20061250 Ver 2_CAMA Application_20070525

North Carolina Department of Environment and Natural Resources
Division of Coastal Management
PAichael F. Easley, Governor Charles S. Jones, Director ~wiuiam G. Ross Jr., Secretary
May 23, 2007
MEMORANDUM:
TO: Ms. Cyndi Karoly
Environmental Biological Supervisor
Division of Water Quality
FROM:
SUBJECT:
applicant:
Doug Huggett
Major Permits Processing Coordinator
CAMA/DREDGE & FILL Permit Application Review
Bogue Watch LLC, c/o John Netherton
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Project Location: Carteret County, adjacent to Sander's Creek and Bogue Sound at the common area
of the Bogue Watch Subdivision located at 1130 Situs Court, NC Hwy 24 East in
the Newport area.
Proposed Project: Proposes to construct a 29-slip upland marina with channel excavation to serve the
community of the new Bogue Watch Subdivision.
Please indicate below your agency's position or viewpoint on the proposed prof ect and return this form by
June 13, 2007. If you have any questions regarding the proposed project, please contact Tere Barrett at
[phone]. When appropriate, in-depth comments with supporting data are requested.
REPLY:
SIGNED
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.
DATE
400 Commerce Avenue, Morehead City, North Carolina 28557
Phone: [phone] FAX: [phone] Internet: www.nccoastalmanagement.net
An Equal Opportunity 1 Affirmative Action Employer - 50% Recycled 110% Post Consumer Paper
66 i25o v~

Major Permit Faa Schadulg
DCM $ DWQ $
Development Type Fee (14300 1601 435100093 1625 6253) (24300 1602 435100095 2341)
I. Private; non-commercial
development that does not involve
e filling or excavation of any
eUands or open water areas: $250 100% ($250) 0% ($0)
II. Public or commercial
development that does not involve
e filling or excavation of any
etlands or open water areas: $400 100% ($400) 0% ($0)
III. For development that involves
e filling and/or excavation of up to
1 acre of wetlands and/or open
ater 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)
111(C). If General Water Quality
Certification No. 3490 (see
attached) could be applied, but
DCM staff determined that
additional review and written DWQ
concurrence is needed because of
concerns related to water quality or
aquatic life: $400 60% ($240) 40% ($160)
D). If General Water Quality
ertification No. 3490 (see
ttached) cannot be applied: $400 60% ($240) 40% ($160)
IV. Development that involves the
filling and/or excavation of more
an one acre of wetlands and/or
open water areas: $475 60% ($285) 40% ($190)

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Bogue Watch, LLC, c/o Mr. John Netherton
2. LOCATION OF PROJECT SITE: Adjacent to Sander's Creek and Bogue Sound at the common area
of the Bogue Watch Subdivision located at 1130 Situs Court, NC Hwy 24 East in the Newport area of
Carteret County.
Photo Index - 2006: photo 39-8052, grids P-8, Q-8 2000: photo 39-499, grids H-17, I-18
1995: photo 39-480, grids I-3, J-4 1989: photo 160-15, grids L-12, M-12
State Plane Coordinates - X: 2610300 Y: 355300 Rover #J052215B
3. INVESTIGATION TYPE: LAMA/D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit -Multiple 2006, May 16, 2007
Was Applicant Present -Yes, No
5. PROCESSING PROCEDURE: Application Received - cc: 4/11/07
Office - MHC
6. SITE DESCRIPTION:
(A) Local Land Use Plan -Carteret County
Land Classification From LUP -Limited Transition/Conservation
(B) AEC(s) Involved: ES, EW, PTA, CW
(C) Water Dependent: Yes
(D) Intended Use: Community
(E) Wastewater Treatment: Existing -Community package treatment system
Planned -None
(F) Type of Structures: Existing -Roadway, stormwater ponds
Planned -Basin, marina, bulkhead, breakwaters, boardwalks, boat
ramp., finger piers, channel excavation
(G) Estimated Annual Rate of Erosion: 1.4'/yr
Source -Aerial photography
7. HABITAT DESCRIPTION: nRF,nc~F,n FTT.T,F.n (1TNF.R
(A) S artina alterniflora
S~artina aU tens, Distichlis s i~ 750 sf
300 sf 27 sf
(B) High Ground 25420 sf 7737.5 sf 3290 sf (shaded)
(C) Open Water 49 sf 8320 sf (incorp. of
which 920 shaded)
(D) Shallow Bottom Habitat 22155 sf
(D) Total Area Disturbed: 63101 sf (1.49 acres)
(E) Primary Nursery Area: Yes
(F) Water Classification: SA-ORW Open: No
8. PROJECT SUMMARY: Applicant proposes to construct 29-slip upland marina with channel
excavation to serve the community of the new Bogue Watch Subdivision.

