20230797 Ver 1_CAMA Application_20230605

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
Environmental
Quality
1. APPLICANT'S NAME: Carteret County
2. LOCATION OF PROJECT SITE: 241 Morada Bay Dr Newport, NC 28570
Longitude:-76.98981 Latitude: 34.70319
3. INVESTIGATION TYPE: CAMA + Dredge & Fill
4. INVESTIGATIVE PROCEDURE:
Date of Visit
Purpose of Visit
Applicant Present?
5/30/2023
Major permit site visit
No
5. PROCESSING PROCEDURE:
Application Received
Application Complete
I Regional Office
4/23/2023
5/19/2023
1 DCM - Morehead City Regional Office
6. SITE DESCRIPTION:
(A) Local Land Use Plan: Carteret County
Land Classification from LUP: Land Classification From LUPs
(B) AEC(s) Involved: Coastal Shoreline, Estuarine Shoreline, Public Trust Shoreline,
Coastal Wetlands, Public Trust Areas, Estuarine Waters
(C) Water Dependent: Yes
(D) Intended Use: Public/Government
(E) Wastewater Treatment:
Existing: N/A
Planned:
(F) Type of Structures:
Existing:
Planned: Boat Ramp, Boat ramp, Access channel(canal), Basin, Living
Shorelines, Sill(other), Mitigation(required)
(G) Estimated Annual Rate of Erosion:
Erosion Information Source: Annual Erosion Source
7. HABITAT DESCRIPTION:
DREDGED (ft2)
FILLED (ft2)
OTHER (ft2)
A Open Water
(B) CW's above NHW
(C) CW's below NHW
2212
D Shallow Bottom
33833
41000
(E) High Ground
67082
749232
F Non -Coastal WL
33833
(E) Total Area Disturbed: 825000 fe
(F) Primary Nursery Area: No
(G) Water Classification: ORW: Outstanding Resource Waters; SA: Market Shellfishing,
Tidal Salt Water
Open to Shellfishing: Yes
Field Investigation Report: Carteret County
DCM Major Permit
Page 11

8. PROJECT SUMMARY:
The applicant proposes to create a public boat launch facility with six ramps and a 159-space
boat trailer parking lot with an access channel to the Atlantic Intracoastal Waterway. There
are associated mitigation projects adjacent to the public boat launch project and spoil islands
located within Bogue Sound.
9. NARRATIVE DESCRIPTION:
The Carteret County Public Boat Launch Project is located on a 67-acre parcel on the northern
mainland shoreline of Bogue Sound approximately 1 mile east of Goose Creek and 1 mile west
of Sanders Creek on NC Hwy 24 in Carteret County, North Carolina. The property shoreline is
900', has an elevation of 4' along the shoreline and contains coastal wetlands consisting of
smooth cordgrass, black needlerush, bullrush, glasswort, and sea oxeye. Based on surveys
conducted from the North Carolina Coastal Federation, submerged aquatic vegetation (SAV),
primarily of Zostera marina and Halodule wrightii are present in proposed project and
mitigation areas. The AIWW within this location is approximately 450' from the south side of
the project shoreline and riparian corridors have been drawn 90' from the AIWW.
The Carteret County Land Use Plans classifies these areas as Recreation. This section of Bogue
Sound is not designated as a Primary Nursery Area, is open to the taking of shellfish and
carries a water classification of ORW while the upper reaches of Goose Creek and Sanders
Creek is designated as Primary Nursery Area, is closed to the taking of shellfish, and carries a
water classification of ORW. Riparian corridors were not determined. The neighbors within the
excavation vicinity were notified and no objections were received. No shellfish beds were
observed in the area. Existing living shoreline and sills exists to the west.
10. PROJECT DESCRIPTION:
The proposed public boat launch and associated development, per the applicant, would help to
reduce pressures on other existing public boat ramps in Carteret County and allow more
recreational possibilities for the public. The North Carolina General Assembly has
appropriated $7.5 million for the project.
The proposed public boat launch facility was permitted an entrance road from NC Hwy 24
(Permit # SW-2019-02188). An associated 159-space boat trailer parking lot is proposed with
1.37 acres impervious surface located within ORW AEC. A 1.54 acre upland basin would be
created to a final depth of -6.2' MLW ( plus -l' of overdredge allowance). The excavation of
the boat basin would remove approximately 28,575 cubic yards of material. The upland basin
would be excavated "in the dry" by leaving an earthen plug between the area to be excavated
and the waters of Bogue Sound to avoid unnecessary siltation and would be stabilized with
riprap. The upland basin would contain 6 boat launch ramps measuring 253.5' long and 130'
wide with three 60'x8' floating piers between the ramps. An ADA concrete walkway and
aluminum gangway would lead to a 100' x 8' floating dock located on the west side of the basin
for loading and unloading. From the boat basin, the excavation of a 450'x50'x-5' access channel
to the AIWW is proposed. The proposed excavation would result in impacts to 0.78 acres of
bottom habitat and generate approximately 4625 cubic yards of material. Excavation of the
access channel would remove approximately 2212 sq ft of coastal wetlands consisting
primarily of Juncus and Spartina and 0.78 acres of SAV and SAV habitat. The water depth of
Field Investigation Report: Carteret County
DCM Major Permit
Page 13

