20131008 Ver 1_CAMA Application_20130918

r 1
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Pat McCrory Braxton C. Davis John E. Skvarla, III
Governor Director Secretary
MEMORANDUM 20 13 1 0 0 8
TO: Ms. Cyndi Karoly
Env. Biological Supervisor
Division of Water Quality Wetlands Unit
FROM: Doug Huggett Respond to Doug Huggett
Major Permits Processing Coordinator Morehead City Office
Coastal Management Division
400 Commerce Avenue
Morehead City NC 28557
DATE: 16 September 2013
SUBJECT: CAMA Application Review
APPLICANT: Tod J. Brennan
PROJECT LOCATION: Project site is located off Hwy 264 at 119 Rose Bay Loop Road in the
Community of Rose Bay adjacent the Rose Bay canal off Rose Bay Creek near Swan Quarter, in Hyde
County, North Carolina.
PROPOSED PROJECT: Applicant proposes to excavate an area 14' x 40' in an existing drainage canal at
its confluence with the Rose Bay Canal, bulkhead the canal sides, construct a 15' x 26' boathouse and a
6' x 20' dock.
Please indicate below your position or viewpoint on the proposed project and return this form by 6
October 2013 2013. Please contact Steve Trowell at 252- 948 -3854, if you have any questions regarding
the proposed project. When appropriate, in depth comments with supporting data are requested.
REPLY This office has no objection to the project as proposed.
Signed
This office has no comment on the proposed project.
This office approves of the proposed project only if the recommended changes
are incorporated. See attached.
This office objects to the proposed project for reasons described in the attached
comments.
Date
943 Washington Square Mall, Washington, NC 27889
Phone: 252 - 946.64811 FAX: 252 - 948 -0478 Internet: www.nccoastalmanag
An Equal Opportunity 1 Affirmable Action Employer

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANTS NAME: Tod J. Brennan
2. LOCATION OF PROJECT SITE: Project site is located off HWY 264 at 119 Rose Bay Loop Road in the community of
Rose Bay adjacent the Rose Bay canal off Rose Bay Creek near Swan Quarter, in Hyde County, North Carolina.
Photo Index - 2006:224 -8648; B -16 2000:224-1225;X-9 1995:N/A
State Plane Coordinates - X: 2,779,200 Y: 631,600
Scranton Quad. (upper right corner)
3. INVESTIGATION TYPE: CAMA/Dredge and Fill
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 14 August 2013
Was Applicant Present - No
5. PROCESSING PROCEDURE: Application Received -16 September 2013
Office - Washington
6. SITE DESCRIPTION: ffi
(A) Local Land Use Plan - Hyde County
Land Classification - Community, Conservation (AECs)
(B) AEC(s) Involved: EW, PTA, ES, PTS
(D) Water Dependent: Yes
(D) Intended Use: Private
7
(E) Wastewater Treatment: Existing - None
Planned - N/A
(F) Type of Structures: Existing - Foot bridge
Planned - Upland boat basin, boathouse, bulkhead and dock
(G) Estimated Annual Rate of Erosion: Unknown
HABITAT DESCRIPTION:
(A) Vegetated Wetlands
(B) Non - Vegetated Wetlands
(Canal Bottom)
(C) Other
Uplands
(D) Total Area Disturbed:
(E) Primary Nursery Area:
(F) Water Classification:
Open: No
560 ft2 (Basin)
15,820 ft2 (0.36 acres)
Yes
SC
[AREA]
14,750 ft2 (Spoil
Disposal and fill and
grade existing spoil
bank)
390 ft' (Shaded)
(Boathouse) 40 ft2
80 ft2 (Shaded)
(Dock)
8. PROJECT SUMMARY: The applicant proposes to excavate an area 14' x 40' in an existing drainage canal at it's
confluence with the Rose Bay canal, bulkhead the canal sides, construct a 15' x 26' boathouse and a 6' x 20' dock.

