20181473 Ver 1_CAMA Application_20181026

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
BRAXTON DAVIS
Director,
Division of Coastal Management
October 22, 2018
TO: Karen Higgins
401 & Buffer Permitting Unit
DWR/Water Quality Permitting
2 0 1 8 1 4 7 3
5 FQ
�R
I OCT 2 6 2019 D
FROM: Courtney Spears, Assistant Major Permits Coordinator
NC DEQ - Division of Coastal Management
127 Cardinal Drive Ext., Wilm., NC 28405 courtney.spears (a)_ncdenr.gov
Fax: [phone] (Courier 04-16-33)
SUBJECT: CAMA/Dredge & Fill Application Review
Applicant: County of Brunswick (Waterway Park)
Project Location: 3155 Holden Beach Rd. SW, adjacent to the AIWW, in Supply, BR Co.
Proposed Project: construction of anew public park with upland development and a
kayaWcanoe launch facility
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Courtney Spears at the address above by November 15, 2018. If you
have any questions regarding the proposed project, contact Tyler McGuire at [phone]
when appropriate, in-depth comments with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
SIGNED
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
State of North Carolina I Environmental Quality I Coastal Management
127 Cardinal Drive Ext., Wilmington, NC 28405
919 796 7215

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Brunswick County c/o Aaron Perkins — Brunswick Waterway Park
2. LOCATION OF PROJECT SITE: 3155 Holden Beach Road SW, Supply, Brunswick County
Photo Index- 2006: M-6586; C-K,15/1-P,16/J-P,17 Latitude: 33.917140N, Longitude: 78.27508°W
3. INVESTIGATION TYPE: CAMA/D&F/USACE
4. INVESTIGATIVE PROCEDURE: Date of Site Visit: October 5TH, 2018
Was Applicant Present: YES
5. PROCESSING PROCEDURE: Application Received: August 21ST, 2018
Application Completed: August 30TH, 20,18
Office: Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan: Brunswick County
Land Classification From LUP: Vacant (High Ground), Conservation (Open Water)
(B) AEC(s) Involved: CW, EW, PTA, ES, PTS
Water Dependent: Yes
(C) Intended Use: Public
(D) Wastewater Treatment: Existing — None
Planned — Septic System
(E) Type of Structures: Existing — None
Planned — Public Park with Amenities, Gravel Road with Parking,
Culverts, Asphalt Bike Path, Nature Trail,
Kayak/Canoe Dock
(F) Estimated Annual Rate of Erosion: N/A
Source: N/A
7. HABITAT DESCRIPTION: DREDGED EILLED QTHER
(A) Total Area Disturbed: 731,870.62 ft2 (16.8 acres)
(B) Primary Nursery Area: No
(C) Water Classification: SA; HQW
(D) Shellfish Harvesting Open: No
8. PROJECT SUMMARY: The applicant is proposing a new public park with several upland amenities and
a kayak/canoe docking facility.
N/A
N/A
16.512 acres2,975
F(A)plands
egetated Wetlands:77
N/A
ft2
(§404 Wetlands)
8,090 ft2
(C) Open Water
N/A
N/A
1,542.9 ft2
(A) Total Area Disturbed: 731,870.62 ft2 (16.8 acres)
(B) Primary Nursery Area: No
(C) Water Classification: SA; HQW
(D) Shellfish Harvesting Open: No
8. PROJECT SUMMARY: The applicant is proposing a new public park with several upland amenities and
a kayak/canoe docking facility.

Brunswick Waterway Park
Page 2
9. PROJECT DESCRIPTION
The project site is located at 3155 Holden Beach Road SW, adjacent to the Atlantic Intracoastal
Waterway (AIWW), near the town of Supply (mainland side of Holden Beach), in Brunswick County. To
locate the project site from the Wilmington Regional Office (WiRO), travel southwest from Wilmington to
Supply on US 74 W (Martin Luther King Jr Pkwy) & US 17 S for approximately 33 miles until you reach
Supply. Turn left onto Stone Chimney Road and follow the road through the intersection of NC 211.
Continue down Stone Chimney Road for about 6 miles as it then becomes Old Ferry Connection SW.
Then proceed straight for a mile until you reach Sabbath Home Road SW, and tum right. Go down
Sabbath Home Road SW until you reach the intersection to Holden Beach, at Ocean View Avenue SW
and NC 130 W/Holden Beach Road SW. Continue straight through the intersection onto NC 130
W/Holden Beach Road SW for only 0.1 miles, or approximately 675, and the destination will be a
vacant lot with a concrete driveway on your left, 3155 Holden Beach Road SW. Be advised, Brunswick
county will need to be contacted for access.
The project site is bounded by residential properties immediately to the northwest and northeast, and
by the AIWW to the south. The parcel is approximately 34 acres, forming the shape of a rectangle,
roughly. On the property, there is approximately 4,854' of shoreline which is stabilized with vegetation.
Elevation at the site averages approximately 4' above mean high water (MHW). There is no
development existing on the property.
The high ground portion of the property has a canopy consisting of various species of hardwoods (mix
of Live Oak (Quercus virginiana) and Laurel Oak (Quercus laurifolia) trees). The understory vegetation
includes Greenbriar (Smilax auriculata) and Wax Myrtle (Myrica cerifera), and other native grasses.
Transitional species are found along the ecotone between high ground and high elevation salt marsh
including Seaside Golden Rod (Solidago sempervirens L.), Sea Oxeye (Borrichia frutescens), and
Grounsel-bush (Baccharus halimifolia). The high elevation salt marsh on the property includes Black
Needle Rush (Juncus roemarianus), Salt Meadow Grass (Spartina patens), Spike Grass (Distichlis
spicata), Sea Lavender (Limonium carolinianum), Salt Wort (Salicomia sp.), and Cattails (Typha sp.).
This mix continues until a lower elevation is reached, where a monoculture of Smooth Cordgrass
(Spartina altemiflora) begins. Other biological indicators include Periwinkle Snails (Littorina littorea)
and Fiddler Crabs (Uca sp.).
The Brunswick County Land Use Plan classifies the area in the vicinity of the project area as vacant.
The waters in the project area are classified as SA/HQW by the N.C. 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 closed to the harvest of shellfish.
PROPOSED PROJECT
The applicant is proposing a new public park with several upland amenities and a kayak/canoe docking
facility. The county owned public park would be located in the Town of Supply, (mainland side of
Holden Beach), Brunswick County, called the Brunswick Waterway Park. There would be two
entrances into the park; a 20' wide gravel road beginning at the north side of the park at NC130
W/Holden Beach Road SW (see Sheet C-102), and a 10' wide asphalt bike path beginning at 5"'
Avenue SW at the east side of the park (see Sheet C-103). The 20' wide gravel road would extend
from the entrance of the park approximately 4,480' to the AIWW. The gravel road would connect two
main gravel parking areas in the center of the park and offer access to proposed picnic shelters,
restroom facilities, a playground area, a horseshoe pit, a nitrification field and repair area. The
applicant proposes four new culverts at §404 wetland crossings along the gravel road. The proposed
gravel road would terminate in a round -about gravel parking area by the AIWW and the proposed
docking facility (see Sheet C-104).