Field Investigation Report:
Bogue Watch, LLC
Page 02
THIS APPLICATION REPRESENTS A MAJOR MODIFICATION REQUEST TO STATE
PERMIT #141-06, ISSUED TO BOGUE WATCH, LLC, VIA THE EXPRESS PERMIT
PROGRAM.
9. Narrative Description:
The applicant is Bogue Watch, LLC, the entity having received State Permit #141-06 to
develop the high ground infrastructure fora 287-lot subdivision on 195 acres. This permit
was reviewed and authorized under the express permitting program, and allowed for the
installation of roadways and utilities, 3 observation piers, a vehicular bridge, and a
community wastewater treatment system. The subdivision lies adjacent to Sanders
Creek/Bay and Bogue Sound in the Newport area of Carteret County, on the south side of
Highway 24 East. The applicant is in the process of completing that development, and now
wishes to request a marina for the community on the common area, located at 1130 Situs
Court.
The property is 195 acres in size, and is presently vegetated with lawn grasses, pines, and
oaks. Roadways into the subdivision are currently being installed, as are stormwater ponds,
and the wastewater treatment system. The average tract elevation is + 6.5' nhw, with the
property having approximately 5550' of shoreline along Sander's Creek and Bogue Sound.
Both Sander's Creek and Bogue Sound carry water quality classifications of 5A-ORW.
Substrate in the project area is sandy, with visible beds of submerged vegetation offshore,
also evidenced by a wrack line of the same. While the substrate contains shells, no oyster
beds were observed within the area of the proposed project. Sander's Creek is closed to the
taking of shellfish by the DEH, while Bogue Sound is open. Sander's Creek is a designated
Primary Nursery Area per the DMF, while Bogue Sound is not.
The Carteret County Land Use Plan classifies this area of the county as Limited Transition,
with all AEC's classified as Conservation. The body of water within the area of this proposal
is in excess of one mile across. Section 404 Wetlands, high marsh, and low marsh border the
shoreline along the entire project site. Tidal amplitude in the project area is approximately
1.2'. The NC Division of Land Resources issued Sedimentation/Erosion Control Permit
CARTE-2006-376 on 5/04/06 for the subdivision presently under construction. NC Division
of Water Quality stormwater Permit SW8 060614 was issued on 9/13/06 for the same. State
CAMA Permit #141-06 authorized 15.3% impervious within the AEC.
In 1984, State Permit #176-84 was issued to T.M. Singleton/Holiday Village that included the
excavation of a channel from the shoreline of the current project site, through Sander's
Creek, into Bogue Sound. At the time, there were two parties involved who had further
plans that never came to fruition. However, the channel was excavated, and is first depicted
on aerial photography between the years of 1984 and 1989. The authorized depth of
excavation was -6' nlw, with a width of 60'. Aerial photography from 1989 indicates that
the actual excavation was probably closer to 60' at shore, narrowing to 45' offshore. The
overall channel length from the shoreline to the connecting water depths within the AIWW of
Bogue Sound was approximately 25001inear feet.

Field Investigation Report:
Bogue Watch, LLC
Page 03
On the south side of the new subdivision lies a lot designated for community use, between lots
62 and 63, approximately 50,000 sf in size. This area contains the narrowest fringe of coastal
wetlands along the development shoreline, approximately 35' wide, containing S ap mina
ap tens, Distichlis s icata, and sparse juvenal Spartina alterniflora. Along this area of the
shoreline there are remnants of shrub vegetation in the form of small stumps below the nhw
line. To each side of the common area lot, the marsh has a distinct 6" or greater erosion
escarpment, however the sandy/clay bottom area in the vicinity of the proposed channel
nearest the shoreline does not. Further offshore, the substrate turns to sand with little silt.
Photography indicates that the channel was originally excavated to the shoreline, but that the
shoreline has lost approximately 40' since the time of excavation. Specifically, there was
approximately 25' of erosion between 1989 and 1995, and another 15' by the 2000
photography series. Site indicators such as the shrub stumps, clay content of the substrate,
and juvenal marsh vegetation confirm this recent shoreline loss. Consequently, the channel
as it exists today, begins approximately 40' + offshore.