Tod I Brennan
Rose Bay Canal
Hyde County
Project Setting
The 3.82 acre project site is former agriculture field located at 119 Rose Bay Loop Road
near the flashing light on HWY 264 in the community of Rose Bay adjacent Rose Bay Canal
near Swan Quarter in Hyde County, North Carolina. The field has been out of production, taken
out because of saltwater intrusion, a condition exacerbated by its landscape position, low
elevation and ditch system around the field. Adjacent to and south of the field is a scrub /shrub
wetland mixed with pockets of Coastal Wetlands that transitions to a homogeneous stand of
Coastal Wetlands associated with Rose Bay Creek and Rose Bay off the Pamlico Sound. The
applicant owns 61.75 acres of the adjacent wetlands to the south. The field has been left out of
production allowing succession to take place. Approximately half of the field supports a stand of
Coastal Wetland species including three square Scir us robustus), salt grass Distichlis s icata),
and salt meadow hay (S artina ap tens). Higher elevations of the field are dominated by
Phra mites sp.
The west side of the field borders Rose Bay Canal off Rose Bay Creek. The bank of the
canal is f 2.5' above the normal water level (NWL) and there is an unimproved dirt path that
traverses along the canal bank. Several pot holes exist in the dirt path. This dirt path was used
mainly by bank fishermen driving into the site to fish. The applicant has put up a gate at the
paths intersection with the field to stop unauthorized entry onto the property. The canal bank
slopes gently downward to the field resulting in an upland area ±50' wide. The higher elevation
in this area likely resulted from the original excavation of the Rose Bay Canal. The entire field
has been delineated as wetlands by the US Army Corps of Engineers regulatory staff and
approximately half of the field has been delineated as Coastal Wetlands by Division of Coastal
Management staff.
The field has a drainage canal /ditch around the perimeter. The drainage canal on the
south side is larger /wider (15' wide) at its confluence with Rose Bay Canal while on the north
side of the field the drainage canal narrows to a culvert crossing at the gated field entrance.
There is a 10' wide x 25' long wooden footbridge across the southern canal 40' landward of its
confluence with Rose bay Canal.
Rose Bay Canal is 65' wide in the vicinity of the project site and narrows to 30' near the
gated entrance to the field. The property across the canal to the west is developed with a large
boat basin that is used as a railway to haul out wooden commercial fishing trawlers. Water
depths in Rose Bay Canal range between 5' to 7' below NWL. Water depths in the drainage
canal are 3' below the NWL. Rose Bay Canal is designated as Coastal Waters and as a Primary
Nursery Area by the Marine Fisheries Commission and SC by the Environmental Management
Commission and is closed to shellfishing.
Project Description
The applicant proposes to develop the mouth of the southern drainage canal into a boat
h_ . .

Tod J. Brennan
Rose Bay Canal
Hyde County
Page Two
basin that will support a 15' x 26' boathouse. The proposal is to excavate the canal bottom in an
area 14' wide x 40' long to a max final depth of 4' below the NWL and bulkhead the sides of the
canal adjacent the excavated area. A 6' wide x 40' long dock/finger pier will be constructed on
the landward side of each stretch of bulkhead. Water flow in the drainage canal will remain
open. The 15' x 26' long boathouse will cover a 13' x 13' boatlift. A 6' x 20' dock is proposed
to be constructed adjacent and parallel to Rose Bay Canal not extending more than 2' seaward of
the canal bank. The project as proposed will result in two boat slips.
The applicant also proposes to fill and grade the unimproved dirt path/spoil bank upland
area using both fill from the excavation activities and from an offsite source. Two small
retaining walls are proposed on each side of the existing footbridge to level the approaches on
each side.
Project Impacts
The project as proposed will result in the excavation of 560 ft2 of canal bottom. The
boathouse will shade 390 ft2 of canal bottom. The dock /finger piers will shade 480 ft2 of
uplands. The second dock adjacent Rose Bay Canal will shade 40 ft2 of canal bottom and 80 ft2
of uplands. A total of 2 boat slips are proposed. The project will increase small boat activity in
the area and their associated impacts.
Steve Trowell — Washington Regional Office —16 September 2013

Brennan
Rose Bay Major Permit Application
Boat Basin and Visitor Dock
8 -23 -13
Tod Brennan Contact Info:
330 - 469 -8658
Tod.brennan @delphi.com
C
i 2 9 2013