Brunswick Waterway Park
Page 3
The applicant proposes a 10' wide asphalt bike path that would begin near the entrance of the gravel
road and would follow adjacent to the gravel road approximately 2,400' to the picnic and playground
areas. A second proposed 10' wide asphalt bike path entrance measuring approximately 160' would
connect 5"' Avenue SW to the central parking area.
The applicant proposes an 8' wide gravel nature trail beginning near the entrance of the gravel road
opposite the entrance for the 10' wide asphalt bike path. As proposed, the nature trail would measure
approximately 4,700' and would terminate near the AIWW at the proposed docking facility. There are
several §404 and coastal wetland crossings proposed along the nature trail. Three elevated wooden
crossings measuring approximately 98', 94', and 40' would cross over §404 wetlands (see Sheet C-102
and C-103). Two elevated wooden crossings measuring approximately 125' and 725' would cross
§404 and coastal wetlands. Along the 725' wooden nature trail over coastal wetlands would be two 3'
wide by 8' long viewing areas, a 5' wide by 12' long bench rest area, and an 8' wide by 10' long wood
bench swing platform (see Sheet C-104). The nature trail would terminate at the pier of the proposed
docking facility.
The applicant proposes a kayak/canoe docking facility accessible from the gravel road round -about and
from the nature trail. An asphalt road beginning in the center of the gravel round -about would
accommodate handicap patrons to the fixed elevated pier. The proposed pier would begin on high -
ground extending perpendicular from the shoreline over coastal wetlands and open water. The pier
would measure 6' wide and approximately 263' long terminating at a 16.5' by 16.5''T -Head' covered
gazebo. A 10' 6" wide by 6' long finger pier would extend from the east side of the pier, 30' landward
from the gazebo, and would allow access via a 5' wide by 42' long aluminum handicap ramp to a 6'
wide by 6' long floating landing platform, an 8' wide by 48' long floating dock, and a 12' 4° wide by 5'
long kayak launch area located adjacent to the landing platform on the landward side of the
aforementioned floating dock. Existing water depths adjacent to the proposed floating dock range from
-0.99 @ Mean Low Water (MLW) at the landward edge to -1.71'@ MLW to the waterward edge of the
floating dock. As proposed, the docking facility would accommodate up to four day -slips for temporary
dockage (see Sheet C-104 through C-107).
10. ANTICIPATED IMPACTS
As proposed, Brunswick Waterway Park would have upland disturbances associated with the 20' wide
gravel road, the 10' wide asphalt bike path, the 8' wide nature trail, the three gravel parking areas, the
picnic shelters, the playground area, restroom facilities, horseshoe pit, nitrification field, and repair area
totaling approximately 16.512 acres. Of these upland disturbances, approximately 5,820 square feet
would be located within the 75' Estuarine Shoreline Area of Environmental Concern (AEC).
The placement of the proposed culverts would result in the excavation and filling of 2,975 square feet of
§404 wetlands. The proposed wooden walkway crossings would result in approximately 1,304 square
feet of §404 wetland shading impacts.
The proposed wooden nature trail walkway and platforms would result in approximately 6,108 square
feet of coastal wetland shading impacts. Of these coastal wetland shading impacts, approximately
5,708 square feet would be within the 75' Estuarine Shoreline AEC and 3,104 square feet within the 30'
Coastal Shoreline Buffer.
As proposed, the docking facility would result in approximately 1,188 square feet of impacts within the
75' Estuarine Shoreline AEC. Upland disturbances associated with the access pier total approximately
180 square feet. Approximately 24 square feet of §404 wetland shading impacts would be within the
75' Estuarine Shoreline AEC. Coastal wetland shading impacts total approximately 984 square feet
within the 75' Estuarine Shoreline AEC, and approximately 645 square feet within the 30' Coastal
Shoreline Buffer.