the connecting waters range from -1' MLW to -10' MLW depending on location. Excavation
would utilize mechanical means and all excavated material would be temporarily stored onsite.
For shoreline stabilization along the proposed boat launch area, 464' of Quickreef sill is
proposed. Sill ranges from 79' to 100' and would all be 5' wide.
Due to proposed excavation of the coastal wetlands and SAV/SAV habitat for the access
channel, the applicant has submitted various mitigation plans to offset impacts. The primary
mitigation site is located on a spoil island on the south side of the AIWW approximately 3/4
mile to the east of the primary public boat launch area. The spoil island had historically been
connected (circa 1992), however, a breach happened and now acts as a navigable area for small
vessels and watercraft.
The proposed mitigation plan would place approximately 86 F of riprap to create a sill and
breakwater between the two spoil islands. The base would range from 12-18' wide. On either
side of the breakwater, Quickreef sills are proposed - approximately 800' on the western island
and 650' on the eastern island. Directly to the south of the AIWW from the public boat launch
project, a secondary mitigation location is proposed. This area would consist of approximately
1062' long by 5' wide Quickreef living shoreline along mlw/nlw with associated marsh planting
on the landward side of the sill.
11. ANTICIPATED IMPACTS:
The excavation for the upland basin would remove a total of 28,575 cubic yards of material to a
final depth of - 7.2' NAVDD88 (-6.2' target depth plus F of allowable over dredge allowance).
An earthen plug would remain in place until the excavation is completed. The excavation of the
access channel would remove a total of 33,833sf (4625CY) of shallow bottom habitat and would
cause temporary turbidity during removal but shall be enclosed with a turbidity curtain. This
would consist of removing a total of 33,833sf (0.78 acres) of SAV and SAV habitat as well as
2,212 sf of coastal wetland habitat. Off -site mitigation site with associated living shorelines,
breakwater, and sills would impact approximately 41,000sf (0.92 acres) of shallow bottom
habitat. Proposed breakwaters located at the mitigation site have the potential to close off
historically navigable waters but may also allow sediment build up and increase SAV habitat on
the south side of proposed breakwater location. No shellfish were observed within the project
area. The spoils would be contained at upland areas and retained via erosion control measures.
Future maintenance excavation would be anticipated for the basin area as well as the proposed
channel access. Even with proposed sills, the proposed development has the potential to increase
yearly shoreline erosion and negatively impact surrounding SAV and SAV habitat due to
increase in boat traffic however would provide an additional public access facility.
Name: Wayne Hall Date: 06-01-2023 Office: DCM - Morehead City Regional Office
Field Investigation Report: Carteret County
DCM Major Permit
Page 14

Permit Application Report
Application ID
Application Type
Submitted
App Complete
Deadline
Decision
Expiration
PA-1048
DCM Major Permit
04-23-2023
05-19-2023
08-02-2023
Primary Applicant
Information
Applicant Type
Title
Business
Name
Name
Email
Business
Phone
Mobile
Phone
Business/Company
Carteret
County
Carteret
County
[e-mail]
252-728-8545
Physical Address
Mailing
Address
Street 1
City
State
Zip
Street 1
City
State
Zip
210 Turner Street
Beaufort
NC
28516
210 Turner Street
Beaufort
NC
28516
Registered Agent Information
Agent Type
Title
Business Name
Name
Email
Business Phone
Mobile
Phone
Business/Company
moffatt and
nichol
moffatt and
nichol
[e-mail]
919 781 4626
919 645
0649
Physical Address
Mailing Address
Street 1
305 COMMERCE AVE
City
Morehead
City
State
North
Carolina
Zip
28557
Street 1
305 COMMERCE AVE
City
Morehead City
State
North
Carolina
Zip
28557
Project Information
Project Name
Project Type
Disturbed Land Area (Sq Ft/Acres)
Western Carteret County Boat Ramp Project
Public/Government
Sq. Ft. / 17.2 Acres
Is proposed project located in national registered historic district or national register listed/eligible: False
List of previous state or federal permits for work on project tract: Permit No. SAW-2019-02188 for road access to Highway 24
Project Location Information
Address
County
River Basin
Subdivision
County Parcel ID
Latitude
Longitude
241 Morada Bay Dr Newport,
NC 28570
Carteret
White Oak
N/A
630503246341000
34.70319
-76.98981
Project Discharges to State Waters
Discharge Type
Surface
Runoff
Sanitary
Wastewater
Industry/Commercial
Effluent
Vessel
Wash Down
Residential
Other
Wastewater/Stormwater Discharged Into Wetland?
Discharge Same Salinity as Receiving Waters
Is There Any Mitigation Proposed
False
False
True
Detailed Description of the Existing Development Located on the Property
Existing Man -Made Features:
Currently property is undeveloped, with the exception of unpaved roads and paths. Majority of property is heavily forested with
mature trees and undergrowth. An area of coastal marsh exists at the waterward (south) edge of the property. Various living
shoreline structures, predominantly oyster bags, currently protect the estuarine shoreline. An existing dirt vehicle path exists on the
property.
Existing Land Uses:
Forested property with minimal existing land uses.
Existing Wastewater Treatment/Disposal:
Solid Waste/Fish Offal/Trash Disposal:
None
Use and Daily Operations of the Project When Complete
Proposed Development Purpose:
Carteret County desires to construct public boat ramp facility on the mainland shoreline of Bogue Sound. The proposed facility will