The applicant proposes to excavate a basin from high ground, approximately 24,700 sf, with
dimensions approximating 190' x 130'. The basin has been designed to avoid 90-degree
corners, to aid in flushing. Elevations in the area currently are +4' msl, and the excavation
will result in average soundings of -4.5' nlw, removing approximately 10,063 cubic yards of
material from high ground. Finished bottom contours will be -3' at the landward end,
tapering to -6' at the channel, as an aid to flushing. Spoil excavated from the basin will be
removed by track hoe and dragline, and will be incorporated into the development of the
subdivision, as well as forming the dike wall for the hydraulic spoil disposal area. A plug
will be left between the basin and channel until all dredging is completed.
Upon completion of basin excavation, a berm with atop width of 4' and 3:1 side slopes will
be constructed around the new basin. This will serve as the spoil disposal area for channel
excavation. A flashboard riser will be installed in the southwest corner of the disposal area,
with an effluent pipe to discharge into Sander's Creek to the west of the entrance channel.
The applicant is proposing to maintenance excavate the landward 630' of the original
channel. Because of shoreline erosion since the time of original excavation, this will include
approximately 40 linear feet of area not involved in the original excavation, which will be
considered new dredging. The channel entrance at the basin is proposed for 38' in width,
crossing high ground for the first 19' ± . The channel will taper to a top width of 28' where
it will intersect the existing channel, excavating approximately 300 sf of Spartina ap tens and
Distichlis s i~ cata, and approximately 750 sf of Spartina alterniflora. The applicant has
shown 743 sf of wetland fringe, combining the high marsh (shown as Section 404 Wetlands)
with the low marsh. Since the plats were originally drawn, the marsh has expanded territory
with sparse but healthy Spartina alterniflora, making for a total wetland area destined for
excavation of approximately 1050 sf at this time.
Where the excavation approaches the new channel, the top width will expand to 45',
narrowing for the last 300' to a top width of 30'. All excavation will be within and narrower
than the originally excavated footprint. Channel side slopes are proposed for 1:1. The
channel excavation will disturb 23,625 sf of shallow bottom habitat inclusive of the wetlands,

Field Investigation Report:
Bogue Watch, LLC
Page 04
and approximately 720 sf of high ground. Approximately 1777 cubic yards of material will
be removed during the excavation of the access channel, changing the bottom contours from
the existing average of -3.9' nlw to -6' nlw. This excavation will be accomplished
hydraulically, with spoil pumped into the disposal area around the newly created basin.
The basin will be stabilized with 608' of vinyl bulkhead. Tie back/deadman installation will
disturb 6080 sf of high ground around the basin. A 75' x 20' boat ramp will be installed at
the north end of the basin, connecting to the cul-de-sac of Bow Spray Drive. Two 6' wide
docks are proposed along the sides of the ramp, 80' and 76' in length. The project includes a
513' x 6' boardwalk around the basin, with a 53' x 4' boardwalk on the southeast side. The
drip-thru boardwalks will extend from the bulkhead over high ground. Extending 20' into
the basin will be 14 fixed docks, 3' wide at the bulkhead, 1.5' wide at the end. Fourteen
pilings will be installed between the docks at the waterward ends, creating 29 boat slips.
Along the east and west sides of the entrance channel, the applicant proposes to install
breakwaters to prevent sedimentation of the basin and entrance channel. The breakwater to
the east is proposed for 63.2', or 40' from nhw. The breakwater to the west is proposed for
59.4', or 38' from nhw. The breakwaters are designed with a 1.5" gap for every 18" of vinyl
sheetpile, extending to 6" above nhw. Both structures are to be located in excess of 2000'
from the riparian shoreline of the development, though closer to the lots yet to be sold.
This will be a private marina, to serve boats with an average size of 20', and maximum of
24'. There will be a "no head" policy, and no overnight or "live-aboards" allowed, per the
applicant. A "No Sewage Discharge" sign will be posted at the entrance to the marina.
