20171581 Ver 1_CAMA Application_20171211

®r.
Coastal Management
ENVIRONMENTAL QUALITY
December 7, 2017
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
BRAXTON DAVIS
Director
TO: Karen Higgins ' `
401 & Buffer Permitting Unit 5 8 j
DWRMater Quality Permitting
FROM: Heather Coats, Assistant Major Permits Coordinator
NCDEQ - Division of Coastal Management
127 Cardinal Drive Ext., Wilm., NC 28405 heather. coats(a_)_ncdenr.gov
Fax: [phone] (Courier 04-16-33)
SUBJECT: CAMA/Dredge & Fill Application Review
Applicant: 2 Chairs, LLC
Project Location: 1299 Cedar Landing Rd., adjacent to the A/WW, in Supply, Brunswick Co.
Proposed Project: to construct a restaurant, docking facility and riprap revetment
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Heather Coats at the address above by December 31, 2017. If you have any
questions regarding the proposed project, contact Sean Farrell at [phone] when appropriate
in-depth comments with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
*"Additional comments may be attached"
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 DATED
State of North Carolina I Environmental Quality I Coastal Management
127 Cardinal Drive Ext., Wilmington, NC 28405
910-796-7215

K
3
4.
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME: 2 Chairs, LLC c/o McGill Associates
LOCATION OF PROJECT SITE: 1299 Cedar Landing Road adjacent to the Atlantic Intracoastal Waterway in
Supply, Brunswick County NC.
Photo Index - 2006: 4-6218, O -P, 10
Latitude: 33°.917665"N Longitude: 78°.268611"W
INVESTIGATION TYPE: CAMA, D&F
INVESTIGATIVE PROCEDURE: Dates of Site Visit — 09/15/2017
Was Applicant Present — Yes
5. PROCESSING PROCEDURE: Application Received — 11/15/2017, received complete 11/30/2017
Office — Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan — Brunswick County
Land Classification From LUP - CLD
(B) AEC(s) Involved: EW, PTA, ES, CW
(C) Water Dependent: Yes
(D) Intended Use: Commercial
(E) Wastewater Treatment: Existing — N/A
Planned — Municipal water/sewer
(F) Type of Structures: Existing- Deteriorated bulkhead and riprap
Planned — Construct a new restaurant, commercial docking facility, and riprap
revetment
(G) Estimated Annual Rate of Erosion: N/A Source — N/A
7. HABITAT DESCRIPTION: [AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands (Coastal Wetlands)
120 sq. ft.
(Shaded)
(B) Open water
1010
(incorporated)
(C) Other (Highground)
780 sq. ft.
55, 997 sq. ft.
(riprap)
(disturbed)
(D) Total Area Disturbed: 57,907 sq. ft. (1.33 acres)
(E) Primary Nursery Area: No
(F) Water Classification: SA; HQW Open: YES
PROJECT SUMMARY: The applicant is proposing to construct a new restaurant, commercial docking facility,
and riprap revetment.

2 Chairs, LLC
Page 2
9. PROJECT DESCRIPTION:
The proposed project site is the riparian lot to the west of the Holden Beach Bridge, adjacent to the Atlantic
Intracoastal Waterway (AIWW) near Supply, Brunswick County NC. To find the property from U.S.-17 S
Shallotte/Myrtle Beach turn left onto Stone Chimney Rd. SE and travel for approximately 0.4 miles. Stay
straight through the light onto Old Ferry Connection SW and travel approximately 1. 12 miles. Turn right
onto Sabbath Home Rd. SW and travel for approximately 0.73 miles. Turn left onto Holden Beach Rd.
SW/NC-130 and travel approximately 0.61 miles. Turn right onto Cedar Landing Road SW. The property
will be located on the left side of the road, adjacent to the Holden Beach Bridge.
The existing tract is mostly undeveloped with elevations averaging approximately 14' above Normal High
Water (NHW ). The lot was recently cleared of many of the previously existing pines, hardwoods, and shrubs
that vegetated the tract. The existing grade and steep bluff on the tract are a result of former development, as
the site was the previous bed for an older bridge over to Holden Beach. The site maintains approximately
222' of shoreline along the AIWW which is currently suffering from erosion due to a failed timber bulkhead
that has been undercut, allowing coastal wetland vegetation, consisting primarily of Smooth Cordgrass
(Spartina alterniflora) to migrate landward of the existing deteriorated sheetpiles. The Coastal Wetlands
along the properties shoreline range from 10'-30' in width and appear to have suffered from erosion as well,
likely due to constant boat wakes in the adjacent AIWW. There are existing areas of riprap along the
applicant's shoreline that are contiguous with the adjacent properties to the east and west. The western
section of riprap measures approximately 30' in length within the bounds of the applicant's property and
averages a base width of approximately 8'. The eastern section of riprap measures approximately 80' in
length within the bounds of the applicant's property and averages a base width of approximately 10' (See
Sheet #C-103).
The Brunswick County Land Use Plan classifies the adjacent high ground area of project site as Commercial
(CLD). There are no known archaeological sites located in the project vicinity. The waters of the adjacent
AIWW are classified SA; HQW by the Division of Water Resources. They are NOT designated as a
Primary Nursery Area (PNA) by the N.C. Division of Marine Fisheries and they are OPEN to the harvest of
shellfish.
PROPOSED PROJECT:
The applicant is proposing to construct a new restaurant, commercial docking facility, and riprap revetment.
The total area of the proposed building for the restaurant would be approximately 2,800 sq. ft., of which
approximately 1,963 sq. ft. would be located within the 75' Coastal Shoreline AEC. The total area of the
proposed gravel parking lot and driveway measures approximately 13,333 sq. ft. of which approximately
1,997 sq. ft. would be located within the 75' Coastal Shoreline AEC. The total project would have an
impervious surface area measuring approximately 38.6% of the total parcel area. The applicant is proposing
approximately 3,960 sq. ft. of impervious area to cover approximately 28.4% of the lot area within the 75'
Coastal Shoreline AEC none of which would be located within the 30' Coastal Shoreline Buffer. See Sheet
G-002 for full breakdown of impervious area calculations. The application shows approximately 840 sq. ft.
of open decking for restaurant seating proposed to abut the waterward side of the proposed building, located
entirely with the 75' AEC. The construction of the proposed commercial restaurant, parking lot, driveway,
and stormwater infiltration basin would involve the grading of approximately 55,997 sq. ft. (1.29 acres) of
high ground. The applicant submitted a Sedimentation and Erosion Control Plan and Stormwater Site
Development Plan to the N.C. Division of Energy, Mineral, and Land Resources on November 3, 2107.