provide a much -needed public access facility to recreational boaters from within Carteret County, as well as surrounding counties, as
well as to vacationers from elsewhere in North Carolina and other states. The proposed location and design of the proposed public
access facility will also help to reduce pressures to other boat ramps if the area, most of which are frequently operating at or above
capacity.
Buildings/Facilities/Units/Structures:
Public boat ramp facility comprising six ramps and 159 trailer parking spaces.
Use & Daily Operations:
Public boat ramp facility. At peak usage, facility is expected to be at or near capacity.
Construction Methodology & Equipment:
Upland site clearing and grading utilizing standard construction equipment (i.e. graders, dozers, dump trucks, etc.). High ground
basin to be excavated using excavators and dozers. Parking area to be paved. Access channel to AIWW to be dredged using
mechanical (bucket to barge) methodology.
Development Activities Narrative Specifics:
A detailed listing of development activities and their impacts are provided in the permit application narrative which is provided as a
part of this application package.
Application Narrative:
Detailed Narrative, which was not able to be uploaded here due to size, is
attached.
Boat Ramp Development Activity Included: True
Boat Ramp Dimensions
Length
Width
Avg Existing Depth
Final Project Depth
Distance Waterward of NHW/NWL
152.5
102
0
-6.2
75
Will Fill Material Be Placed In Any Of The Following Areas
Area Sq. Ft. Affected Purpose of Fill in This Area
Coastal Wetland/Marsh (CW)
Submerged Aquatic Vegetation (SAV)
Shell Bottom (SB)
Other Non -Coastal Wetlands (WL)
Boat Ramp Structures
Structure Type
Length
Width
Quantity
Floating docks
60
8
3
Fixed Piers
100
8
1
Shoreline Stabilization Development Activity Included: False
Living Shoreline Development Activity Included: True
Living Shoreline
Stabilization Type
"Other" Stabilization (Describe)
Type of Material
"Other" Material (Describe)
Sheetpile Dimensions
Length
Width
Avg Distance Waterward of NHW/NWL
Max Distance Waterward of NHW/NWL
Marl Dimensions
Length
Width
Avg Distance Waterward of NHW/NWL
Max Distance Waterward of NHW/NWL
Granite Dimensions
Length
Width
Avg Distance Waterward of NHW/NWL
Max Distance Waterward of NHW/NWL

Length
Width
Avg Distance Waterward of NHW/NWL
Max Distance Waterward of NHW/NWL
Oyster Dimensions
Length
Width
Avg Distance Waterward of NHW/NWL
Max Distance Waterward of NHW/NWL
Concrete Dimensions
Length
Width
Avg Distance Waterward of NHW/NWL
Max Distance Waterward of NHW/NWL
"Other" Dimensions
Has there been erosion in the preceding 12 months
Amt of Erosion (Ft / Past 12 Months)
Source of Erosion Amt Information
False
1
visual observation
Sq Ft of Fill to be Placed Below Water Level
Fill Not Associated with Construction
Type of Fill Material
False
"Other" Fill Material (Describe)
Source of Fill Material
How Will Fill Material be Kept on Site & Erosion Controlled
Will Wetlands be Crossed Transporting Equipment to Project Site
False
Explain Steps That Will be Taken to Avoid or Minimize Environmental Impact
Living Shoreline
Stabilization Type
"Other' Stabilization (Describe)
Type of Material
"Other' Material (Describe)
Living Shoreline
Other
Quickreef
Length
Width
Avg Distance Waterward of NHW/NWL
Max Distance Waterward of NHW/NWL
Sheetpile Dimensions
Length
Width
Avg Distance Waterward of NHW/NWL
Max Distance Waterward of NHW/NWL
Marl Dimensions
Length
Width
Avg Distance Waterward of NHW/NWL
Max Distance Waterward of NHW/NWL
Granite Dimensions
Length
Width
Avg Distance Waterward of NHW/NWL
Max Distance Waterward of NHW/NWL
Oyster Dimensions
Length
Width
Avg Distance Waterward of NHW/NWL
Max Distance Waterward of NHW/NWL
Concrete Dimensions
Length
Width
Avg Distance Waterward of NHW/NWL
Max Distance Waterward of NHW/NWL
"Other" Dimensions
464
5
0
10
Has there been erosion in the preceding 12 months
Amt of Erosion (Ft / Past 12 Months)
Source of Erosion Amt Information
True
1
visual observation
Sq Ft of Fill to be Placed Below Water Level
Fill Not Associated with Construction
Type of Fill Material
2,320.00
False
"Other" Fill Material (Describe)
Source of Fill Material
Quickreef Sill Material
How Will Fill Material be Kept on Site & Erosion Controlled
Will Wetlands be Crossed Transporting Equipment to Project Site
False
Explain Steps That Will be Taken to Avoid or Minimize Environmental Impact
Piers & Docking Facilities Development Activity Included: False
Excavation Development Activity Included: True
Excavation Details
Amount & Type of Material to be Excavated From Below NHW or NWL
Volume (Cu Yds)
Area (Scl Ft)
Type of Material
"Other' Material Description
4625
36,154.00
Mud/Fines; Sand
Will
Material Be Excavated From Any Of The Following Areas
Area
Sq. Ft. Affected
Purpose of Fill in This Area
Coastal Wetland/Marsh (CW)
2178
Excavation for Navigational Channel
Submerged Aquatic Vegetation (SAV)
33541
Excavation for Navigational Channel
Shell Bottom (SB)
Other Non -Coastal Wetlands (WL)
Wetlands Crossed Transporting Equipment to Site
Steps Taken to Avoid/Minimize Environmental Impact

False
Excavation Purposes
Purpose
Length
Width
Avg Existing Depth
Final Project Depth
Access Channel (NWL or
NLW)
450.00
50.00
-3.00
-7.20
Boat Basin
425.00
330.00
3.00
-7.20
Excavation Disposal Area Details
Disposal Area Name
Available for Maintenance
Location of Disposal Area
Do You Claim Title
Upland disposal area
No
On site away from the water, outside of
the 575' ORW limits, and at least 20' away
from any wetland
Yes
Is Disposal Area Within Area of Environmental Concern
Disposal Area Length
Disposal Area Width
No
200.00
180.00
Does Disposal Area Include Any Of The Following Areas
Area
Sq. Ft. Affected
Purpose of Fill in This Area
Coastal Wetland/Marsh (CW)
Submerged Aquatic Vegetation (SAV)
Shell Bottom (SB)
Other Non -Coastal Wetlands (WL)
Open Water (OW)
How Will Excavated or Fill Material at the Disposal Area be Kept on Site and Erosion Controlled
Standard erosion control measures, including properly installed temporary sediment fencing composed of geotextile materials
(see Sheet CE100).
Bridges & Culverts Development Activity Included: False
Oceanfront Erosion Control Development Activity Included: False
Temporary Structures Development Activity Included: False
Utility Crossings Development Activity Included: False
Freestanding Moorings, Buoys & Bird Nesting Poles Development Activity Included: False
Log Removal/Marine Debris Development Activity Included: Yes/No