10. Anticipated Impacts:
The entrance channel for this project will require the excavation of 722 sf of high ground,
300 sf of high marsh, 750 sf of low marsh, and 22,155 sf of shallow bottom habitat. With the
exception of the marsh area and 540 sf of shallow bottom, the proposed channel area has
been excavated previously. The basin will require the excavation of 25,420 sf of high ground,
within which the ramp will fill 1500 sf. The bulkhead will require the filling of
approximately 6080 sf of high ground outside of the footprint of the basin, in the area where
the dike wall will be removed. The boardwalk and upper portion of the ramp docks will
shade 3,972 sf of high ground, while the lower end of the ramp docks and finger piers will
shade 920 sf of newly created open water, and incorporate 8,320 sf of the new marina basin.
The breakwaters will be installed through 35 sf of high ground, 40 sf of high and low marsh,
and 49 sf of open water. The channel excavation will have short-term turbidity impacts,
while the basin excavation should not. The permit can be conditioned to require that the
ramp and all docks be installed prior to the basin plug being removed, which will eliminate
turbidity impacts from piling installation. The project will add 940 sf of impervious area in
the form of the boat ramp to the existing AEC coverage of 15.3%. Neither the creation of
the slips in the upland basin, nor the excavation from a closed shellfish area with effluent
returning to the same should result in an expansion of the shellfish closure in Sander's Creek.
Name: Tere Barrett Date: 5/22107 Morehead City

irn~n~ nr
YUwMinIM~h1~11
North Carolina DIVISION OF COASTAL MANAGEMENT
7, Primary Applicant/ Landowner Information
Business Name
Bogue Watch, Llc Project Name (if applicable)
Bogue Watch
Applicant 1: First Name
John MI Last Name
Netherton
Applicant 2: First Name MI Last Name
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
5511 Capital Center Drive Suite 105 PO Box City
Raleigh State
NC
ZIP
27606 Country
USA Phone No.
252 - 256 - 1981 ext. FAX No.
- -
Street Address (if different from above) City State ZIP
Email
2, Agent/Contractorlnformation
Business Name
Stroud Engineering, Pa
AgenU Contractor 1: First Name MI Last Name
Ronald D Cullipher
AgenU Contractor 2: First Name MI Last Name
Mailing Address PO Box City State
151 A Highway 24 Morehead City NC
ZIP Phone No. 1 Phone No. 2
28557 252 - 247 - 7479 ext. 224
FAX No. Contractor #
252 247 4098
Street Address (if different from above) City Stat ZI
Email Mol
rcul [e-mail]
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,Farm DCM MP-1 (Page 2 of 4)
APPLICATIGN for
Major Development Permit
3. Project Location
County (can be multiple) Street Address State Rd. #
Carteret 1130 Situs Ct. gtg 250 NC Hwy 24
Subdivision Name City State Zip
Bogue Watch Newport NC 28570 -
Phone No. Lot No.(s) (if many, attach additional page with list)
919 - 256 - 1981 ext. n/a, ,
a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project
t ~~, (~,~~ Sanders Creek
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 Bogue Sound
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.
Carteret County
4. Site Description
a. Total length of shoreline on the tract (ft.) b. Size of entire tract (sq.ft.)
5550 ft +/- 195 acres +/-
c. Size of individual lot(s) d. Approximate elevation of tract above NHW (normal high water) or
previously permitted & approved, NWL (normal waterlevel)
(Ifmanylot sizes, please attach additional page with a list) ~`(9e,~~ S f ^NHW or ®NWL
e. Vegetation on tract
woods, grass fields, 404 and coastal wetlands
f. Man-made features and uses now on tract ;~
streets for subdivision
APB 4 - 2007
g. Identify and describe the existing land uses adJacent to the proposed project site.
mixed residential Morehead City DCM

h. How does local government zone the tract? i. Is the proposed project consistent with the applicable zoning?
PUD & R10 (Attach zoning compliance certificate, if applicable)
®Yes ^No ^NA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? ^Yes ®No
k. Has a professional archaeological assessment been done for the tract? If yes, attach a copy. ^Yes ®No ^NA
If yes, by whom?
I. Is the proposed project located in a National Registered Historic District or does it involve a ^Yes ®No ^NA
National Register listed or eligible property?
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Firm DCM MP-1 (Page 3 of 4)
APPLICATION for .
Major Development Permit
m. (i) Are there wetlands on the site? ®Yes ^No
(ii) Are there coastal wetlands on the site? ®Yes ^No
(iii) If yes to either (i) or (ii) above, has a delineation been conducted? ®Yes ^No
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
approved package treatment plan
,11~jj~ .