8 -23 -13
Brennan — Rose Bav Plan
Project Narrative
The project will involve building a boathouse and a visitor's dock. Currently, there is an old
footbridge that spans the entrance of a drainage ditch. A new footbridge was built about 40
feet up the drainage ditch earlier this year under a CAMA Minor Permit. The old bridge will be
removed and that section of the ditch will be widened and deepened slightly. A bulkhead will
then be built along both sides of that portion of the ditch. Pilings will be driven in both sides
and a roof will be constructed.
The visitors dock will be built in the main channel and will not involve any excavation. Pilings
will be driven in very close to shore and a dock will be attached on the land side of the Pilings.
Some fill will be brought in to the site and primarily used on the ditch end where the
boathouse will be located. The entire area (none of the designated wetland areas) will be
graded utilizing some fill, including the entrance easement to get rid of ruts and holes.

C-3 C Ht"
oern -i
APPLICATION for
Major Development Permit VV A R 110'
Gast revised 1 X27106)
North Carolina DIVISION OF COASTAL MANAGEMENT
<Form continues on back>

Form DCM MP -1 (Page 2 of 4)
3. Project Location
County (can be multiple) Street Address
E 1.1 f�c
Subdivision Name
Phone No
ext
a In which NC river basin is the project located?
APPLICATION for
Major Development Permit
State Rd t/
City State Zip
P3 C 2_31`86,:9-
Lot No (s) (if many, attach additional page with list)
b Name of body of water nearest to proposed project
A — —
C Is the water body identified in (b) above, natural or manmade?
❑Natural rKmanmade []Unknown
e Is proposed work within city limits or planning jurisdiction?
[]Yes Kfo
4. Site Description
d Name the closest major water body tq the proposed project site
n
f If applicable, list the planning jurisdiction or city limit the proposed
work falls within
a Total length of shoreline on the tract (ft )
b Size of entire tract (sq ft )
c Size of individual lot(s)
is'� j d ? `V L d Approximate elevation of tract above NHW (norms/ high water) or
J C7 NWL (normal water level)
(If many lot sizes, please attach additional page with a list)
❑NHW or NNWL .1. Z!
e Vegetation on tract
! JC.l.►J 4 ZS SAC..
Pilic
f Man -made features and uses now on tract
f—te-" •- Fo,'r %tk1r
g Identify and describe the existing land uses adjacent to the proposed project site
h How does local government zone the tract? i Is the proposed project consistent with the applicable zoning?
t, (Attach zoning compliance certificate, if applicable)
[]Yes ❑No WA
I Is the proposed activity part of an urban waterfront redevelopment proposal
❑Yes Wo
k Hasa professional archaeological assessment been done for the tract? If yes, attach a copy
If yes, by whom?
I Is the proposed project located in a National Registered Historic District or does it involve a
National Register listed or eligible property?
<Form continues on next page>
❑Yes Wlo ❑NA
❑Yes RrNo ❑NA
252- 808 -2808 ., 1- 888- 4Rt~OAST WWVv.ncc0"ta1Mana8ement.net

Form DCM MP -1 (Page 3 of 4)
m (i) Are there wetlands on the site?
(u) Are there coastal wetlands on the site?
(Ili) If yes to either (I) or (n) above, has a delineation been conducted?
(Attach documentation, if available)
n Describe existing wastewater treatment facilities
PONE
o Describe existing drinking water supply source
P Describe existing storm water management or treatment systems
t-)0PC-
5. Activities and Impacts
a Will the project be for commercial, public, or pnvate use?
b Give a brief description of purpose, use, and daily operations of the project When complete
APPLICATION for
Major Development Permit
KYes []No
Fes []No
Wes ❑No
qty
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
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d List all Ddevelopment activities you propose
�aJS�� -'C' (�Ac'I��iVSC •F AOCY�
e Are the proposed actiwties maintenance of an existing project, new work, or both?
Neu...
f What is the approximate total disturbed land area resulting from the proposed project
` 3y ❑Sq Ft or cres
rhDescribe he :proposed project encroach on any public easement, public accessway or other area
he lic has established use of? ❑Yes o ❑NA
location and type of existing and proposed discharges to waters of the state
Rijn -t 5•�q+ Ems' pwpbrp- GOEFS il'iib ^1'tc-- 12snSn pr. A I R*Ii
S�.'�I :- �A,ti,w�: 'i►tF +� Z• INA-- 0.0 PDStb �„� ►t, 4� liE - �A/,E. It�� i 4�; "�
i Will wastewater or stormwater be discharged into a wetland?
❑Yes gQNo ❑NA
If yes, will this discharged water be of the same salinity as the receiving water
I Is there any mitigation proposed ❑Yes ONO ❑NA
If yes, attach a mitigation proposal ❑Yes o ❑NA
<Form continues on back>
252- 808.2soB .. 1- 888- 4RCOAST ., w%RlW,nCcoastalroarragernent.net