Navigational Aids Development Activity Included: True
Navigational Aids Details
Number of Buoys
Number of Day Markers
Min Distance Each Aid Placed Beyond
Max Distance Each Aid Placed Beyond
Shoreline
Shoreline
0
4
10
450
Other Fill Below Water Level Development Activity Included: False
Stormwater Structures Development Activity Included: False
"Upland Development" Development Activity Included: True
Upland Development Details
# of Lots/Parcels
Created
Lots Platted &
Recorded Date
#Residential Units
Units per Acre
Area Size to be
Disturbed (sq ft)
Tract Has State or
Local Approval
0
0
0
749232
False
Date Site Development
Plan Submitted
Date Sedimentation & Erosion
Control Plan Submitted
Impervious Coverage
(% Within AEC)
Impervious Coverage
(% of Entire Tract)
Project Includes Innovative
Stormwate Design
21.80
25.90
False
Energy Facilities Development Activity Included: False
Aquaculture Development Activity Included: False
Submerged Lands Mining Development Activity Included: False
General Development Activity Details Required
General Development Activity Questions
These questions are applicable if 1 of the following development activities are included in the project
(Boat Ramps, Freestanding Moorings, Buoys & Bird Nesting Poles, Piers & Docking Facilities, Temporary Structures, Living Shorelines,
Shoreline Stabilization Submerged Lands Mining)
Boat Type(s) I Typical Boat Length Other Boat Type (Describe)

Open runabout; Personal water craft; Non-
24
motorized
Adj Riparian Property Line #1 (Proximity of
Adj Riparian Property Line #2 (Proximity of
Adj Riparian Property Line #3 (Proximity of
Structure Nearest to Property Line)
Structure Nearest
to Property Line)
Structure Nearest to Property Line)
Width of Water Body
Water Depth @ Waterward End of
Water Depth @ Most Landward
Water Depth @ Most Waterward
Structure (NLW or NWL)
Boat Slip (NLW or NWL)
Boat Slip (NLW or NWL)
950
-7.2
-7.2
-7.2
Navigational
Number of
Number of Day
Min Distance of Each Aid Placed
Max Distance of Each Aid Placed
Aids Required
Buoys
Markers
Beyond Shoreline
Beyond Shoreline
True
0
4
10
450
Marina Development Activity Details Required

FOR REGISTRRTION REGISTER OF DEEDS
Karen S. Hardesty
Carteret County, NC
March 20, 2020 03:41:46 PM
IWW DEED 4 P
FEE: $26.00
FILE # 1666466
NORTH CAROLINA SPECIAL WARRANTY DEED
Excise Tax: $0.00
Parcel Numbers: 630503246341000 & 630501158200000 \
After recording hold for: 0 John M. Harris of White & Allen, P.A.
This instrument was prepared by: White & Allen, P.A.
Brief description for the Index: Parcel B Stroud Property HWY 24
THIS DEED is made as of the 0 th day of March, 2020 by and between
GRANTOR
North Carolina Coastal Federation, Inc.,
a North Carolina corporation
3609 NC Highway 24 (Ocean)
Newport, North Carolina 28570
GRANTEE
County of Carteret, a Body Politic
Carteret County Government
302 Courthouse Square
Beaufort, NC 28516
The designation Grantor and Grantee as used herein shall include said parties, their heirs,
successors, and assigns, and shall include singular, plural, masculine, feminine or neuter as
required by context.
WITNESSETH, that Grantor, for a valuable consideration paid by Grantee, the receipt of which is
hereby acknowledged, has and by these presents does grant, bargain, sell and convey unto Grantee
in fee simple, all that certain lot or parcel of land situated in White Oak Township, Carteret County,
North Carolina and more particularly described as follows (the 'Property"):
See Exhibit A attached hereto and incorporated herein by reference.
0

1666466
The Property hereinabove described was conveyed to Grantor by instrument recorded in Book
page , Carteret County Registry.
TO HAVE AND TO HOLD the aforesaid Property and all privileges and appurtenances thereto
belonging to the Grantee in fee simple.
And Grantor covenants with Grantee, that Grantor has done nothing to impair such title as Grantor
received, and Grantor will warrant and defend the title against the lawful claims of all persons
claiming by, under or through Grantor, other than the following exceptions:
1. Ad valorem taxes for the year 2020 and subsequent years, not yet due and payable.
2. Cross easement agreement recorded in Book 1185, page 307, Carteret County Registry, as
subsequently modified by document recorded in Book I6 6b , Page �6 , , Carteret County
Registry. �/
3. Easement to The Department of the Navy recorded in Book4, Paget/14, Carteret County
Registry.
4. Conservation Easement to The State of North Carolina recorded in Book A6, Page 19r,
Carteret County Registry.
5. Any and all matters as shown on survey by E. Glenn Corbett, Professional Land Surve or,
dated August 1,2019 and last revised March 3, 2020, and recorded in Plat Book 3,
Page iS3 , Carteret County Registry.
THE PROPERTY HEREIN CONVEYED DOES NOT INCLUDE THE PRIMARY RESIDENCE
OF GRANTOR.
[Signatures and acknowledgement on following page]