2 Chairs, LLC
Page 3
Waterward of the proposed open decking, the applicant is proposing approximately 420 sq. ft. of access
ramp located partially within the 30' Coastal Shoreline Buffer as well as a proposed shoreline perpendicular
walkway measuring approximately 6' in width by 30' in length which is proposed to continue through the
30' buffer to the proposed pier. (See Sheet C-102). The applicant is proposing to remove the existing
deteriorated timber bulkhead and construct a riprap revetment to stabilize the actively eroding portion of the
shoreline. The proposed riprap would be placed between the existing sections of riprap which are contiguous
with the adjacent shorelines to the east and west. The proposed new riprap revetment would measure
approximately 130' in length and range from approximately Y-6' in width. The waterward toe of the
proposed riprap would be located approximately 2' landward of the Coastal Wetland boundary flagged by
DCM on 09/27/2017 (See Sheet C-105). All proposed riprap would be located landward of the MHW mark.
The proposed construction methodology would involve excavation of the existing bank to create the desired
slope for placement of the proposed riprap (See Sheet C-105). The excavated material would then be used in
the grading process for the proposed upland development. The application states that the proposed material
to be used for the riprap revetment would be either Class B or Class 1 stone with an underlayment of
geotechnical fabric.
The applicant is proposing a shoreline perpendicular access pier measuring approximately 6' in width by 67'
in length. The waterward end of the proposed pier would connect to a ramp measuring approximately 6'. in
width by 12' in length, which would lead down to a shoreline parallel floating platform measuring
approximately 8' in width by 110' in length with a nub for the ramp landing measuring approximately 40 sq.
ft.. The proposed location of the floating platform would leave a separation measuring approximately 109.4'
from the adjacent docking facility to the east (Holden Beach Marina) and approximately 100' from the
docking facility to the west. A sign reading "NO BOATS BEYOND THIS POINT" is proposed to be
affixed to one of the landward pilings to deter boats from docking on the landward side of the proposed
floating dock. This configuration would accommodate vessels to dock on the waterward side of the
proposed floating dock, would allow docking space for 4 vessels in waters depths measuring approximately
-2'- to -3' at Mean Low Water (MLW) (See Sheet C-102). The proposed docking facility would extend
approximately 60' into a waterbody measuring approximately 320' in width, which would locate the facility
approximately 55' landward of the 1/a width distance (See Sheet C-105). The proposed docking facility
would not exceed the U.S. Army Corps of Engineers Federal Channel Setback and would be located
landward of the established pier head line between the adjacent docking facilities to the east and west. The
applicant is not proposing to encroach into either of the adjacent 15' Riparian Corridor Setbacks.
10. ANTICIPATED IMPACTS:
According to the application, the proposed grading associated with the proposed upland development would
disturb an area measuring approximately 55,997 sq. ft. The total impervious surface area proposed would
cover approximately 38.6% of the entire tract of which approximately 28.4% within the 75' AEC. The
applicant has proposed to divert runoff from the proposed restaurant and parking lot to a stormwater
infiltration basin located outside of the 75' Coastal Shoreline AEC (See Sheet C-101). The placement of the
proposed riprap would require the excavation of approximately 28 cubic yards of material to be used onsite
for the proposed grading for the upland development. The proposed access pier would shade approximately
120 sq. ft. of Coastal Wetlands and the docking facility in total would incorporate approximately 1010 sq. ft.
of Estuarine Waters and Public Trust Area. The facility would accommodate up to 4 vessels in waters that
are OPEN to the harvest of shellfish. Minor increases in turbidity should be expected during construction.
Submitted by: Sean C. Farrell Date: December 7, 2017 Office: Wilmington