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) — (0 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
'I'D W 1401-1 t.7E v W •• -
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 o
c A site or location map that is sufficiently detailed to guide agency personnel unfamiliar Huth the area to the site
d A copy of the deed (with state application only) or other instrument under which the applicant clams 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) lar'tdownerend 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 FA—OLA Nae LZ Phone No
Address S-S
Name Phone No
Address
Name i.rJSrj,•3 LL C Phone No
Address 2-11" f"C S I l t LL_ Q L-t► _ SC Z- l 47
g A list of previous state or federal permits issued for work on the project tract Include permit numbers, permittee, and issuing dates
h Signed consultant or agent authorization form, if applicable
i Wetland delmeation, if necessary
j A signed AEC hazard notice for projects in oceanfront and inlet areas (Must be signed by property owner)
flr���
k A statement of compliance with the N C Environmental Policy Act (N C G S 113A 1 -10), if necessary If the project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act
7. Certification and Permission to Enter on Land
I understand that any permit issued In response to this application will allow only the development described in the application.
The project will be subject to the conditions and restrictions contained in the permit
I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to
enter on the aforementioned lands in connection with evaluating Information related to this permit application and follow -up
monitoring of the project
I further certify that the information provided In this applicatlig jslfuthfip the best of my knowledge
Date -Ao,6L �i Z3 d� Print Name �J;� r �� ='�,s•,,�,�
Signature
Please Indicate application attachments pertaining to your
J6CM MP -2 Excavation and FIII Information
)CM MP -3 Upland Development
WCM MP -4 Structures Information
led project
❑DCM MP -5 Bridges and Culverts

Form DCM 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.
I. EXCAVATION
Amount of material to be excavated from below NHW or NWL in
cubic yards
a
(i) Does the area to be excavated include coastal wetlands /marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)7 If any boxes are checked, provide the
number of square feet affected
❑CW ❑SAV ❑SB
OWL done
(u) Describe the purpose of the excavation in these areas
.i r ' d j d - yo exiSZn3
ARtft0 = pt: ct,A
2. DISPOSAL OF EXCAVATED MATERIAL
a Location of disposal area
001 �rl1Tt>r.�1 '. .p7� �2e%g )wc
c (i) Do you claim title to disposal area
ffn1o, es ❑No ❑NA
(ii) attach a letter granting permission from the owner
(i) Does the disposal area include any coastal wetlands /marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected
❑CW ❑SAV ❑SB
OWL clone
(ii) Describe the purpose of disposal in these areas
b Type of material to be excavated
Other
(excluding
shoreline
stabilization
❑This section not applicable
O= -' 1 � �y
d High- ground excavation in cubic yards
This section not applicable
b Dimensions of disposal area
SIC 'k &J. 1
d (i) Will a disposal area be available for future maintenance
Yes ❑No ❑NA
(u) If yes, where?
SpolL- I%Aj�_u{
(i) Does the disposal include any area in the water?
Dyes XNo DNA
(ii) If yes, how much water area is affected?
ss
Channel
or
I
Boat Basin
Boat Ramp
Rock Groin
Rock
FCa;nal
Breakwater
Length
Width
+y r
Avg. Existing
Depth
�'
NA
NA
Final Project
Depth
r
NA
NA
I. EXCAVATION
Amount of material to be excavated from below NHW or NWL in
cubic yards
a
(i) Does the area to be excavated include coastal wetlands /marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)7 If any boxes are checked, provide the
number of square feet affected
❑CW ❑SAV ❑SB
OWL done
(u) Describe the purpose of the excavation in these areas
.i r ' d j d - yo exiSZn3
ARtft0 = pt: ct,A
2. DISPOSAL OF EXCAVATED MATERIAL
a Location of disposal area
001 �rl1Tt>r.�1 '. .p7� �2e%g )wc
c (i) Do you claim title to disposal area
ffn1o, es ❑No ❑NA
(ii) attach a letter granting permission from the owner
(i) Does the disposal area include any coastal wetlands /marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected
❑CW ❑SAV ❑SB
OWL clone
(ii) Describe the purpose of disposal in these areas
b Type of material to be excavated
Other
(excluding
shoreline
stabilization
❑This section not applicable
O= -' 1 � �y
d High- ground excavation in cubic yards
This section not applicable
b Dimensions of disposal area
SIC 'k &J. 1
d (i) Will a disposal area be available for future maintenance
Yes ❑No ❑NA
(u) If yes, where?
SpolL- I%Aj�_u{
(i) Does the disposal include any area in the water?
Dyes XNo DNA
(ii) If yes, how much water area is affected?