1666466
IN WITNESS WHEREOF, Grantor, by authority duly given, has hereunto caused these presents
to be executed under seal in such form as to be binding, the day and year first above written, and
Grantee accepts this Deed by the recording hereof in the public records.
GRANTOR:
NORTH CAROLINA COASTAL FEDERATION, INC.
By: (SEAL)
TODD MILLER
Executive Director
ATTEST:
By5-.�aAtO l A _ W44WVJ�)
SARAH WILLIAMS
Corporate Secretary
[Affix Corporate Seal]
STATE OF NORTH CAROLINA
COUNTY OF CARTERET
I, the undersigned Notary Public of the aforesaid county, North Carolina, do hereby certify
that SARAH WILLIAMS, personally appeared before me this day and acknowledged that he/she
is the Corporate Secretary of NORTH CAROLINA COASTAL FEDERATION, INC., a non-
profit corporation, and that by authority duly given and as the act of the corporation, the foregoing
instrument was signed in its name by its Executive Director, Todd Miller, sealed with its corporate
seal, and attested by himself/herself as its Corporate Secretary.
Witness my hand and notarial seal this the day of WA rcs—
2020.
Ry
ZLJJ
p�P 2
C.P V� OJ
q....... G
RT E RED .
Notary Public: "-.S K,
Printed Name: % �' l C S k•--
My commission expires: 1 /d�q 1;a S_

1666466
EXHIBIT A TO DEED-- NCCF TO CARTERET COUNTY
ALL OF THAT PROPERTY DESIGNATED AS "FUTURE PARCEL `B", 66.25 ACRES TO
BE CONVEYED TO COUNTY" ON THE PLAT ENTITLED "STROUD PROPERTY" BY E.
GLENN CORBETT, P.L.S., DATED 08/01/19 AND RECORDED IN PLAT BOOK 33 ,
PAGE 953 , CARTERET COUNTY REGISTRY.
This conveyance is subject to the rights of Grantor and its assigns to use of the area on Plat Book
3-3-1 page `S3 designated as 40' INGRESS, EGRESS AND REGRESS EASEMENT" for all
rights of ingress, egress, regress and access and for the placement of utility services from NC Hwy
24 for the benefit of that property described as "Future Parcel A, 10.00 Acres to be retained by
NCCF" on said plat.
This property was acquired with State financial assistance from the N.C. Parks and Recreation
Trust Fund, and pursuant to 07NCAC 13K.0109 and a contractual requirement with the Fund,
this property shall in perpetuity (1) be used for, and only for, local park and recreation purposes
for the use and benefit of the general public and (2) not be converted to uses that are other than
public recreation (whether by sale, transfer, or in any other manner) without first obtaining
approval from the N.C. Department of Natural and Cultural Resources or its successor agency
in accordance with the applicable rules.
These restrictions on the property shall be permanent and perpetual and shall run with the land
and shall be binding upon the County of Carteret and all parties having any right, title, or
interest in the property, and their heirs, successors, and assigns, and shall be binding upon all
those claiming by, through, or under each such party, in perpetuity. Furthermore, the State, and
its agents, employees, and representatives shall have the right of entry and access to the property
for the purposes of inspecting the property and exercising its enforcement rights.
In the event the County of Carteret, its successors or assigns, wishes to transfer the property or
any interest therein, it shall notify the State in writing of the names and addresses of any party
to whom the property is intended to be transferred at least sixty (60) days prior to the time said
transfer is to be consummated. Any transferee of the property or any interest therein shall take
title subject to the requirements and restrictions referenced herein or applicable to the property.
The County of Carteret, its successors and assigns, shall make specific reference to these
restrictions in a separate paragraph of all subsequent leases, deeds, or other legal instruments
by which the Property or any interest therein is conveyed.

SINCE 1959
WESTERN CARTERET BOAT RAMP
CONCEPTUAL COMPENSATORY MITIGATION PLAN
FOR SUBMERGED AQUATIC VEGETATION IMPACTS
Prepared For:
State and Federal Resource/Permitting Agencies
(A Component of the Carteret County CAMA Major Permit Submission by Moffatt and Nichol)
Prepared By:
Quible & Associates, P.C.
Dr. Judson Kenworthy
NC Coastal Federation
Carteret County
Project Number P21130
March 30, 2023