Project Narrative
2 Chairz Restaurant, Holden Beach, NC
2 Chairs, LLC wishes to develop vacant land along the Atlantic Intracoastal Waterway for a
restaurant, intended to be accessible by boat, as well as mainland vehicular traffic. Riprap is
proposed along the shoreline slope on the landward side of coastal wetlands. The proposed
restaurant is 2,800 square -feet, and includes an 840 square -foot open deck on the south side of the
building. Wooden access ramps/stairs are proposed in the front and rear of the facility. A proposed
6 -foot wide pier would provide connectivity to an 880 square -foot floating dock, with four
proposed slips. The attached plans depict current details of the project, including the delineated
coastal wetland and mean high water line. Stormwater is intended to be treated on site with an
infiltration basin, and standard sedimentation and erosion control measures are to be implemented
during construction. The facility will be served by public water and sewer.
Rip -Rap Design Narrative
The existing slope facing the Atlantic Intracoastal Waterway is somewhat steep in places, and
partially bordered by a damaged bulkhead structure, which is to be removed. The addition of rip -
rap is proposed along the toe of this bank, above the high-water line and wetlands, to tie into
existing rip -rap on adjacent properties. The rip -rap width is proposed to be 3-6' in width, with
minimum thickness of 12-18", per plan detail. The toe and base of the rip -rip is to be embedded
into the slope, with geotechnical fabric underlaying the stone. Excavation is proposed to reduce
slope grades where needed to allow the rip -rap surface to fall between 1.5:1 (H:V) and 3:1 (H:V).
The ground above the rip -rap will be re -graded as necessary to give the land a slope of
approximately 2.5:1 up to the final surface, with permanent stabilization expected using
Bermudagrass Sod or an approved equivalent.
RECEIVED
DCM WILMINGTON, NO

1100 M!-1
APPLIGUION for
Major Development Permit
(last revised 12127/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1 Pnar�r .4Q�1►canff Eandakvr�er Information
Business Name
Project Name (if applicable)
2 Chairz Lic
2 Chairz Restaurant
9
Applicant 1: First Name
MI
Last Name
Applicant 2: First Name
MI
Last Name
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
PO Box
City
State
183 Moore Ln
Seagrove
NC
ZIP
Country
Phone No.
FAX No.
27341
US
910 - 644 - 0126 ext." _
Street Address (if different from above)
City
State
ZIP
Email
[e-mail]
2. Agent/ContractorInformation
Business Name
Mcgill Associates PA
Agent/ Contractor 1: First Name
MI
Last Name
Michael
A
Norton
Agent/ Contractor 2: First Name
MI
Last Name
Mailing Address
PO Box
City
State
712 Village Rd. SW, Ste 103
Shallotte
NC
ZIP
Phone No. 1
Phone No. 2
28470
910 - 755 - 5872
ext.
- ext.
FAX No.
Contractor #
910 755 5875
Street Address (if different from above)
City
State
ZIP
Email
[e-mail]
<Form continues on back>
RECEi1 ED
GCIJ WILMINGTON, NC
252.808.2308 i.g3P•4RC0AST a,v,v.ncco-3stalrnana9ament,r+e}

Form DCM MP -1 (Page 2 of 4)
APPLICATION for
Major Development Permit
4 Site Description
County (can be multiple)
Street Address
State Rd. #
Brunswick
1299 Cedar Landing Rd.
1299
Subdivision Name
City
State
Zip
e. Vegetation on tract
Supply
NC
28462 -
Phone No.
Lot No.(s) (if many, attach additional page with list)
- - ext.
I , I ,
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
Lumber
AIWW
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
AIWW
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.
Brunswick County
4 Site Description
a. Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft.)
. 221..84
46,943.8
c. Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high water) or
NWL (normal water level)
(If many lot sizes, please attach additional page with a list)
14' ❑NHW or ®NWL
e. Vegetation on tract
f. Man-made features and uses now on tract
Public Utility Services
g. Identify and describe the existing land uses adiacent to the proposed project site.
East - Retail /Water Use Recreational
West - Marina
h. How does local government zone the tract?
i. Is the proposed project consistent with the applicable zoning?
CLD
(Attach zoning compliance certificate, if applicable)
®Yes ❑No [INA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? ❑Yes ❑No
k. Hasa 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?
<Form continues on next page>
RECEIVED
DCM WILMINGTON, NC
252.803.2303 1.338•ARC0A3T lei',vvv.ncccas t 3!mana9>m9n`,n-at

Form DQM 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.
Public Sewer Available for Use
o. Describe existing drinking water supply source.
Public Water Available for Use
p. Describe existing storm water management or treatment systems.
None Current; Stormwater Management Plan Proposed
5 -Activities and Impacts
a. Will the project be for commercial, public, or private use? ®Commercial ❑Public/Government
❑Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
Full service restaurant, with acces from land or water. Docking facility is also. proposed for commercial vessel slips as part of
typical function.
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.
Bank stabilization and rip -rap installation will make use of upland excavating equipment. A small floating barge platform, with
pile hammer will be used to assist in bulkhead removal, as well as new construction. The barge will remain affixed to the
subject property dock when not in use.
d. List all development activities you propose.
Upland development of restaurant & parking, with public utility connections. Pier & Dock construction proposed for water
use/access.
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? 55,997 ®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.
No current or proposed direct discharge to water of the state.
L Will wastewater or stormwater be discharged into a wetland? ❑Yes ®No [INA
If yes, will this discharged water be of the same salinity as the receiving water? ❑Yes []No [INA
j. Is there any mitigation proposed? ❑Yes ®No [INA
If yes, attach a mitigation proposal.
<Form continues on back> RECEIVED
DCM WILPAINGTON, NC
252.303.230.3 1.333.4PC0A3ivrlr,nc�o33}31mar.ay=man .n=t'