3. SHORELINE STABILIZATION
(If development is a wood groin, use MP -4 — Structures)
a Type of shoreline stabilization
,ulkhead ❑Riprap ❑ Brea kwater /Sill ❑Other
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 backflll Riprap (A
Breakwater /Sill Other
Source of fill material
❑This section not applicable
b Length yam•' lj °oei rl'dC `J
Width
d Maximum distance waterward of NHW or NWL
(i) Has there been shoreline erosion during preceding 12
months?
❑Yes �(No ❑NA
(II) If yes, state amount of erosion and source of erosion amount
information
h Type of fill material
4. OTHER FILL ACTIVITIES ❑This section not applicable
{Excluding Shoreline Stabilization)
a (I) Will fill material be brought to the site'? Wes ❑No ❑NA b (i) Will fill material be placed In coastal wetlands /marsh (CW),
If yes, submerged aquatic vegetation (SAV), shell bottom (SB), or
(II) Amount of material to be placed In the water 01 other wetlands (WL)7 If any boxes are checked, provide the
number of square feet affected
(m) Dimensions of till area �i3� > Z4�j ` ❑Cyy ❑SAV ❑SB
(Iv) Purpose of fill
❑WL (gone
(fit l' —Ll.l_ (� r� u d��..JL_— (n) Describe the purliose of the fill In these areas
fo12�a� l Lo- NL SO ►� BAn�d� L�Azc 1�3r R,cMeu.�tr�.� �.w.. �r s.at j�7rgR�6bE
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P Ft
Vly! L�lwsb N'fb �kY
5. GENERAL
a How will excavated or fill material be kept on site and erosion b
controlled?
c. TL? At-7 t- PiM a ywyx
c (Q Will navigational aids be required as a result of the project? d
❑Yes No ❑NA
(II) If yes, ex777777p"````lain what type and how they will be Implemented
Date r
What type of construction equipment will be used (e g , draghne,
backhoe, or hydraulic dredge)?
ik Wl`' N
t_s � _ tl2d actor . a>i."p 1tLul
(I) Will wetlands be crossed In transporting equipment to project
site? ❑Yes XNo ❑NA
(II) If yes, explain steps that will be taken to avoid or minimize
environmental Impacts
Applicant Name
Project Name a Applicant Signature
lllkti:
...- ���'r`:�•7 �hJ .. n :�: _ _�v�.w)i: .r�)' . it?: :�fs_l"`at.a � _a.r___ ?�� = °6:�= 3u. t_ =—