Brunswick Waterway Park
Page 4
As proposed, this docking facility would result in the incorporation of approximately 1,237 ft2 of Public
Trust Area and Estuarine Waters AEC. Shading impacts from fixed structures within the AEC would
result in approximately 420 square feet associated with the access pier, 272 square feet associated
with the covered gazebo, and 63 square feet associated with the finger pier. Shading impacts from
floating structures would result in approximately 36 square feet associated with the landing platform,
approximately 384 square feet associated with the floating dock, and approximately 62 square feet
associated with the kayak launch.
As proposed, the docking facility would extend approximately 93' waterward in an area where the water
body is approximately 400' wide measuring from the edge of the marsh and would conform to the %
width limitation. All fixed structures including the pilings for the floating dock would be landward of the
US Army Corps (USACE) Navigation Channel Setback. The proposed floating dock would encroach
approximately 6' into the Federal AIWW Navigation Channel Setback. As proposed, the facility would
not encroach into the adjacent 15' riparian corridor setback from properties on both the eastern and
western borders. The proposed pier would be approximately 208' away from the S & A Hughes Family
Limited Partnership property line to the east, and 237' away from the Price's property line to the west.
The applicant states that the facility would accommodate a kayak/canoe floating docking facility with
four (4) day -slips and a kayak launch area.
The proposed project would increase kayak & canoe traffic in an area with heavy boat traffic, due to the
NC WRC boat ramp located to the east by the Holden Beach bridge and the adjacent AIWW. The
proposed docking facility would incorporate an area of estuarine waters and coastal wetlands. While
this area is not listed as Primary Nursery Area, it has value to juvenile finfish, shrimp, and crab
populations. The marsh ecosystem provides habitat for juvenile shrimp, mullet, menhaden, herring,
and crabs, and serves as a baitfish supply for many fishermen operating in the area. The site is
popular for cast netting and recreational fishing. The proposed constructed features may incorporate
the area in a way that makes it more accessible for the public. With shallow water depths (ranging from
-0.99 @ MLW to -1,71' @ MLW) reported by the applicant in the area that would be utilized for the
kayak/canoe docking facility, this limited depth creates potential for affecting the benthic ecological
community and fishery. There appear to be no SAV present in the project area. Minor increases in
turbidity should be expected during project construction.
Submitted by: Tyler McGuire Date: October 161", 2018 Office: Wilmington

Project Narrative
Brunswick Waterway Park, Holden Beach, NC
The County of Brunswick wishes to develop land along the Atlantic Intracoastal Waterway for a
public park, intended to be accessible by non -motorized kayaks/canoes, as well as mainland
vehicular traffic. The proposed park amenities include a 20 -foot gravel drive with associated
parking and sidewalk, 10 -foot asphalt bike path, 8 -foot gravel nature trail, 1,750 square -foot picnic
shelter and restroom facilities, and 8 -foot wooden walkways constructed over on-site wetland areas
intended for public nature viewing and education. A proposed 6 -foot wide pier would provide
connectivity to a gazebo and 384 square -foot floating dock, with four proposed slips. The attached
plans depict current details of the project, including the delineated coastal/404 wetlands and mean
high water lines. Stormwater is intended to be treated on site as a low density design with a network
of grassed swales. Standard sedimentation and erosion control measures are to be implemented
during construction. The facility will be served by public water and a private on-site septic system.
K-CEDVED
DCMi VVILMING i G v, NU

160
APPLICU1011 for
NaNr Development Permit
(last revised 12/27/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information ,
Business Name
Project Name (if applicable)
Business Name
County Of Brunswick
Brunswick Waterway Park
Applicant 1: First Name
MI
Last Name
Aaron
Perkins
MI
Applicant 2: First Name
MI
Last Name
Michael
If additional applicants, please attach an additional page(s) with names listed.
Norton
Mailing Address
PO Box
City
MI
State
249
Bolivia
NC
ZIP
Country
Phone No.
712 Village Road Suite 103
FAX No.
28422
USA
910 - 253 - 6670 ext.
910 - 253 - 2684
Street Address (if different from above)
City
State
ZIP
20 Referendum Drive Building G
Bolivia
NC
28422 -
Email
- -
ext.
[e-mail]
Contractor #
2. Agent/Contractor Information
Business Name
Mcgill Associates P.A.
Agent/ Contractor 1: First Name
MI
Last Name
Michael
Norton
Agent/ Contractor 2: First Name
MI
Last Name
Mailing Address
PO Box
City
State
712 Village Road Suite 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
RECEIVED
[e-mail]
RECEN
"✓? 'WILMINGTON ri
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Form DCM MP -1 (Page 2 of 4)
APPLICATION for
Major Development Permit
3 Project Locaiion
County (can be multiple)
Street Address
State Rd. #
Brunswick
3155 Holden Beach Road SW
130
Subdivision Name
City
State
Zip
e. Vegetation on tract
Supply
NC
28462 -
Phone No.
Lot No.(s) (if many, attach additional page with list)
910 - 253 - 6670 ext.
I 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.)
4,854 LF
1,481,040 SF
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)
—4' above MHW ❑NHW or ❑NWL
e. Vegetation on tract
Trees
f. Man-made features and uses now on tract
Roadway
g. Identify and describe the existing land uses adiacent to the proposed project site.
Residential
h. How does local government zone the tract?
I. Is the proposed project consistent with the applicable zoning?
MR -3200
(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 [INA
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>
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252.808.2308 .. 1.888.4RCOAST vw >.nccoastaIman agamen t.n-3t