RE: Western Carteret Boat Ramp Conceptual Submerged Aquatic Vegetation
(SAV) Mitigation Plan
TO: State and Federal Resource/Permitting Agencies
FROM: Brian Rubino, Quible & Associates, P.C.
Dear Resources Agency Representatives,
This Conceptual Compensatory Mitigation Plan has been developed by a team of
environmental scientists that includes North Carolina Coastal Federation (NCCF),
Dr. Judson Kenworthy, Don Field and Quible & Associates, P.C. (Quible), with support
from Moffat and Nichol (M&N) on behalf of Carteret County. The Mitigation Plan is
intended to compensate for impacts to submerged aquatic vegetation ("SAV"), SAV
habitat, and shallow water habitat associated with proposed dredging of a single boat
channel to accommodate needs for a public [Wildlife Resources Commission (WRC)]
boat ramp.
The Mitigation Plan primarily includes "in -kind" mitigation to specifically offset SAV
impacts. The in -kind proposal is also intended to be part of a concentrated effort of
NCCF and Carteret County to enhance and restore SAV resources to waterways within
the region that are being lost at alarming rates due to sea level rise, storm -based erosion
and boating (wake and prop scar) impacts.
We introduced our mitigation plan components to State and Federal Resource Agencies
during a November 10, 2022 scoping meeting that was held via Webex, starting at 2:00
pm. The purpose of that meeting was to discuss our baseline SAV surveying results,
our proposed mitigation measures and to gain feedback from the various resource
agency representatives. It was understood from the meeting that NC Division of Coastal
Management would take the lead in coordinating permit application review and that a
description of proposed mitigation would be included in the submission.
Proposed in -Kind Mitigation includes:
■ Method 1 (Primary Mitigation Concept); See Appendix I and Exhibits A-D for
a full description.
Method 2- Living Shoreline protection for a 1,062 linear foot (If) section of sand
bar barrier island directly across from the Project Area. See Exhibit E. This is
considered an in -kind mitigation measure since this is a very sensitive barrier
island location that supports SAV beds on the south side. Living shoreline
measures are intended to protect the island, enhance coastal wetlands, and in
doing so, will protect important SAV meadows on the south side. While this is
not our primary mitigation method, the importance of this protection should not
be minimized. Without protection, this functioning barrier island area will
undoubtedly become fragmented and then lost in the near future, which will
impact robust SAV resources that would otherwise be lost.
■ Method 3- Establishing a permanent water quality monitoring station and at least
five SAV monitoring stations in selected Bogue Sound locations that would
allow all to better understand SAV trends, growth patterns, and associated

water quality. We will select monitoring station locations based on consultation
with resource agencies and others (NCDMF, NMFS, APNEP, etc.) that may
already be involved with SAV mapping programs. The intent is to expand the
database of SAV and water quality conditions and to make this readily
available.
■ Method 4- Living Shoreline Protection of the shoreline of the Project Area on
either side of the future boat channel entrance (the entire balance of shoreline).
See Exhibit A and B and CAMA Major Plans by M&N.
After review of the permit application package and our Conceptual Compensatory
Mitigation Plan, we look forward to receiving your valuable input.
2

TABLE OF CONTENTS
APPENDIX I: PRIMARY MITIGATION (METHOD 1) PROPOSAL DETAILS
EXHIBIT A: VICINITY MAP
EXHIBIT B: SAV REVIEW AREA 1 (BOAT RAMP AND CHANNEL SITE)
EXHIBIT C: SAV REVIEW AREA 2 (MITIGATION SITE)
EXHIBIT D: PROPOSED SAV ENHANCEMENT AND ISLAND PROTECTION SYSTEM
EXHIBIT E: PROPOSED LIVING SHORELINE AND ISLAND PROTECTION (METHOD 2)

APPENDIX I

Primary Seagrass Mitigation Proposal for the Western Carteret Bogue Sound Boat Ramp
Summary
To mitigate for the loss of an estimated 0.77 acres of seagrass habitat in Bogue Sound, we are
proposing a nature -based solution to establish suitable environmental conditions for seagrass
growth over approximately 3.34 acres of subtidal area in the Sound. The area we are proposing
for the primary mitigation method is located on the south side of a series of dredge spoil islands
in Bogue Sound, Carteret County, approximately centered at 34.700459°N and-76.975774°W
(Exhibit A). The spoil islands in this region of Bogue Sound were originally constructed as part
of the expansion and maintenance of the Intracoastal Waterway (ICW). Inspection of a time
series of aerial photography dating back to 1981 shows how effective these spoil islands have
been in creating and sustaining healthy seagrass habitat (Figure 1).
Figure 1. Historical time series of aerial photos from May 1992 (left panel), May 2006 (center
panel) and May 2020 (right panel) showing the development of a breach (yellow arrow) in one of
the spoil islands.
The islands attenuate boat wake wave waves and tidal energy and function like our larger NC
barrier islands to establish ideal conditions for seagrass growth, especially on their south side
(Figure 1). In Figure 1, the darker subtidal areas parallel to the south side of the islands are
meadows of primarily two species of seagrass, Zostera marina and Halodule wrightii which have
persisted in these locations for at least four decades.
For the past several decades, some of the islands have been experiencing significant deterioration
in size and elevation due to boat wake waves from vessel traffic on the ICW, wind, and severe
storms. Some of the islands have been breached (Figure 1), creating channels with strong tidal
flow and boat wake wave exposure resulting in the loss of seagrasses on the south side of the
islands. The island site we are proposing was breached sometime between 1992 and 2006 and
the impacts of the breach and the loss of seagrasses have continued to expand since (Figure 1).
To prevent further expansion, we propose to build a barrier in one of the breaches to baffle waves
and currents and promote sediment stability to recreate the conditions suitable for seagrass
growth. Once the hydrodynamic conditions are modified by the barrier, seagrasses in the
adjacent meadows will naturally recruit into the mitigation site by seed (Zostera marina), clonal
growth (Halodule wrightii & Zostera marina) and vegetative fragments (Zostera marina &
Halodule wrightii). We expect that within five years the rate of natural seagrass recovery will
exceed the seagrass lost at the channel dredge site; the seagrass meadow at the mitigation site