~~~~
o. Describe existing drinking water supply source. ~` J
West Carteret Water Corporation
p. Describe existing storm water management or treatment systems. ~~~ 8a+d Clty DCM
low-density with burp's
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.
This application is for the construction of an inland basin for 29 boats with a boat ramp, for maintenance dredging on an
existing channel and new excavation of 25 feet +/- plug to connect existing channel to proposed basin. This also includes
a bulkhead around the basin, sheetpile breakwater and boardwalk around the new basin.
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.
Trackhoe & dragline for upland basin construction, hydraulic dredge for channel dredging, sheet pile driving equipment,
dozers and backhoes for final grading
d. List all development activities you propose.
Construct upland basin, boat ramp with docks and piers with dredging of existing channel including breakwater.
e. Are the proposed activities maintenance of an existing project, new work, or both? both
f. What is the approximate total disturbed land area resulting from the proposed project? 2 ^Sq.Ft or ®Acres
g. Will the proposed project encroach on any public easement, public accessway or other area ^Yes ®No ^NA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
Stormwater runoff on ramp into upland basin
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.
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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) - (~ 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 Island View Shores , LLC Phone No
Address 1463 hwy 24E
Newport, NC 28570
Name Sue Bullard Phone No. unknow
Address 4019 hwy 24 ~~rg~~~~ City
Newport, NC 28570
Name Phone No.
Address
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
Cama Major 141-06 issed 9/14/06 Stormwater SW8 060614 issued 9/13/2006
Cama Major 176-84 issued 3/20/85 Erosion Control Carte -2006-376 issued May 4, 2006
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.
~J
~~
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 April 3, 2007.
Signature
Print Name -John Netherton
~~
Please indicate application attachments pertaining to your proposed project.
®DCM MP-2 Excavation and Fill Information I]DCM MP-5 Bridges and Culverts
®DCM MP-3 Upland Development
®DCM MP-4 Structures Information
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Form DCM MP-2
EXCAVATION and F I L L
(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 630' 190' 75'
Width 30' to 45' 130' 20'
Avg. Existing
Depth _3.9 NLW +4 MSL +4 MSL NA NA
Final Project _6 NLW -4.5 MLW _3 MLW NA NA
Depth AVG.
1. 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. SILT/SAN D
1776.5 CY
c. (i) Does the area to be excavated include coastal wetlands/marsh d. High-ground excavation in cubic yards.
(CW), submerged aquatic vegetation (SAV), shell bottom (SB), 190'X130'X11'/27= 10063 CY
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
®CW 576 SF ^SAV ^SB
®WL 167 SF ^None APR ~ ~, ~~~~
(ii) Describe the purpose of the excavation in these areas:
CREATE ACCESS FROM HIGH GROUND BASIN TO
EXISTING CANAL Morehead City DGM
2, DISPOSAL OF EXCAVATED MATERIAL ^This section not applicable
a. Location of disposal area. b. Dimensions of disposal area.
ONSITE WITHIN SUBDIVISION FOR LOT FILL ON HIGH 6.23 ACRES OF ONSITE DISPOSAL AT 1' AVG. FILL
GROUND
c. (i) Do you claim title to disposal area? d. (i) Will a disposal area be available for future maintenance?
®Yes ^No ^NA ^Yes ®No ^NA
(ii) If no, attach a letter granting permission from the owner. (ii) If yes, where?
e. (i) Does the disposal area include any coastal wetlands/marsh f. (i) Does the disposal include any area in the water?
(CW), submerged aquatic vegetation (SAV), shell bottom (SB), ^Yes ®No ^NA
or other wetlands (WL)? If any boxes are checked, provide the how much water area is affected?
(ii) If yes
number of square feet affected. ,
^CW ^SAV ^SB
^WL ®None
(ii) Describe the purpose of disposal in these areas:
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Forrh DCM MP-2 (Excavation and FiIB, Page 2 of 2}
3. SHORELINE STABILIZATION ^This section not applicable
(If development is a wood groin, use MP-4 -Structures)
a. Type of shoreline stabilization:
®Bulkhead ^Riprap ^Breakwater/Sill ^Other:
c. Average distance waterward of NHW or NWL: 0'
e. Type of stabilization material:
VINYL SHEETPILE WITH WOODEN OR CONCRETE CAP
g. Number of square feet of fill to be placed below water level.
Bulkhead backfill 0 Riprap
Breakwater/Sill Other
i. Source of fill material.