,Form DCM MP -1 (Page 3 of 4)
m. (1) Are there wetlands on the site?
(ii) Are there coastal wetlands on the site?
(iii) If yes to either (i) or (ii) above, has a delineation been conducted?
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
N/A vacant
o. Describe existing drinking water supply source.
Brunswick County public water system
p. Describe existing storm water management or treatment systems.
N/A
a. Will the project be for commercial, public, or private use?
b. Give a brief description of purpose, use, and daily operations of the project when complete.
County owned public park
APPLICATION for
Major Development Permit
®Yes []NO
®Yes ❑No
®Yes []No
[Private/Community
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.
Piles will be driven with vibratory hammer via backhoe w/ matting in wetlands, and with a backhoe on barge for water areas.
Backhoe and other equipment will be stored on site.
d. List all development activities you propose.
boardwalk, pier, canoe and kayak launching
e. Are the proposed activities maintenance of an existing project, new work, or both? new
f. What is the approbmate total disturbed land area resulting from the proposed project? 16.512 [Sq.Ft or ®Acres
g. Will the proposed project encroach on any public easement, public accessway or other area ❑Yes ®No [INA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
Site currently sheet -flows water into existing 404 and coastal wetland areas. After Development of site is complete, water
will be sheet -flowed and gently swaled into existing404 and coastal wetlands over grass and rip -rap.
I. Will wastewater or stormwater be discharged into a wetland?
If yes, will this discharged water be of the same salinity as the receiving water? ®Yes [--]No ❑NA
j. is there any mitigation proposed? pYes ®No [INARECEIVED
If yes attach a mitigation proposal.
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Form DCM MP -1 (Page 4 of 4)
APPLICATION for
Major Development Permit
6 Add tionai fnformatiori
fr► addlffor►, fo ti►compfQfedapphcatton foirti, (MP t)'fhe follorvfng dams below, if applicable, must 6e subr►iffed hz grderforttie apphcafion
kagon
fb 6e compfefel Items (aJ y,(t)` are always apphcable:fo artyma�ocdeicelopinenf applicaffoi► Please coRsr]If;ffre apptfcatfonn '
i►►sfructfo booklet ori fio► [o `properly prepare fhe rr3grifred Ifems fiekaw
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 S &A HughesFamily limited Partnership Phone No.
Address 311. Vanderbilt Rd., Asheville, NC 28803 -
Name Alfred & Pamela Price Phone No.
3324 West Chester Dr., Sanford, NC 27330
Address
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.
N/A
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 q' .2 3-19 Print Name ' mel
Signature
Please indicate application attachments pertaining to your proposed project.
pDCM MP -2 Excavation and Fill Information ®DCM MP -5 Bridges and Culverts
®DCM MP -3 Upland Development RECEIVED
®DCM MP -4 Structures Information
AUG 3 0 2018
:)CIM VVjLMIINGTO- , I`t
282.808.2308 ., i-383.41RCOAST .. ei,,vvv.nccoa3taimanagement.net

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
taEl1[i€ i� i��.a{ ra
-EW 01 r
s
a. Type and number of buildings, facilities, units or structures b. Number of lots or parcels.
proposed. n/a
1 (one) Picnic shelter & restroom building
1 (one) 8' wooden walkway 125' LF
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 16.512 Acres.
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 asphalt, gravel, & concrete
activity begins.
(i) if applicable, has a sedimentation and erosion control plan been
submitted to the Division of Land Resources?
®Yes ❑No [INA
(ii) If yes, list the date submitted: July 24, 2018 Sub. to Rhonda
Hall
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.
2.31%
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.
9.22%
j. Describe proposed method of sewage disposal.
on-site septic
I. Describe location and type of proposed discharges to waters of the
state (e.g., surface runoff, sanitary wastewater, industrial/
commercial effluent, "wash down' and residential discharges).
Surface runoff from gravel &.asphalt, roadways, sidewalks,
and parking lots will be sheet -flowed and/or swaled into
wetland areas through grass and rip -rap.
h. Projects that require a CAMA Major Development Permit may also
require a Stonnwater Certification.
(i) Has a site development plan been submitted to the Division of
Water Quality for review?
®Yes []No [INA
(ii) If yes, list the date submitted: July 24, 2018 sub. to
Georgette Scott
k. Have the facilities described in Item (i) received state or local
approval?
[]Yes ®No ❑NA
If yes, attach appropriate documentation.
m. Does the proposed project include an innovative stonnwater
design?
❑Yes []No ®NA
If yes, attach appropriate documentation.
RECEIVED
RECEIVED DCM WILMINGTON, NC
AUG 3 0 2018
252.808-280a2:: 1.833-4RCOAST;: erwiv nccoastalmanaaemant.net revised: 12,26106