will have higher density, significantly greater coverage, and more diversity than the channel
dredge site.
Supporting Data and Site Surveys
Channel Dredging Site
To determine the potential impacts of the dredging activity we surveyed the distribution and
abundance of seagrasses and the bathymetry in the vicinity of the proposed dredged channel
footprint. The presence and abundance of seagrasses was surveyed along three shore normal
transects on May 27, 2022. The transects were approximately 135m long spaced 30 m apart
aligned parallel to the proposed boat ramp channel out to a depth of 1.4 m (Figure 2 and Exhibit
B; full-sized scaled drawing).
Figure 2. Illustration of the benthic survey transects at the dredge channel site (left panel) and
the mitigation site (right panel); See Exhibits B and C for scaled drawings with legend.
For each transect we surveyed the presence/absence and cover of seagrass in each of three 0.25
m2 quadrats placed at 5 m intervals along the transect using the Braun-Blanquet visual
assessment method; the same method used by the Albemarle Pamlico Estuary partnership to
monitor the abundance of seagrasses coastwide in NC. At each point we also determined the
water depth using Carlson and Topcon RTK GPS. We sampled a total of 79 points on the three
transects. On May 26, 2022, prior to seagrass surveying, we performed a complete bathymetric
survey of both the proposed channel site and primary mitigation area. This was done on foot
(using RTK GPS) in shallow nearshore waters and on boat with the use of a Seafloor Systems®
single beam echosounder connected to RTK GPS.
Mitigation Site
We selected the mitigation site from an inspection of a series of aerial photographs dating back to
May 1992 (Figure 1). We identified a breach in one of the spoil islands 1.35 km east of the
proposed boat ramp channel created sometime between 1992 and 2006 which has persisted until
the most recent aerial photography in May 2021 (34.700459°N and-76.975774°W). Using ARC
GIS and geo-rectified images from May 1992 and May 2021 we delineated the area of seagrass
2

present on the south side of the island prior to the breach (May 1992) and seagrass absence in the
same area after the breach (May 2021) (Figure 3; yellow rectangle). Based on these images and
the surveyed water depths known to be suitable for seagrass growth in Bogue Sound (< 1.5 m),
we estimate an area of potential seagrass mitigation habitat to be 3.34 acres in the polygon.
Figure 3. May 1992 aerial photograph of the mitigation site prior to the breach in the spoil
island (left panel) and May 2021 photo (right panel). Geo-rectified yellow polygon delineates
seagrass present in 1992 and mostly absent in 2021.
Using the same approach and methodology as described for the channel dredge site, we surveyed
the presence and abundance of seagrasses on 10 transects around the proposed mitigation site on
May 27 and June 22, 2022 (Figure 2; right panel and Exhibit C; full-sized scaled drawing).
Four of the transects were positioned along a north south axis in the breach and six were
positioned along an axis perpendicular to the islands to survey conditions in the existing seagrass
habitat (Reference Site). Using the same techniques described for the channel dredging site we
also recorded the water depth at each sampling station and mapped the bathymetry of the site
(Figure 2; right panel and Exhibit C; full-sized scaled drawing).
Seagrass Distribution and Abundance at the Channel Dredge Site
Seagrasses were present in 76% of the quadrats sampled (Table 1). Most of the seagrasses at
this site were small individual clones (patches) of Zostera marina seedlings that recruited the
previous winter. Only six percent of the samples had H. wrightii and most of it was in a few
small patches in shallow water adjacent to the shoreline. The average total seagrass Braun
Blanquet value was 0.96 indicating <5.0% seagrass cover where the seagrass occurred (Table 1).
Seagrass Distribution and Abundance in the Mitigation Site (Spoil Island Breech)
Seagrasses were present in 5 1 % of the quadrats sampled (Table 1). Like the channel dredge site,
most of the seagrasses at this site were small individual clones (patches) of Zostera marina
seedlings that recruited the previous winter (Table 1). Only eleven percent of the samples had H.
wrightii. The average total seagrass Braun Blanquet value was 0.21 indicating <1.0% seagrass
cover where seagrass occurred (Table 1).
3

Seagrass Distribution and Abundance in the Reference Seagrass Meadows Adjacent to
Mitigation Site
In the adjacent reference meadows seagrasses were present in 73% of the samples (Table 1).
The average total seagrass Braun Blanquet value was 1.76 indicating 5-25% seagrass cover
where the seagrasses occurred. Unlike the channel dredge site and the breach, H. wrightii was
more abundant in the reference meadow; occurring in 47% of the samples with an average Braun
Blanquet score of 1.38.
Table 1. Results of field surveys of seagrass presence and Braun Blanquet cover at the proposed
marina channel dredge site, the footprint of the proposed rock sill (attenuator) and the reference
sites adjacent to the mitigation site. The acres shown in the Reference Site Column are the
estimated acres of the mitigation site. Calculations for the mitigation metrics are; 1 Total seagrass
abundance metric = percent seagrass present * total seagrass cover, 2 Seagrass loss or gain =
acres * total seagrass abundance metric, and 'seagrass mitigation ratio = 4.27 - 0.59 = acreage of
the proposed mitigation site.
ACQUIRED "101FMARINA "ROCK SIM" TOTAL ACRES REFERENCE
SEAGRASS METRICS CHANNEL FOOTPRINT IMPACTED SITE
FOOTPRINT
ACRES 0.77
PERCENT TOTAL 76
SEAGRASS PRESENT
(PCP)
TOTAL SEAGRASS 0.96
COVER (TSGC)
ZOSTERA MARINA 74.4 / 0.95
PERCENT PRESENT /
COVER
HALODULE WRIGHTII 0.8 / 0.008
PERCENT PRESENT /
COVER
DERIVED METRICS
-A�
0.24 1.01
51
0.27
11
A
3.34a
73
1.76