Form DCM MP -1 (Page 4 of 4)
APPLICATION for
Major Development Permit
6. Addifiona► i T MatrotT F a
!rz additlor► fa fjrrs Cdtrrpla ��MpylcaUp form, (MP f) the follofRring Hems below aQpl�caf le, must b subtrfiiled rn mr�et for i ap �a_on
package fo be cQnpplefetefsjf are always app/rcable fo anX rimaJordevefopr►tenf applTc�flii<► fi consdltf�re applTca"iaor;r ~ =
ins%ucfiwrt boolc(e 0a stow to property prepare tf�e uired'item's' 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.
No -
Name Jerry A Hailey'Jr. Phone No -
Address PO Box 699. Gary NC 27511
Name Pisces Venture LLC Phone No.
Address 3238 Pompano St. SW, Supply NC 28462
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.
h. Signed consultant or agent authorization form, if applicable.
I. Wetland delineation, if necessary.
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner)
k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1-10), if necessary. If the project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act.
7. Certification and Permission to Enter on Land
I understand that any permit issued in response to this application will allow only the development described in the application.
The project will be subject to the conditions and restrictions contained in the permit.
I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to
enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up
monitoring of the project.
I further certify that the information provided in this application is truthful to the best of my knowledge.
Date October 18, 2017 Print Name Michael A. Norton
Signature
Please indicate application attachments pertaining to your proposed project.
®DCM MP -2 Excavation and Fill Information ❑DCM MP -5 Bridges and Culverts
®DCM MP -3 Upland Development
®DCM MP -4 Structures Information
RECEIVED
DCM WILMINGTON, NIC
232.303.230 1.833.4 R C 0 A S T v,v,..nccoastalmanagam9nt,n9t

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.
�. EXCAVATION ®This section not apptfcable
a. Amount of material to be excavated from below NHW or NWL in b. Type of material to be excavated.
cubic yards.
c. (i) Does the area to be excavated include coastal wetlands/marsh d. High -ground excavation in cubic yards.
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW []SAV ❑SB
❑WL ❑None
(ii) Describe the purpose of the excavation in these areas:
2. DISPOSAL OF EXCAVATED MATERIAL ' gThis section not applicable
a. Location of disposal area. b. Dimensions of disposal area.
G. (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
(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 ❑None
(ii) Describe the purpose of disposal in these areas:
(i) Does the disposal include any area in the water?
❑Yes ❑No [INA
(ii) If yes, how much water area is affected?
DCM RECEIVED
WILMINGTON, NIC
232.303.2803 ..'? •3'3 -1.CO .3 ^anogemsnt,,,
Access
Other
Channel
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
Breakwater
(excluding
shoreline
(NLW or
NWL)
stabilization
Length
Width
Avg. Existing
NA
NA
Depth
Final Project
NA
NA -
Depth
�. EXCAVATION ®This section not apptfcable
a. Amount of material to be excavated from below NHW or NWL in b. Type of material to be excavated.
cubic yards.
c. (i) Does the area to be excavated include coastal wetlands/marsh d. High -ground excavation in cubic yards.
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW []SAV ❑SB
❑WL ❑None
(ii) Describe the purpose of the excavation in these areas:
2. DISPOSAL OF EXCAVATED MATERIAL ' gThis section not applicable
a. Location of disposal area. b. Dimensions of disposal area.
G. (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
(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 ❑None
(ii) Describe the purpose of disposal in these areas:
(i) Does the disposal include any area in the water?
❑Yes ❑No [INA
(ii) If yes, how much water area is affected?
DCM RECEIVED
WILMINGTON, NIC
232.303.2803 ..'? •3'3 -1.CO .3 ^anogemsnt,,,

Form DCM MP -2 (Excavation and Fill, 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 ZRiprap ❑Breakwater/Sill []Other:
c. Average distance waterward of NHW or NWL: 4.30'
e. Type of stabilization material:
Class B or Class 1 stone over geotechnical fabric
g. Number of square feet of fill to be placed below water level.
Bulkhead backfill 0 Riprap 0
Breakwater/Sill 0 Other 0
i. Source of fill material.
b. Lengtn: 1 suy
Width: 3.0-6.0'
d. Maximum distance waterward of NHW or NWL: 13.2'
f. (i) Has there been shoreline erosion during preceding 12
months?
®Yes ❑No ❑NA
(ii) If yes, state amount of erosion and source of erosion amount
information.
Approx. 1' along 8' section in SM property corner.
h. Type of fill material.
N/A
4. OTHER FILL ACTIVITIES ® This section not applicable
(Excluding Shoreline Stabilization)
a. (i) Will fill material be brouaht to the site? ❑Yes []No ❑NA b. (i) Will fill material be placed in coastal wetlands/marsh (CW),
If yes,
(ii) Amount of material to be placed in the water
(iii) Dimensions of fill area
(iv) Purpose of fill
submerged aquatic vegetation (SAV), shell bottom (5B), 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:
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)?
Held / used in upland construction per State Sed/EC Plan; Backhoe / Excavator
Sediment Fencing below rip rap.
c. (i) Will navigational aids be required as a result of the project?
❑Yes ®No [INA
(ii) If yes, explain what type and how they will be implemented.
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.
October 18, 2017 2 Chairs LLC - Michael A. Norton, Agent
Date
2 Chairz Restaurant
Project Name
Applicant Name
Applicant Signature
RECEIVED
252 -3103 -2? -1,33 ;; 1-339-OA3 f nc o�t� m_an��_,r rnt
"'` rJCM v�tlk"dT6fqlg1C
-1
a