Form DCN! 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
o. When was the lot(s) platted and recorded?
Tract 1: February 3, 1973
Tracts 2 & 3: July 9, 2004
n. (i) Will water be impounded? []Yes ®No [INA
(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
AUG 'D' R1 2018
DCM Y' IILMINGTONNI, NC
232.808-2808 :: 1 •8883- 41RCOAST :: ,rr+ v nccoastaimanaaa nent.net ravisad: 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.
1 D-- M FACILITY/ -AR/N CHAIiACTERIS IES QFf►is section not applicable
a. (i) Is the docking facility/marina: b. (1) Will the facility be open to the general public?
❑Commercial ®Public/Govemment ❑Private/Communky ®Yes []No
c. (i) Dock(s) and/or pier(s)
(ii) Number
1 Dock. 1 Pier
(iii) Length
48' Dock, 263' Pier
(iv) Width
8' Dock. 6' Pier
(v) Floating
®Yes []No
e. (I) Are Platforms included? ®Yes []No
If yes:
(ii) Number 2
(iii) Length 16.5' Covered 10.5' Uncovered
(iv) Width 16 5' Covered. 6' Uncovered
(v) Floating []Yes ®No
Note. Roofed areas are calculated from dripline dimensions.
g. (I) Number of slips proposed
4
(ii) Number of slips epsting
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: 15' canoe
m. (i) Will the facility have be pilings?
[]Yes ®No
(ii) If yes number of be pilings?
d. (i) Are Finger Piers included? ❑Yes ®No
If yes:
(ii) Number
(iii) Length
(iv) Width
(v) Floating []Yes []No
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:
❑ Dry storage; number of boats:
❑ Boat ramp(s); number of boat ramps:
® Other, please describe:
Canoe/Kayak launch area (12'-4" x 5') and docking
j. Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mb(ed types).
canoes and kayaks
(i) Will the facility be open to the general public?
®Yes ❑No
RECEIVED
RECEIVED DCM WILMINGTON, NC
AUG 30 2018
DCM WILMINGTON. NO
252.808-2808 - 1.888-4RCOAST ., www nccoastalmana-gament.net revised: 12;271:06

1
Form DCj41 MP -4 (Structures, Page 2 of 4)
2. DOCKING FACILITYAWARINA OPERATIONS E! This sectron 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.
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?
RECEIVED
m. Is the marinaldocking facility proposed within a primary or secondary nursery area? AUG 3 0 2018
❑Yes ❑No
7.0$
232.803-2303 :: 1•$33-4RCOA3T :: wrrry n^coastal r�anagamant.nat
r�vi�ad: 12:2

Form DCM MP -4 (structures, Page 3 of 4)
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 ❑SAV ❑SB
OWL ❑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 ❑Public/Govemment ❑Private/Community
(ii) Number
(iii) Length
(iv) Width
Note: Roofed areas are calculated from dripline dimensions.
4. GROIN (e.g., wood, sheetpile, etc. If a rock groin, use MP -2, Excavation and Fill.)
a. (i) Number
(ii) Length
(iii) Width
5. BREAKWATER (e.g., wood, sheetpile, etc.)
a. Length
c. Maximum distance beyond NHW, NWL or wetlands
6. MOORING PILINGS and BUOYS
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
T. GENERAL
®This section not applicable
®This section not applicable
®This section not applicable
b. Average distance from NHW, NWL, or wetlands
®This section not applicable
b. Number
d. Description of buoy (color, inscription, size, anchor, etc.)
RECEIVED
AUG 3 0 2018
DCM WILMINGTON, NC
RECEIVED
DCM WILMINGTON, NC
raviaad: 12127;06
282.808-2808 :: 1 •Z83-4RCOAST :: ai'ar r� nccoastaJmanac�ement.ret

Form DCM MP -4 (Structures, Page 4 of 4)
a. Proximity of structure(s) to adjacent riparian property lines
208' (East), 237' (West)
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body
Approx. 400'
e. (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.
b. Proximity of structure(s) to adjacent docking facilities.
323' (East), 4,130' (Vilest)
d. Water depth at waterward end of structure at NLW or NWL
-1.71' relative to mean low water.
8 ElH€!Z QTh�s seeiian not applrcab►e
a. Give complete description:
A proposed 6 -foot wide, 263' long pier will provide connectivity to a 16.5'x 16.5' covered gazebo and 48'x 8' floating dock, with
four proposed kayak slips and a kayak launch area. The floating dock encroaches into the navigation channel setback
approximately 6.5', which was intended to allow reasonble access by kayaks to the launch platform on low tide. The 5' x 42'
ramp is longer than usual to accomodate this for public accessiblity at lower tide conditions as well.
8/23/18
©ate
BrunswickyVaterway Park
Prole�t�yN,�atrre
County of Bninsvrick
Applicant Name
RECEIVED
AUG `3 O 2018
CCM WILD, INGTON. NIC
252-808-2808:: 1.888-4RCOAST :: w-Nw nccoastalmanaaament.not revisal: '12.27 os

BRINES ana 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.
QTt►rs seCWrE norappnL;tw
t BFt104
a. Is the proposed bridge: b. Water body to be crossed by bridge:
❑Commercial ®PublictGovemment ❑povatelCommunity 404 Wetlands
c. Type of bridge (construction material):
Wood
e. (,)Will proposed bridge replace an existing bridge? ❑Yes ®No
If yes,
(Ii) Length of existing bridge:
(iii) Width of existing bridge:
(iv) Navigation clearance underneath existing bridge:
(v) Will all, or a part of, the existing bridge be removed?
(Explain)
g. Length of proposed bridge: 98' 94' 40' 125', 725-
d. Water depth ai fl a proposed crossing at NLW or NWL:
N/a: NWL only crosses access pier to waterway gazebo.
f. (i) Will proposed bridge replace an existing culvert? Dyes ®No
If yes,
(ii) Length of existing culvert:
(iii) Width of existing culvert:
(iv) Height of the top of the existing culvert above the NHW or
NWL:
(v) Will all, or a part of, the existing culvert be removed?
(Explain)
h. Width of proposed bridge: 8'
I. Will the proposed bridge affect existing water flow? Dyes ®No j. Will the proposed bridge affect navigation by reducing or
increasing the epsting navigable opening? Dyes ®No
if yes, explain: If yes, explain:
k. Navigation clearance underneath proposed bridge: N/a I. Have you contacted the U.S. Coast Guard concerningtheira®No
approval?
If yes, explain:
m. Will the proposed bridge cross wetlands containing no nagable n• Height of proposed bridge above wetlands: 3'
waters? Oyes
If yes, explain: 404 Ditches / Shallow wetlands.
❑this section not applicable
2. CULVERTS
a. Number of culverts proposed: 4 b. Water body in which the culvert is to be placed:
404 Wetlands RECEIVED
< Form continues on back> AU 1 30 2018
pCM T r.
252-808-2808 :: 1.888-4RCOAS7 :: Nra nccOasta1,ranagement.net
revisal: 10 '26,06