N/A
4, OTHER FILL ACT/VIT/ES ^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),
Morph®ad ~~ty ®~M
If yes,
(ii) Amount of material to be placed in the water
(iii) Dimensions of fill area
(iv) Purpose of fill
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)?
DIKE WALL OF UPLAND BASIN TRACKHOE, HYDRAULIC DREDGE, DUMP TRUCKS
c. (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.
Project
b. Length: 608 LF BASIN AND BOAT RAMP BULKHEAD
Width: 12" ESTIMATED FOR MAX. STRUCTURE WIDTH
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 a o o rosion amount
information. ~j[ R
h. Type of fill material. (~ J
N/A ~r" ~ ~ "" [,I~d~
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 fill in these areas:
d. (i) Will wetlands be crossed in transporting equipment to project
site? ^Yes ®No ^NA
(ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
252-808-2808 :: 1-888-4RCQAST :: www.nccoastalmanagement.net
revised: 12/26/06

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Form DCM MP-3 y~ ~~~
U
UPLAND DEVELOPMENT
(Construction and/or land disturbing activities) ~~~ ~ -° J/1 (;?
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complel~I{~,gjJ~~s® tions of the Joint
Application that relate to this proposed project. Please include all supplemental information. ~Y~VV~~((~~ r'~,(~ ~~~'~ ~~
GENERAL UPLAND DEVELOPMENT
a. Type and number of buildings, facilities, units or structures b. Number of lots or parcels.
proposed. 1
High ground boat basin and boat ramp with 6' boardwalk
and 4' boardwalk on high ground around marina
c. Density (give the number of residential units and the units per d. Size of area to be graded, filled, or disturbed including roads,
acre). ditches, etc.
n/a 2 acres which includes the basin construction and the
channel dredging
e. If the proposed project will disturb more than one acre of land, the f. list the materials (such as marl, paver stone, asphalt, or concrete)
Division of Land Resources must receive an erosion and to be used for impervious surfaces.
sedimentation control plan at least 30 days before land-disturbing concrete boat ramp
activity begins.
(i) If applicable, has a sedimentation and erosion control plan been
submitted to the Division of Land Resources?
®Yes ^No ^NA
(ii) If yes, list the date submitted: issed on May 4, 2006
Carte- 2006-376 for entire project
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.
600 sf of boat ramp, less than 25% from previously
permitted project
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 ^No ^NA
i. 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.
(ii) If yes, list the date submitted: _issed on 9/13/2006
SW8 060614 for entire project
less than 25% for entire project
j. Describe proposed method of sewage disposal.
package treatment plant for subdivision, none proposed
for upland basin
k. Have the facilities described in Item (i) received state or local
approval?
®Yes ^No ^NA
If yes, attach appropriate documentation.
I. Describe location and type of proposed discharges to waters of the
state (e.g., surtace runoff, sanitary wastewater, industrial/
commercial effluent, "wash down" and residential discharges).
surface runoff from boat ramp only
m. Does the proposed project include an innovative stormwater
design?
^Yes ®No ^NA
If yes, attach appropriate documentation.
252-808-28082 :: 1-888-4RCOAST :: www.nccoastalmanagement.net revised: 12/26/06

F~rrh CCM MP-3 (Upland Development, Page 2 of 2>
m. Describe proposed drinking water supply source (e.g., well,
community, public system, etc.)
Public water for the subdivision
o. When was the lot(s) platted and recorded?
2006
n. (i) Will water be impounded? ^Yes ®No ^NA
(ii) If yes, how many acres?
p. If proposed development is a subdivision, will additional utilities be
installed for this upland development?
^Yes ^No ®NA
a-13~~
Date
Bogue Watch
Project Name
John Netherton
A li ame
Ap lica Signature
W"'~8~~~
A0A / -?OOH
Ma-reh®ad ~I~r AGM
252-808-2808 :: 1-888-4RCOAST :: www.nccoastalmanagement.net revised: 12!26106

Form DCM MP-4
STRUCTURES
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
T, DOCKING FACILITY/MARINA CHARACTER/STICS
a. (i) is the docking facility/marina:
^Commercial ^PubliGGovernment ®Private/Community
c. (i) Dock(s) and/or pier(s)
(ii) Number 2 AT BOAT RAMP
(iii) Length `s~'7(p~ ~ 8C ~
(iv) Width 6
(v) Floating ^Yes ®No
e. (i) Are Platforms included? ^Yes ®No
If yes:
(ii) Number
(iii) Length
(iv) Width
(v) Floating ^Yes ^No
Note: Roofed areas are calculated from dripfine dimensions.
g. (i) Number of slips proposed
29
(ii) Number of slips existing
0
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:
k• Typical boat length: 20'
m. (i) Will the facility have tie pilings?