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.
GENERAL UPLAND DEVELOPMENT
a. Type and number of buildings, facilities, units or structures
b.
Number of lots or parcels.
proposed.
1
One (1) commercial restaurant.
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
55,997 SF (1.29 AC)
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
Gravel; Concrete; Structure Rooftop
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: November, 3 2017
g. Give the percentage of the tract within the coastal shoreline AEC to
h.
Projects that require a CAMA Major Development Permit may also
be covered by impervious and/or built -upon surfaces, such as
require a Stormwater Certification.
pavement, building, rooftops, or to be used for vehicular driveways
(i) Has a site development plan been submitted to the Division of
or parking.
Water Quality for review?
28.4% within 75'AEC
®Yes []No [INA
i. Give the percentage of the entire tract to be covered by impervious
(ii) If yes, list the date submitted: November 3, 2017
and/or built -upon surfaces, such as pavement, building, rooftops,
or to be used for vehicular driveways or parking.
38.6%
j. Describe proposed method of sewage disposal.
k.
Have the facilities described in Item (i) received state or local
Brunswick County Sewer Service
approval?
[]Yes ®No ❑NA
If yes, attach appropriate documentation.
I. Describe location and type of proposed discharges to waters of the
m.
Does the proposed project include an innovative stormwater
state (e.g., surface runoff, sanitary wastewater, industrial/
design?
commercial effluent, "wash down" and residential discharges).
[]Yes ®No [INA
N/A
If yes, attach appropriate documentation.
232 a 3.2;3Q32 :: 1.333-1RCC AST .; ,,,py,, .no:a> >:Ma � - �.�r 415@26 06
__ ____ _____ _.. —___ 9DCM WILMINGTON, NC

Form DCM MP -3 (Upland Development, Page 2 of 2)
m. Describe proposed drinking water supply source (e.g., well,
community, public system, etc.)
Brunswick County Public Water Service
o. When was the lot(s) platted and recorded?
Plat date 7/22/15, Recorded 11/1/16
October 18, 2017
Date
2 Chairz Restaurant
Project Name
2 Chairz LLC - Michael A. Norton, Agent
Applicant Name
Applicant Sig ture
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
RECEIVED
CCM WILMINGTON, NC
252-808-2303':- 1-838-4RCOA3T :: vr�,v.nccoastalmanagement.net ra�i9syd'1?'2Ti@�?;'

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 FACILITYIMARINA CHARACTERISTICS �`"° pThissecf orr not applicabfe
a. (i) Is the docking facility/marina: b. (i) Will the facility be open to the general public?
®Commercial ❑Public/Government ❑Private/Community ®Yes [:]No
c. (i) Dock(s) and/or pier(s) d. (i) Are Finger Piers included? ❑Yes ®No
(ii) Number 1 Dock, 1 Pier If yes:
(iii) Length 110' Dock, 67' Pier (ii) Number
(iv) Width 8' Dock, 6' Pier (iii) Length
(v) Floating ®Yes ❑No (iv) Width
(v) Floating ❑Yes ❑No
e. (i) Are Platforms included? ❑Yes ENO
If yes:
(ii) Number
(iii) Length
(iv) Width
(v) Floating ❑Yes ❑No
Note: Roofed areas are calculated from dripline dimensions.
g. (i) Number of slips proposed
4
(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: 25'
m. (i) Will the facility have tie pilings?
❑Yes ®No
(ii) If yes number of tie pilings?
f. (i) Are Boatlifts included? ❑Yes ®No
If yes:
(ii) Number
(iii) Length
(iv) Width
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: 4
❑ Dry storage; number of boats:
❑ Boat ramp(s); number of boat ramps:
❑ Other, please describe:
j. Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types).
Open Runabout
I. (i) Will the facility be open to the general public?
®Yes []No
DCM WCEIVED
ILMING ON, NC
i;
282.303.2303 ;, 1.333-4PC0A3r , 1i1P,vW nccoast.alm.ana emen',net revised: 12727'06

Form DCM MP -4 (Structures, Page 2 of 4)
2 DOEfCtNG FAC -A. YIMARINA OPERATIONS ®Thrs �ectio� nat a�plrc�b�te
a. Check each of the following sanitary facilities that will be included in the proposed project.
❑ Office Toilets
❑ Toilets for patrons; Number: ; Location:
❑ Showers
❑ Boatholding tank pumpout; Give type and location:
b. Describe treatment type and disposal location for all sanitary wastewater.
c. Describe the disposal of solid waste, fish offal and trash.
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 marinaldocking facility proposed within a primary or secondary nursery area?
❑Yes ❑No
RECEIVED
UCM W!LMiNG T ON \iC
252.803-2,303:: 1-883.48COAST:: revised: 1127, 06