Form DCM MP -5 (Bridges and Culverts, Page 2 of 4)
c. Type of culvert (construction material):
RCP
d. (i) Will proposed culvert replace an existing bridge?
❑Yes ®No
If yes,
(ii) Length of existing bridge:
(iii) Width of existing bridge:
(iv) Navigation clearance underneath existing bridge: _
(v) Will all, or a part of, the existing bridge be removed?
(Explain)
f. Length of proposed culvert: 521. 501. 40'. 50'
h. Height of the top of the proposed culvert above the NHW or NWL.
Approx. proposed culvert heights are 18.8'. 6.4'. 53. 4.9'
( AVD 88 Datum)
j. Will the proposed culvert affect navigation by reducing or
increasing the existing navigable opening? ❑Yes ®No
If yes, explain:
e. (i) Will proposed culvert replace an existing culvert?
®Yes []No
If yes,
(0) Length of existing culvert(s): 42'. 22'. 22'. 42'
(iii) Width of existing culvert(s): 36". 12". 12" 15"
(iv) Height of the top of the existing culvert above the NHW or
NWL: AApprox existing culvert heights are 20.0' 62-
6.2'. 4.7' (NAVD 88 Datum)
(v) Will all, or a part of, the existing culvert be removed?
(Explain) Existing culverts will be removed and
replaced because existing culvert size and material is
not sufficient.
g. Width of proposed culvert: 12'. 12'. 5'. 12"
L Depth of culvert to be buried below existing bottom contour.
Approx. 3.7', 3.1'. 2.2'. 1.9'
k. Will the proposed culvert affect existing water flow?
❑Yes ®No
If yes, explain:
3. EXCAVATION and FILL [This section not applicable
a.
(i) Will the placement of the proposed bridge or culvert require any
excavation below the NHW or NWL? ❑Yes ®No
If yes,
(ii) Avg. length of area to be excavated:
(iii) Avg. width of area to be excavated:
(iv) Avg. depth of area to be excavated:
(v) Amount of material to be excavated in cubic yards:
b. (i) Will the placement of the proposed bridge or culvert require any
excavation within coastal wetlands/marsh (CW), submerged
aquatic vegetation (SAV), shell bottom (SB), or other wetlands
(WL)? If any boxes are checked, provide the number of square
feet affected.
[]GW []SAV []SB
OWL 2.975 SF❑None
(ii) Describe the purpose of the excavation in these areas:
Existing culverts being replaced are partially within 404
wetlands.
RECEIVED
AUG '80 018
SCM WILMINGTON �k
252-808-2808 :: 1.883-4RCOAST :: ,,rvi,,/.nccoastaimanagament.net revised: 10i2S 06

croft DCM MA -5 (Bridges and Culverts, Page 3 of 4)
c. (1) Will the placement of the proposed bridge or culvert require any
high -ground excavation? ®Yes ❑No
If yes,
(ii) Avg. length of area to be excavated: 20'
(Iii) Avg. width of area to be excavated: 12'
(iv) Avg. depth of area to be excavated: 3'
(v) Amount of material to be excavated in cubic yards: 27 CY
d. If the placement of the bridge or culvert involves any excavation, please complete the following:
(1) Location of the spoil disposal area: On-site stockpile area per sedimentation and erosion control plan.
(ii) Dimensions of the spoil disposal area: Approx. 150' x 80'
(iii) Do you claim title to the disposal area? ®Yes ❑No (If no, attach a letter granting permission from the owner.)
(iv) Will the disposal area be available for future maintenance? ®Yes ❑No
(v) Does the disposal area include any coastal wetlands/marsh (CW), submerged aquatic vegetation (SAVs), other wetlands (WL), or shell
bottom (SB)?
❑CW ❑SAV OWL OSB ®None
If any boxes are checked, give dimensions if different from (ii) above.
(vi) Does the disposal area include any area below the NHW or NWL? ? ❑Yes ®No
If yes, give dimensions if different from (ii) above.
e. (i) Will the placement of the proposed bridge or culvert result in any
fill (other than excavated material described in Item d above) to
be placed below NHW or NWL? ❑Yes ®No
If yes,
(ii) Avg. length of area to be filled:
(iii) Avg. width of area to be filled:
(iv) Purpose of fill:
g. (i) Will the placement of the proposed bridge or culvert result in any
fill (other than excavated material described in Item d above) to
be placed on high -ground? ❑Yes ®No
If yes,
(ii) Avg. length of area to be filled:
(iii) Avg. width of area to be filled:
(iv) Purpose of fill:
4. GENERAL
a. Will the proposed project require the relocation of any existing
utility lines? ❑Yes ®No
If yes, explain:
f. (i) Will the placement of the proposed bridge or culvert result in any
fill (other than excavated material described in Item d above) to
be placed within coastal wetlandstmarsh (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 OSB
OWL ®None
(ii) Describe the purpose of the excavation in these areas:
b. Will the proposed project require the construction of any temporary
detour structures? ❑Yes ®No
Ifas explain:
RECEI�hL[VtL)--c
nrnn wli MING-1i3N�
AUG 3 0 1018
r%rM 4m hA "'r.10N NC
252-808-2808 :: 1-888-4RCOAST :: ririry nccoastaimanaQement.not revised: 10126106