Form DCM MP-4
STRUCTURES
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP -1 Be sure to complete all other sections of the Joint
Application that relate to this proposed project Please include all supplemental information
1. DOCKING FACILITY /MARINA CHARACTERISTICS
a (i) Is the docking facility /marina
❑Commercial ❑Public /Government AlTlivate /Community
❑This section not applicable
b (i) Will the kNo t be open to the general public?
❑Yes
c (i) Dock(s) and /or pier(s)
d (i) Are Finger Piers included? Wes []No
(ii) Number , I
If yes
(m) Length 1
(u) Number Z-
(iv) Width _
(m) Length Lto t
(v) Floating []Yes Alo
(iv) Width V
(v) Floating []Yes []No
e (r) Are Platforms included? []Yes WO
f (i) Are Boatlifts included? []Yes P60
If yes
If yes
(u) Number
(u) Number
(iii) Length
(ui) Length
(iv) Width
(iv) Width
(v) Floating ❑Yes ❑No
Note Roofed areas are calculated from dnpline dimensions
g (i) Number of slips proposed
h Check all the types of services to be provided
- ❑ Full service, including travel lift and /or rail, repair or
(ii) Number of slips existing
maintenance service
_Q
❑ Dockage, fuel, and marine supplies
Mockage ( "wet slips ") only, number of slips Z.
❑ Dry storage, number of boats
❑ Boat ramp(s), number of boat ramps
❑ Other, please describe
i Check the proposed type of siting
f Describe the typical boats to be served (e g , open runabout,
❑ Land cut and access channel
charter boats, sail boats, mixed types)
❑Open water, dredging for basin and /or channel
g
❑Open water, no dredging required
Other, please describe
e*X%TX1J(0 V%'.4A C:'.a JIx
"f' CpWA -
k Typical boat length 74-ill 1 (i) Will the facij!ybe open to the general public?
[]Yes
No
AS
m (i) Will the facility have tie pilings
❑Yes Pto
(ii) If yes number of tie pilings?
252 "808.28013 :: 1 8884RCOAST " www_ncC0ast21manag0rsnent.net revised: l2f27/06

2. DOCKING FACILITY /MARINA OPERATIONS
a Check each of the following sanitary facilities that will be included to the proposed project
❑ Office Toilets
❑ Toilets for patrons, Number , Location
❑ Showers
❑ Boatholdmg 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
(n) Give the location and number of " Pumpout Available" signs proposed
XThrs section not applicable
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
1 What will be the manna 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?
2SS' i -^z it i , re 4 E.Re:.LA$ :: vz��v�n_.r�ae ^-e, gi�i41 iu y$lt3AlV °,ail 2 ": YvECf 9. i °�°
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f

• ��r��. `..L� ..L'�:o�`�E _��'�;�� jt �aL�S�,."..si /'7A =«.p �iNt ^�c '�° .r /„
m Is the marina /docking facility proposed within a primary or secondary nursery area?
pares ❑No
n Is the marina/docking facility proposed within or adjacent to any shellfish harvesting area?
❑Yes No
o Is the marina /docking facility proposed within or adjacent to coastal wetlands /marsh (CW), submerged aquatic vegetation (SAV), shell bottom
(SB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected
❑CW . rNon,
V ❑SB
❑WL
p Is the proposed marina /docking facility located within or within close proximity to any shellfish leases? ❑Yes KNo
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 ❑Public /Government x5rivate /Community
(u) Number
(w) Length
-2!o-
(iv) Width —Vi-
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.)
a (i) Number
(u) Length
(w) Width
5. BREAKWATER (e g, wood, sheetpile, etc)
a Length
c Maximum distance beyond NHW, NWL or wetlands
C3 This section not applicable
XFhis section not applicable
section not applicable
b Average distance from NHW, NWL, or wetlands
6. MOORING PILINGS and BUOYS r/s section not applicable
a Is the structure(s)
❑Commercial ❑Public /Government ❑Private /Community
c Distance to be placed beyond shoreline
Note This should be measured from marsh edge, if present
e Arc of the swing
b Number
d Description of buoy (color, inscription, size, anchor, etc )
I