Fo" DCM1 j+/IIP-4 (Structures, Page 3 of 4)
n. Is the marina/docking facility proposed within or adjacent to any shellfish harvesting area?
[]Yes [I 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 [-]SAV ❑SB
❑WL ❑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 (nctudirigcovered Efts) �Thrs secfrori notapptreab
a. (i) Is the boathouse structure(s):
❑Commercial ❑Public/Government ❑Private/Community
(ii) Number
(iii) Length
(iv) Width
Note: Roofed areas are calculated from dripline dimensions.
4.. GROIN (e.g., wood, sheetpile, eta If rock groin, use MW -2, Excavation and Fill.) ®This section,not applicable
a. (i) Number
(ii) Length
(iii) Width
5. BREAKWATER (e.g., wood, sheetpile, etc.) ® This section not applicable
a. Length b. Average distance from NHW, NWL, or wetlands
c. Maximum distance beyond NHW, NWL or wetlands
6. MOORING PILINGS and BUOYS ®This section not applicable
a. Is the structure(s):
❑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
7. GENERAL
b. Number
d. Description of buoy (color, inscription, size, anchor, etc.)
252.803.2808
RECEIVED
DCM WILMINGTON, NIC
k.
r=iised: 12,27 05

Form DCrvl MP -4 (Structures, Page 4 of 4)
a. Proximity of structure(s) to adjacent riparian property lines b. Proximity of structure(s) to adjacent docking facilities.
15' (East End), 87.4' (West End) 100'
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body
250'
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.
d. Water depth at waterward end of structure at NLW or NWL
2.3' at NLW
8. OTHER ®This section not applicable
a. Give complete description:
October 18, 2017
Date
2 Chairz Restaurant
Project Name
2 Chairs LLC - Michael A. Norton, Agent
Applicant Name
Applicant Si atur
RECEIVED
DCM WILMINGTON, NC
232.808-280$::1.883-4RCOAST r=v is ad: A2.2705

PROPOSED RAMP & DOCK ADDITIONS
FOR
2 CHAIRZ
BRUNSWICK COUNTY, NORTH CAROLINA
SURVEYOR
GARY GURGANUS LAND SURVEYING
3105 HOLDEN BEACH RD SW
SUPPLY NC 28462
[phone]
McGiff
A S S O C I A T E S
ENGINEERING• PLANNING -FINANCE
712VRIAGEROAD SW, SUM 103 MALLOTTE, NC 28470 PH. [phone] FUN LICENSE#C-0459
VICINITY MAP
OCTOBER, 2017
SCHEDULE OF DRAWINGS
G-001 .....COVER SHEET
G-002 .....GENERAL NOTES & SITE INFORMATION
C-101 .....PROPOSED DOCKIPIER SITE PLAN
C-102. ....PROPOSED RAMP & DOCK ADDITIONS AREA INSET
C-103 .....PIER /DOCK PLAN & PROFILE
C-104 .....WEST INDIAN MANATEE SAFETY GUIDELINES
C-105 .....RIP RAP DETAIL
DCM
a
NC

