CW), submerged
aquatic vegetation (SAV), shell bottom (SB), or other wetlands
(WL)? If any boxes are checked, provide the number of square
feet affected.

Dcw _ DSAV DSB

~WL 9.000 DNone

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

filling for culvert cover, road bed and shoulder sections

14. GENERAL

a. Will the proposed project require the relocation of any existing
utility lines? DYes ~No

If yes, explain:

If this portion of the proposed project has already received
approval from local authorities, please attach a copy of the
approval or certification.

b. Will the proposed project require the construction of any temporary
detour structures? DYes IZINo

If yes, explain:

< Form continues on back> .

c. Will the proposed project require any work channels?
DYes I2JNo

If yes, complete Form DCM-MP-2.

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

backhoe

g. Will the placement of the proposed bridge or culvert require any
shoreline stabilization? DYes I2JNo

If yes, complete form MP-2, Section 3 for Shoreline
Stabilization only.

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

erosion control fencing

f. Will wetlands be crossed in transporting equipment to project site?

DYes IZINo

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

11/12/2008

Date
TaylorTract - Indian Beach

Project Name
Talmage Mark Hall, ASLA

II -/I.~J'

I.Davls Architects, PLLC
510 Glenwood Avenue
Suite 201
Raleigh, NC 27603

j

RE: The Taylor Tract at Indian Beach authorization

Ladies and Gentlemen: ~
~~ ~;U, ~ J ~1'~~~. I. ~
As managing emBer ef- , ~ )tJ. ~hereby authorize I.Davis
Architects, PLLC to act as my agent in co ction WIth obtainmg any and/or all
necessary CAMA permit(s) for The Taylor Tract at Indian Beach.

Should there be any questions concerning this authorization, please do not hesitate to
contact me.

Respectfully yours,

~ 7<1. ~

~..,.....,-, .....,....- 6

,i/};;