®Yes ^No
(ii) If yes number of tie pilings?
14
^This section not applicable
b. (i) Will the facility be open to the general public?
^Yes ®No
d. (i) Are Finger Piers included? ®Yes ^No
If yes:
(ii) Number
(iii) Length
(iv) Width
(v) Floating
f. (i) Are Boatlifts
If yes:
14
20
3' max ~~~
^Yes ®N
included? ^ No ~L
APR 4 - 2001
(ii) Number
(iii) Length Morehead }~,
~~
(iv) Width `.~ i~CM
h. Check all the types of services to be provided.
^ Full service, including travel lift and/or rail, repair or
maintenance service
^ Dockage, fuel, and marine supplies
® Dockage ("wet slips") only, number of slips: 29
^ Dry storage; number of boats:
® Boat ramp(s); number of boat ramps: 1
^ Other, please describe:
j. Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types).
open runabout, with less than 24' in length and no heads
I. (i) Will the facility be open to the general public?
^Yes ®No
252-808-2808 :: 1-888-4RCOAST :: www.nccoastalmanagement.net revised: 12/27/06

FOCTYt DCM MP-4 (Structures, Page 2 of 4)
2. DOCKING FACILITY/MARINA OPERATIONS ^ This section not applicable
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.
none proposed

c. Describe the disposal of solid waste, fish offal and trash.
none proposed

d. How will overboard discharge of sewage from boats be controlled?
limit size of boat and enforce "no head" policy

e. (i) Give the location and number of "No Sewage Discharge" signs proposed.
one at entrance
(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, san dblasting waste and petroleum products.
n/a
g. Where will residue from vessel maintenance be disposed of?
n/a
h• Give the number of channel markers and "No Wake" signs proposed. n/a
i. Give the location offuel-handling facilities, and describe the safety measures planned to protect area water quality.
n/a
j. What will be the marina policy on overnight and live-aboard dockage?
no overnight or live aboard dockage allowed

k. Describe design measures that promote boat basin flushing? ~Pn '~ '„ ~Q~7
!1
tapered corners, elevation transition -3 MLW to -6 MLW

I.
If this project is an expansion of an existing marina, what types of services are currently provided? Forehead City t~~F
n/a
m. Is the marina ocking facility proposed within a primary or secondary nursery area?
/Yes Qo~
V"i' ~
252-808-2808 :: 1-888-4RCOAST :: www.nccoastalmanagement.net revised: 12/27/06

. F~rrr I~CM MP-4 (Structures, Page 3 of 4)
n. Is the marina/docking facility proposed within or adjacent to any shellfish harvesting area?
~es ~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 (V1lL)? If any boxes are checked, provide the number of square feet affected.
®CW 576 sf ^SAV ^SB
®WL 167 sf ^None
p. Is the proposed marina/docking facility located within or within close proximity to any shellfish leases? ^Yes ®No
If yes, give the name and address of the leaseholder(s), and give the proximity to the lease.
3. BOATHOUSE (including covered lifts)
a. (i) Is the boathouse structure(s):
^Commercial ^PubliGGovernment ^Private/Community APR ~ ~„ ~uU1
(ii) Number t" U
(iii) Length
(iv) Width IYIV1 ~~~Q,~ ~j~'~/ ~VfY!
Note: Roofed areas are calculated from dripline dimensions. _+
4. GROIN (e.g., wood, sheetpile, etc. If a rock groin, use MP-2, Excavation and Fill.) ®This section not applicable
a• (i) Number
(ii) Length
(iii) Width
5. BREAKWATER (e.g., wood, sheetpile, etc.) ^This section not applicable
a• Length 1~g 63.2.1 an 59.4 b. Average distance from NHW, NWL, or wetlands
38'
c. Maximum distance beyond NHW, NWL or wetlands
40'
6. MOORING P/L/NGS and BUOYS ®This section not applicable
a. Is the structure(s):
^Commercial ^PubliGGovernment ^Private/Community
c• Distance to be placed beyond shoreline
Note: This should be measured from marsh edge, if present.
e. Arc of the swing
7. GENERAL
b. Number
d. Description of buoy (color, inscription, size, anchor, etc.)