SITE INFORMATION
PROJECT NAME:
2 CHAIRZ
OWNER: 2 CHAIRS, LLC
183 MOORE LN.
SEAGROVE, NC 27431-8578
[phone]
VCCBRIAN®ATMC.NET
PROJECT PARCEL NUMBER
CURRENT ZONING:
CURRENT USES:
PROPOSED USES
PROJECT ADDRESS:
232NA009
CO—CLD
VACANT
RESTAURANT
1299 CEDAR LANDING RD.
HOLDEN BEACH, NC
GENERAL NOTES
1. SURVEY DATA BY GARY GURGANUS LAND SURVEYING, TITLED "SURVEY FOR 2 CHAIRS LLC"
DATED DECEMBER 9, 2016.
2. DOMESTIC WATER SERVICE PROVIDED BY BRUNSWICK COUNTY VIA A WATER LINE IN R/W OF
CEDAR LANDING ROAD.
3. SEWER SERVICE PROVIDED BY BRUNSWICK COUNTY BY OWNER—CONSTRUCTED ON—SITE PUMP
STATION AND FORCE MAIN CONNECTION TO AN EXISTING GRAVITY SEWER MANHOLE WITHIN
NCDOT R/W.
4. EROSION CONTROL METHODS, INCLUDING BUT NOT LIMITED TO SEDIMENT FENCE, STORM
STRUCTURE INLET PROTECTION, AND 7 DAY & 14 DAY GROUND STABILIZATION METHODS
SHALL BE USED DURING SITE MODIFICATIONS. EROSION CONTROL DURING CONSTRUCTION
WILL BE IN COMPLIANCE WITH THE STATE OF NORTH CAROLINA REGULATIONS.
5. STORMWATER TREATMENT SHALL BE IN COMPLIANCE WITH BRUNSWICK COUNTY REGULATIONS
AND THOSE OF THE STATE OF NORTH CAROLINA..
6. PROPOSED DUMPSTER SHALL BE USED FOR TRASH COLLECTION.
7. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING EXISTING UNDERGROUND UTILITIES PRIOR
TO BEGINNING WORTH WHETHER OR NOT SAID UTILITIES ARE SHOWN ON THE PLANS.
LOCATIONS SHOWN ON THE PLANS SHOULD BE CONSIDERED APPROXIMATE AND FIELD
VERIFICATION SHOULD BE PERFORMED. ANY DAMAGE TO EXISTING UTILITIES SHALL BE
CORRECTED TO THE SATISFACTION OF THE UTILITY OWNER BY THE CONTRACTOR AT
HIS/HER EXPENSE.
8. SHOULD THE CONTRACTOR DETERMINE THAT EXISTING CONDITIONS OR OTHER FACTORS
PRESENT OR MAY PRESENT A CONFLICT TO PERFORMING THE WORK SET OUT ON THE
PLANS AND/OR OTHER CONSTRUCTION DOCUMENTS, HE/SHE SHALL IMMEDIATELY CONTACT
THE ENGINEER FOR DIRECTION.
9. THE CONTRACTOR SHALL NOT PERFORM ANY WORK ON ANY PROPERTIES OUTSIDE THE
BOUNDARIES OF THIS PROJECT EXCEPT AS MAY BE ALLOWED BY PROPERTY OWNERS IN
WRITING.
10. POSTED SPEED LIMIT IS 25 MPH ON CEDAR LANDING RD.
11. ALL EXTERNAL LIGHTING SHALL BE INTERNALLY ORIENTED AND MEET ALL STANDARDS
OUTLINED IN SECTION 6.9 OF THE BRUNSWICK COUNTY UNIFIED DEVELOPMENT ORDINANCE
INCLUDING THE DARK SKY LIGHTING REQUIREMENT, FIXTURE HEIGHTS, LOCATION OF LIGHTING,
AND ILLUMINATION LEVELS.
12. HERITAGE TREES WERE LOCATED AS SHOWN ON PLANS BY GARY GURGANUS LAND
SURVEYING.
13. WEST INDIAN MANATEE SAFETY GUIDELINES SHALL BE OBSERVED DURING CONSTRUCTION.
(SEE DETAIL)
a a: SEAL
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PARCEL ACREAGE: 1.09 AC.
WETLANDS: 357 SF COASTAL WETLANDS
IMPERVIOUS AREAS WITHIN PARCEL BOUNDARIES:
BUILDING:
2,800 SF
GRAVEL PARKING / DRIVE:
13,333 SF
CONCRETE:
HANDICAP PARKING 18 x 27':
486 SF
Z
DUMPSTER PAD 12' x 12':
144 SF
DRIVE AT ENTRANCE:
230 SF
TOTAL:
860 SF
m
TOTAL IMPERVIOUS WITHIN PARCEL BOUNDARIES:
16,993 SF
e
0
IMPERVIOUS PERCENTAGE WITHIN PARCEL BOUNDARIES:
(35.8%)
PROJECT IMPERVIOUS AREAS WITHIN NCDOT R/W
CONCRETE DRIVE AT ENTRANCE:
1,336 SF
X
TOTAL PROJECT IMPERVIOUS AREA ..%
U
IMPERVIOUS PERCENTAGE:
38.6%
N
TOTAL PROJECT DISTURBED AREA:
55,997 SF (1.29 AC)
m
IMPERVIOUS AREAS WITHIN 75' AEC LINE:
a�
BUILDING:
1,963 SF
GRAVEL PARKING/DRIVE:
1,997 SF
9
TOTAL:
3,960 SF
g
LOT AREA WITHIN 75' AEC:
13,936 SF
30% OF 75' AEC AREA:
4,180.8 SF
IMPERVIOUS AREA WITHIN 75' AEC:
3,960 SF
%
% OF IMPERVIOUS AREA WITHIN 75' AEC:
28.4
x
3
MINIMUM SETBACKS:
FRONT YARD: 25'
SIDE YARD (TOTAL): 22'
SIDE YARD (ONE SIDE): 10'
REAR YARD: 6'
FLOOD ZONE DESIGNATION: "AE"
BUILDING HEIGHT: 28'
GENERAL NOTES
1. SURVEY DATA BY GARY GURGANUS LAND SURVEYING, TITLED "SURVEY FOR 2 CHAIRS LLC"
DATED DECEMBER 9, 2016.
2. DOMESTIC WATER SERVICE PROVIDED BY BRUNSWICK COUNTY VIA A WATER LINE IN R/W OF
CEDAR LANDING ROAD.
3. SEWER SERVICE PROVIDED BY BRUNSWICK COUNTY BY OWNER—CONSTRUCTED ON—SITE PUMP
STATION AND FORCE MAIN CONNECTION TO AN EXISTING GRAVITY SEWER MANHOLE WITHIN
NCDOT R/W.
4. EROSION CONTROL METHODS, INCLUDING BUT NOT LIMITED TO SEDIMENT FENCE, STORM
STRUCTURE INLET PROTECTION, AND 7 DAY & 14 DAY GROUND STABILIZATION METHODS
SHALL BE USED DURING SITE MODIFICATIONS. EROSION CONTROL DURING CONSTRUCTION
WILL BE IN COMPLIANCE WITH THE STATE OF NORTH CAROLINA REGULATIONS.
5. STORMWATER TREATMENT SHALL BE IN COMPLIANCE WITH BRUNSWICK COUNTY REGULATIONS
AND THOSE OF THE STATE OF NORTH CAROLINA..
6. PROPOSED DUMPSTER SHALL BE USED FOR TRASH COLLECTION.
7. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING EXISTING UNDERGROUND UTILITIES PRIOR
TO BEGINNING WORTH WHETHER OR NOT SAID UTILITIES ARE SHOWN ON THE PLANS.
LOCATIONS SHOWN ON THE PLANS SHOULD BE CONSIDERED APPROXIMATE AND FIELD
VERIFICATION SHOULD BE PERFORMED. ANY DAMAGE TO EXISTING UTILITIES SHALL BE
CORRECTED TO THE SATISFACTION OF THE UTILITY OWNER BY THE CONTRACTOR AT
HIS/HER EXPENSE.
8. SHOULD THE CONTRACTOR DETERMINE THAT EXISTING CONDITIONS OR OTHER FACTORS
PRESENT OR MAY PRESENT A CONFLICT TO PERFORMING THE WORK SET OUT ON THE