7. GENERAL
a Proximity of structure(s) to adjacent riparian property lines
?St To na�P—FL
Note For buoy or moonng piling, use arc of swing Including length
of vessel
c Width of water body
-` f
e (i) Will navigational aids be required as a result of the project?
❑Yes *o ❑NA
(u) If yes, explain what type and how they will be implemented
b Proximity of structure(s) to adjacent docking facilities
4- Z.o o r
d Water depth at waterward end of structure at NLW or NWL
L1•5 f
8. OTHER XThls section not applicable
a Give complete description
Date
>'j—
Project �5 Z� l
Name ,
1
D nnLronl Ah.....
:.'LS �.-�fiZc- ��r}�.. _ -�i:i n•fx "e�vG^ �i'.:Srilf���Ir_V:YC:_?SS S'�N_:RFV_cY,T �.�l�.�iS_�.:t�L :t�i� "s aG ?�: i.!I,�i�{�z

1? [100 -299] Rose Bay Loop Rd, Swanquarter, NC 27885
http: / /www.mapquest .com/print ?a= app.core.fe0d 1 aO3b33847e4b333398c 8/22/2013
Notes
mapique
Trip to:
[100 -299] Rose Bay Loop Rd
Swanquarter, NC 27885
50.66 miles / 1 hour 2 minutes
Washington, NC
If
fM, 1. Start out going northeast on N Market St toward W 5th St / US -264 / NC -92 Map
0.03 Mi
0.03 Mi Total
92 2. Take the 1 st right onto E 5th St / US -264 / NC -92. Continue to follow NC -92. Map
8.8 Mi
8.9 Mi Total
ff264 3. Turn slight left onto US -264. Map
16.4 Mi
25.2 Mi Total
ff264 4. Turn slight right onto US -264 / NC -99. Map
3.7 Mi
28.9 AN Total
41 Lpml 5 Turn left onto US- 264 -BYP. Map
2.3 Mi
264ti
31.3 Mi Total
C64 6. US- 264 -BYP becomes US -264. Map
19.3 Mi
50.5 Mi Total
7. Turn right onto Rose Bay Loop. Map
0.1 Mi
50.7 Mi Total
8.[100-2991 ROSE BAY LOOP RD. Map
1? [100 -299] Rose Bay Loop Rd, Swanquarter, NC 27885
http: / /www.mapquest .com/print ?a= app.core.fe0d 1 aO3b33847e4b333398c 8/22/2013

1/7
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Hinson Farms LLC
Property
Parcel 2 Total Acreage:
61.75 acres
Parcel 1 Total Acreage:
3.82 acres
404 Non Coastal Wetland
295'
Ditch
Title: Brennan Rose Bay Plan
Date: August 23, 2013
Sheet 1 of 4
Scale: 1" = 40'
Ditch
11
HA
n
Pauline Credle Property
loft
d
�L
529'
50' Zone 2 Encroachment Buffer I
I !
Retaining wall to prevent fill from creeping into wetland I !
! I
75' CAMA Estuarine Shoreline AEC
Foot bridge (new)
—� -3
I
\I/ 50' Wetland Line `404' and Tar Pamlico River Basin Line
�L 1.
! �L
CAMA Line
Coastal Wetland I
I
!
!
I
!
I
I
I
I
! \I
Gate
T
Canal
To Rose Bay
75'
avatlo i area -6
Boathouse Roofline
15'x26'
f< \ -5
Bulkhead
-6
ting bridge
be removed
Visitor Dock
a
I
Existing Spoilbank
Level and Grade
Minimal Fill

A
1 f
1 f
1ft F
- , - -• - , - - -. -•- -' - -• -•- ; - - � � � = - Roof
-
Side Wall half wa y d o n )
• � � 141
- ;Decking- ;
.
•
,
T.
I i
• 1 1
r
I A 1:
Brennan — Rose Bay Plan
30at:Basin'Side View
August 23,"2013
Page 2 of 4
Scale: 1 " =4'

f "
1ft ;
1ft
oof•foOtprin
:.a.
,
.. ......
z
1=—^ Maiertal to be excavated
Proposed Fill (le'vel and Grade) ,
• e O
:Ground Level .A
o- A;° 0 0
e OO e °
O
,
,
-Currently-
Bulkhead
4 ;
utkhea
MLW
oo
P
rop Project Depth
_
%Bulkhead
,
,
,

• r �
i
1ft
1ft F]
Decking
-• --
-- .
'Ground
,
.
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