252-808-2808 :: 1-888-4RCOAST :: www.nccoastalmanagement.net revised: 12/27/06

Folrrt~ ACM MP-4 (Structures, Page 4 of ~)
a. Proximity of structure(s) to adjacent riparian property lines
2000' plus
b. Proximity of structure(s) to adjacent docking facilities.
none known
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body
greater than 1 mile
d. Water depth at waterward end of structure at NLW or NWL
-6MLW
e. (i) Will navigational aids be required as a result of the project?
^Yes ®No ^NA
(ii) If yes, explain what type and how they will be implemented.
8. OTHER QThis section not applicable
a. Give complete description:
Bogue Watch Subdivision has previously been permitted by appropriate agencies for high ground development. This
application is for construction of a high ground marina for 29 wetslips constructed in accordance with Shellfish Sanitatiion
marina exclusion policy, the marina is proposed to be bulkheaded and contain a boat ramp. Additionally, the project includes
channel maintenance dredging and plug removal.along with the installation of sheet pile breakwaters at the basin entrance.
APR 4 -~ 2001
4 ~l~n
oat_~ ~ Morehead City CCM
Bogue Watch
Project Name
John Netherton
App nt ame
plica t Signature
252-808-2808 :: 1-888-4RCOAST :: www.nccoastalmanagement.net revised: 12!27!06

Bogue Watch CAMA Major Permit Application Narrative
Bogue Watch LLC is applying for a Major Modification to its existing CAMA Major
Permit. Their existing Major Permit ,permit number 141-06 was issued on 9/14/06. This
permit was issued in conjunction with State Stormwater and Erosion and Sedimentation
Permits for the development of a 2871ot single family subdivision. Included within the
original permit are observation decks out over the water.
This CAMA Major Permit application is for the proposed construction of a high ground
boat basin capable of storing 29 boats in wetslips, including a boat ramp and dredging of
an existing channel that was permitted by CAMA Major Permit176-84 which was issued
on 3/20/85. The boat basin is to be restricted to small boats, no larger than 24 feet and
contain no heads to comply with Shellfish Sanitation Marina Policy that would not result
in closure of shellfish waters.
The proposed high ground boat basin is to be bulkheaded and as proposed the connector
between this basin and the existing channel is to be excavated. Vinyl sheet pile
breakwaters are proposed at the basin entrance and a plug of new excavation is proposed
to connect the boat basin with the existing channel.
Limited coastal wetlands and 404 wetlands are requested to be excavated to allow for the
entrance canal construction. The application shows this as 576 sf of coastal wetlands and
167 sf of 404 wetlands. Wetlands surveys were provided by Carolina Engineers in a
digital format and where used as base maps for this project submittal.
APR 4 - 2097
MorAh~~d Clty DCM

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TABLE OF CONTENTS
C1 V1C]NITY MAP
C2 PROPOSED BOAT BAS]N/MAINTENANCE DREDGING
C3 PROPOSED MAINTENANCE DREDGING TO -6 MLW d BOAT BASIPI EXCAVAT]ON
C4 PROPOSED BOAT BSIN d RAMP (ENLARGEDI
C4A PROPOSED PLUG REMOVAL END OF EXISTING CHANNEL /UPLAND BASIN
C5 BULKHEAD d BREAKWATER AND BOAT RAMP DETAILS
C6 'DREDGING DETAILS
~~ ~.~~~~
BOGUS WATCH - CARTERET COUNTY
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orehead City ACM
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::::::::::::::.....:::::::::::::::::::::.::::::•::.~:::::• APR 4 - 2007
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LEGEND
404 WETLANDS
DREDGING OR EXCAVATION
COASTAL MARSH
PROPOSED BREAKWATER ~ ~~ ~~ ~ UNDREDGED PLUG
~ ~ ~ ~ 8Y OBSERVATIONS
- 715 SF - NEw DREDGE PLUG AND REGULATORY
GUIDANCE
APPROXIMATE END OF EXISTING DREDGING
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DISPOSAL DIKE, EARTHEN PLUG BETWEEN
NEW BASIN AND THE SHORELINE SHALL
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HAS BEEN COMPLETED AND SPOILS SPREA
PROJECT HIGH GROUND /
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151A HIGHWAY 24
MOREHEAD CITY, NORTH CAROLINA 28557
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