Form DCM MP -5 (Bridges and Culverts, Page 4 of 4)
If this portion of the proposed project has already received
approval from local authorities, please attach a copy of the
approval or cer0cation.
< Form continues on back>
c. Will the proposed project require any work channels? d. How will excavated or fill material be kept on site and erosion
[]Yes ®No controlled?
If yes, complete Form DCM-MP-2. Per state approved sedimentation and erosion control plan.
e. What type of construction equipment will be used (for example,
dragline, backhoe, or hydraulic dredge)?
Backhoe wl matting in wetlands, backhoe on barge for
water areas.
g. Will the placement of the proposed bridge or culvert require any
shoreline stabilization? []Yes ®No
If yes, complete form MP -2, Section 3 for Shoreline
Stabilization only.
Applicant Slohatute
f. Will wetlands be crossed in transporting equipment to project site?
®Yes []No
If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
Equipment matting.
RECEIVED
AUG 3 0 2018
DCM WILMINGTON, NC
252-Soa-2808 :: 1-888-4RCOAST revised: 10,2&08

7.
PROPOSED RAMP & DOCK ADDITIONS
FOR
BRUNSWICK WATERWAY PARK
BRUNSWICK COUNTY, NORTH CAROLINA
SURVEYOR
TOMPKINS LAND SURVEYING P.A.
1368 RIVER BEND DRIVE
SHALLOTTE, NORTH CAROLINA 28470
[phone]
0mcG•
ff
A S S O C I A T E S
ENGINEERING • PLANNING -FIN AN CE
712 VILLAGE ROAD SW, SUITE 103 SHALLOITE NC 28470 PH. [phone] FIRM LICENSE # C-0459
HOLDEN BEACH —
VICINITY MAP NOT To SCALE
AUGUST 6, 2018
SCHEDULE OF DRAWINGS
G-001 .....COVER SHEET
G-002 .....GENERAL NOTES & SITE INFORMATION
C-101 .....INDEX SHEET
C-102 .....PROPOSED PROJECT SITE PLAN
C-103 .....PROPOSED PROJECT SITE PLAN
C-104 .....PROPOSED PROJECT SITE PLAN
C-105 .....PROPOSED RAMP & DOCK ADDITIONS AREA INSET
C-106 .....PIER / FLOATING DOCK PLAN VIEW
C-107 .....PIER / FLOATING DOCK / WOODEN WALKWAY PROFILE VIEW
C-108 .....WOODEN WALKWAY PROFILE VIEW
C-109 .....WEST INDIAN MANATEE SAFETY GUIDELINES
C-110 .....WATER BODY WIDTH
C-111 .....WETLANDS EXHIBIT
C-112 .....WETLANDS EXHIBIT
C-113 .....WETLANDS EXHIBIT RECEIVED
DCVI WILMINGTON, NC
C-114 .....WETLANDS CROSS SECTION
C-115 .....WETLANDS CROSS SECTION
4cn..._ HOLDEN BEACR 4D SW
JNC 130)
PROJECT
\
LOCATION
F
z
of
HOLDEN BEACH —
VICINITY MAP NOT To SCALE
AUGUST 6, 2018
SCHEDULE OF DRAWINGS
G-001 .....COVER SHEET
G-002 .....GENERAL NOTES & SITE INFORMATION
C-101 .....INDEX SHEET
C-102 .....PROPOSED PROJECT SITE PLAN
C-103 .....PROPOSED PROJECT SITE PLAN
C-104 .....PROPOSED PROJECT SITE PLAN
C-105 .....PROPOSED RAMP & DOCK ADDITIONS AREA INSET
C-106 .....PIER / FLOATING DOCK PLAN VIEW
C-107 .....PIER / FLOATING DOCK / WOODEN WALKWAY PROFILE VIEW
C-108 .....WOODEN WALKWAY PROFILE VIEW
C-109 .....WEST INDIAN MANATEE SAFETY GUIDELINES
C-110 .....WATER BODY WIDTH
C-111 .....WETLANDS EXHIBIT
C-112 .....WETLANDS EXHIBIT
C-113 .....WETLANDS EXHIBIT RECEIVED
DCVI WILMINGTON, NC
C-114 .....WETLANDS CROSS SECTION
C-115 .....WETLANDS CROSS SECTION