PLANS AND/OR OTHER CONSTRUCTION DOCUMENTS, HE/SHE SHALL IMMEDIATELY CONTACT
THE ENGINEER FOR DIRECTION.
9. THE CONTRACTOR SHALL NOT PERFORM ANY WORK ON ANY PROPERTIES OUTSIDE THE
BOUNDARIES OF THIS PROJECT EXCEPT AS MAY BE ALLOWED BY PROPERTY OWNERS IN
WRITING.
10. POSTED SPEED LIMIT IS 25 MPH ON CEDAR LANDING RD.
11. ALL EXTERNAL LIGHTING SHALL BE INTERNALLY ORIENTED AND MEET ALL STANDARDS
OUTLINED IN SECTION 6.9 OF THE BRUNSWICK COUNTY UNIFIED DEVELOPMENT ORDINANCE
INCLUDING THE DARK SKY LIGHTING REQUIREMENT, FIXTURE HEIGHTS, LOCATION OF LIGHTING,
AND ILLUMINATION LEVELS.
12. HERITAGE TREES WERE LOCATED AS SHOWN ON PLANS BY GARY GURGANUS LAND
SURVEYING.
13. WEST INDIAN MANATEE SAFETY GUIDELINES SHALL BE OBSERVED DURING CONSTRUCTION.
(SEE DETAIL)
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SHRUBS PER SECTION 6.4 OF
BRUNSWICK COUNTY UDO. SEE
LANDSCAPE PLAN.)
HANDICAPPED ACCESS SIGN
(TYP. — SEE DETAIL)
75' AEC LINE FROM MEAN HIGH WATER
ELEVATED HVAC UNIT
(SCREENED WITH LATTICE TYPE
SCREENING IN ACCORDANCE
WITH BRUNSWICK COUNTY UDO)
50' STORMWATER BUFFER FROM
30' CAMA BUFFER FROM MEAN HII
— APPROXIMATE WATERWARD EDGE
RIPARIAN CORRIDOR LINE
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DOCK (880 SF)_ 025856
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100.0
WATER BODY WIDTH APPROXIMATELY 355'
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ADDED EDGE OF RSH, WATER BODY WIDTH
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GUIDELINES FOR AVOIDING IMPACTS TO THE WEST INDIAN MANATEE
1. The project manager and/or contractor will inform all personnel associated with the
project that manatees may be present in the project area, and the need to avoid any harm
to these endangered mammals. The project manager will ensure that all construction
personnel know the general appearance of the species and their habit of moving about
completely or partially submerged in shallow water. All construction personnel will be
informed that they are responsible for observing water—related activities for the presence
of manatees.
2. The project manager and/or the contractor will advise all construction personnel that
there are civil and criminal penalties for harming, harassing, or killing manatees which are
protected under the Marine Mammal Protection Act and the Endangered Species Act.
3. If a manatee is seen within 100 yards of the active construction and/or dredging
operation or vessel movement, all appropriate precautions will be implemented to ensure
protection of the manatee. These precautions will include the immediate shutdown of
moving equipment if a manatee comes within 50 feet of the operational area of the
equipment. Activities will not resume until the manatee has departed the project area on
its own volition (i.e., it may not be herded or harassed from the area).
4. Any collision with and/or injury to a manatee will be reported immediately. The report
must be made to the U.S. Fish and Wildlife Service (ph. 919.856.4520 ext. 16), the
National Marine Fisheries Service (ph. 252.728.8762), and the North Carolina Wildlife
Resources Commission (ph. 252.448.1546)-
5. A sign will be posted in all vessels associated with the project where it is clearly visible
to the vessel operator. The sign should state:
CAUTION: The endangered manatee may occur in these waters during the warmer
months, primarily from June through October. Idle speed is required if operating
this vessel in shallow water during these months. All equipment must be shut down
if a manatee comes within 50 feet of the vessel or operating equipment. A collision
with and/or injury to the manatee must be reported immediately to the U.S. Fish and
Wildlife Service (919-856-4520 ext. 16), the National Marine Fisheries Service
(252.728.8762), and the North Carolina Wildlife Resources Commission
(252.448.1546).
6. The contractor will maintain a log detailing sightings, collisions, and/or injuries to
manatees during project activities. Upon completion of the action, the project manager will
prepare a report which summarizes all information on manatees encountered and submit
the report to the Service's Raleigh Field Office.
Figure 1. The whole body of the West Indian manatee may be visible in clear water; but
in the dark and muddy waters of coastal North Carolina, one normally sees only a small
..4 .... i+� -o= +n Kron+ha
90
Illustration used with the permission of the North Carolina State Museum of Natural Sciences.
Source: Clark, M. K. 1987. Endangered, Threatened, and Rare Fauna of North Carolina: Part I.
A re—evaluation of the mammals. Occasional Papers of the North Carolina Biological Survey 1987-
3. North Carolina State Museum of Natural Sciences. Raleigh, NC. pp. 52.
United States Department of the Interior
M -*'\WEST INDIAN MANATEE SAFETY GUIDELINES
91
NOT TO SCALE
FISH AND WILDLIFE SERVICE
Raleigh Field Office
Post Office Box 33726
Raleigh, North Carolina 27636-3726
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