PROJECT INFORMATION
OWNER/DEVELOPER BRUNSWICK COUNTY
35 REFERENDUM DRIVE NE. BOLIVIA, NC 28422-7578
910.253.2670
LEGAL REFERENCE
TAX PARCEL: 232GC001
PIN: 202613031112
DEED BOOK/PAGE: DB 03595, PG 1359
LOCATION: HOLDEN BEACH ROAD, HOLDEN BEACH NC
SITE SUMMARY
404 WETLANDS AREA: 353,146 SF = 8.11 AC
COASTAL WETLANDS AREA: 34,414 SF = 0.79 AC
UPLAND AREA: 1,093,502 SF = 25.10 AC
TOTAL SITE AREA: 1,481,062 SF = 34.00 AC
DISTURBED AREA: 16.512 AC
ZONING CO -MR -3200
EXISTING USE: VACANT
PROPOSED USE: PUBLIC PARK
FLOOD ZONE
FIRM MAP(S): 3720201600J, JUNE 2006
3720202600J, JUNE 2006
ZONE(S): X, SHADED X, AE
RIVER BASIN
LUMBER
RECEIVING STREAM
INTRACOASTAL WATERWAY
STREAM INDEX NO.
15-25
CLASSIFICATION:
SA; HQW
DATUM NAVD88, MEAN LOW WATER
BENCHMARK POINT #23 NAIL
31.94' (NAVD 88)
SETBACKS
FRONT: 25 FT
REAR: 20 FT
SIDE: 10 FT (ONE SIDE)
25 FT (TOTAL)
STREET SIDE: 15 FT
PARKING DATA
REQUIRED: ANTICIPATED PASSIVE PARK USEAGE RATES WILL BE MET
WITH ADEQUATE PARKING PER PARKS AND REC DIRECTOR.
PROVIDED: 141 STANDARD
7 HANDICAP (HC)
148 TOTAL
GENERAL NOTES
1. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR SITE SAFETY ASSOCIATED WITH THE WORK RELATED TO THIS
PROJECT AND FOR COMPLIANCE WITH ALL FEDERAL, STATE, AND LOCAL HEALTH AND SAFETY LAWS, CODES,
REGULATIONS, AND ORDINANCES INCLUDING BUT NOT LIMITED TO THOSE CURRENTLY MANDATED BY THE
OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA).
2. THIS PLAN IS NOT INTENDED AS A SUBSTITUTE FOR THE PERSONAL INVESTIGATION, INDEPENDENT INTERPRETATION,
AND JUDGEMENT OF THE CONTRACTOR.
3. THE CONTRACTOR SHALL CONTACT THE ENGINEER AND THE TOWN A MINIMUM OF FIVE (5) WORKING DAYS PRIOR TO
BEGINNING CONSTRUCTION OF THE WATERLINE. CONNECTION TO THE COUNTY WATERLINE SHALL BE PERFORMED BY
THE CONTRACTOR UNDER THE SUPERVISION OF THE COUNTY.
4. SITE SHALL BE SERVED BY AN ON SITE SEPTIC SYSTEM, TO BE USED AS PERMITTED BY BRUNSWICK COUNTY HEALTH
DEPARTMENT PERMIT # 2018073071.
5. ALL TIE-INS SHALL BE SCHEDULED AND COORDINATED WITH THE ENGINEER AND LOCAL AUTHORITY AT LEAST 48 HOURS
PRIOR TO MAKING THE CONNECTION.
6. THE CONTRACTOR SHALL KEEP THE ENGINEER INFORMED RELATIVE TO THE PROGRESS OF THE CONSTRUCTION.
7. ABSOLUTELY NO WORK SHALL BE PERFORMED ON PRIVATE PROPERTY BEYOND ANY AREA FOR WHICH EASEMENTS
EXIST OR ARE TO BE PROVIDED BY THE OWNER FOR THE PURPOSES OF THIS PROJECT.
8. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR PROVIDING THE ENGINEER WITH A SET OF RECORD (AS -BUILT)
DRAWINGS. THESE DRAWINGS SHALL AT A MINIMUM SHOW THE FINAL LOCATION OF ALL INSTALLED FACILITIES.
9. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH OVERHEAD UTILITY OWNER WHEN WORKING NEAR
POLES AND IS RESPONSIBLE FOR ALL WORK ASSOCIATED WITH BRACING AND SUPPORTING THE POLES DURING
CONSTRUCTION. CONTACT BEMC AT [phone] FOR COORDINATION WITH OVERHEAD UTILITY ISSUES.
10. PATH ALIGNMENTS MAY VARY FROM PLAN AS NEEDED TO PROTECT TREES OF INTEREST.
11. PAVILLION STRUCTURE WILL HAVE WALL HEATING UNITS; NO PROPOSED HVAC PADS WILL BE INSTALLED.
12. 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.
13. WASTE RECEPTACLES WILL BE PROVIDED AND MAINTAINED BY BRUNSWICK COUNTY PARKS AND RECREATION.
14. ALL SIGNS SHALL BE PERMITTED SEPARATELY, IN ACCORDANCE WITH ARTICLE 8 OF THE BRUNSWICK COUNTY UNIFIED
DEVELOPMENT ORDINANCE.
15. ALL TRAILS, RAMPS, AND OTHER FEATURES SHALL MEET AMERICANS WITH DISABILITIES ACT (ADA) SLOPE
REQUIREMENTS.
16. NC HWY 130 POSTED SPEED LIMIT 45 MPH; DESIGN SPEED LIMIT 55 MPH.
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INTRA COASTAL WATERWAY
JOB NO.: 17.07087
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DATE: AUG. 6, MA
DESIGNEDBY:MAN
CADD BY: TMM
BRUNSWICK WATERWAY PARK
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INDEX SHEET
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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.
J - -
M
91
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
part of the head when the manatee raises its nose to breathe.
ATO
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
WEST INDIAN MANATEE SAFETY GUIDELINES
NOT TO SCALE
FISH AND WILDLIFE SERVICE
Raleigh Field Office
Post Office Box 33726
Raleigh, North Carolina 27636-3726
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