TOTAL SEAGRAS 0.73 0.14 1.28
ABUNDANCE
METRIC (TSGAM)1
SEAGRASS LOSS/ 0.56 0.03 0.59 4.27
SEAGRASS GAIN2
SEAGRASS 7.2
MITIGATION RATIO3
im
Discussion of Survey Results
Based on our survey results, the seagrass habitat in the vicinity of the channel dredge site can be
characterized as a sparsely covered, seasonally ephemeral eelgrass meadow maintained annually
by the recruitment of seedlings and an abbreviated period of clonal growth in spring and early
summer. These eelgrass meadow characteristics are common throughout the NC estuarine
system. We refer to these as mixed semi-annual eelgrass meadows (Jarvis et al. 2012). In March
2022, prior to our surveys, visual observations during low tide detected newly recruited seedlings
across the site. In NC, Zostera seeds begin germinating in December during cooler temperatures
and relatively clear water (Combs et al. 2020). The seedlings reproduce clonally and produce
both vegetative shoots and flowers through the spring. Seeds are released from the flowers and
settle into the sediment seed bank during April and May. In June and early July as water
temperatures exceed the thermal stress threshold of eelgrass (> 250 C) and water turbidity limits
the availability of light, most of the living plants senesce and die. At this location adjacent to the
ICW and with the exposure to extremely frequent and large vessel traffic and boat wake waves,
sediments are continuously resuspended. The turbidity generated by these resuspended sediments
severely limits the amount of light needed for growth of eelgrass and the formation of large
perennial meadows in shallow water.
At the mitigation site the seagrass growth in the channel breaching the spoil islands is very
similar to the proposed channel dredge site; mainly consisting of relatively sparse eelgrass
patches derived from seed. In March 2022, prior to our surveys, we also visually observed
seedlings recruiting at this site.
In contrast, the seagrass meadows located to the south of the remaining spoil islands, on both
sides of the breach, have almost twice the cover than either the proposed dredge channel site or
in the breach (Table 1). These meadows not only have a substantially higher cover, but they are
also more diverse. Zostera and Halodule are nearly equally abundant and the cover of Halodule
is relatively higher (Table 1). This demonstrates that the physical conditions established by the
presence of the islands, largely the attenuation of boat wake waves and tidal currents, favors the
development of seagrass meadows with greater abundance and diversity. Based on our
inspection of the historical aerial photography, these meadows have persisted for at least four to
five decades.
5

Proposed Seagrass Mitigation
To mitigate for the loss of seagrass at the channel dredge site (primarily Zostera marina), we
propose to install a wave and current attenuation system (consisting of a granitic rock sill) in the
breach between the spoil islands (Exhibit D). By attenuating waves and water currents this
system will mimic the effects of the islands and promote the recruitment and growth of
seagrasses that once occurred in this location before the island was breached (Figures 1 & 3).
This method does not propose to import sand fill to the washout area, but would allow longshore
transport of existing sand on the south side of the island area to naturally migrate as the north
side erosional forces are reduced. We will propose to gauge the amount of siltation on the south
side of the sill to understand future accretion and/or erosion on the south side.
Based on our fundamental understanding of the growth and population dynamics of seagrasses in
NC and supported by the observations and data from our surveys, we predict with high
confidence that once waves and water currents are reduced in the breach, seagrasses will recruit
naturally into the mitigation site without the need for planting. Eelgrass will begin to naturally
recruit by seed into the mitigation site after the first flowering season and continue to recruit and
establish during subsequent flowering seasons. At the same time, conditions will become more
favorable for the recruitment of both Zostera and Halodule with vegetative fragments, as well as
clonal growth from the existing reference seagrass meadows on the eastern and western
boundaries of the mitigation site. Halodule rarely flowers in NC but spreads rapidly by
horizontal rhizome growth. In favorable conditions, rhizomes can grow as much as 1-3 m year 1.
This mitigation measure would be implemented after all State and Federal permits are issued for
the ramp project and the overall site construction is underway. In addition to the rock sill a
Quickreef® or similar shoreline protection system will be installed along a broad area of the
remaining island system on the east and west sides (this in intended to protect other portions of
the island from washing out which will be inevitable if nothing is done to address this). Island
protection and enhancement is primarily to restore and protect SAV resources, and secondary
environmental benefits include other habitat restoration. The rock protection will provide a
viable oyster substrate and the associated native herbaceous plantings will help stabilize the
island and will provide cover, habitat and food source for birds and marine organisms. The
County proposes erecting reflective navigation hazard signs along the length of the rockwork.
For this proposal we are estimating a potential seagrass mitigation ratio of 7.2 using commonly
measured metrics of seagrass abundance acquired in our surveys and the expectation that the
mitigation site will achieve the same seagrass frequency and abundance as the reference sites
(Table 1). For each site (marina channel impact site, rock sill footprint, and reference site) we
computed; 1) the frequency seagrasses occurred (percent seagrasses present), 2) the total
seagrass percent cover where they occurred (total seagrass cover), and 3) the area (acres). From
these primary metrics we derived a total seagrass abundance metric to account for both how
frequently seagrass occurred over the entire site and the cover where it occurred. We then
0

multiplied this derived metric by the acres at each site to calculate loss (marina channel + rock
sill footprints) or gain (mitigation site). After accounting for the differences in the seagrass
acreage, we divide the gain in seagrass (mitigation site = 4.27) by the loss (boat ramp channel &
rock sill footprint = 0.59) to obtain the mitigation ratio (7.2). Assuming there are no catastrophic
environmental disturbances (e.g., tropical cyclones) that interrupt seagrass colonization of the
mitigation site, the mitigation ratio presented in table 1 (7.2) is a plausible but ambitious long-
term target.
We expect there will be a succession of seagrass colonization of the mitigation site beginning
with relatively rapid and sustained annual seed recruitment of Zostera. Within two years (two
flowering seasons) we expect that the distribution and abundance of eelgrass at the mitigation
site will equal or exceed the impacted sites. In the meantime, there will be a slower rate of
clonal recruitment from the adjacent seagrass meadows by both Halodule and Zostera. We
predict that within five years the loss of a sparse and patchy semi-annual Zostera meadow at the
channel dredge site will be mitigated with a more dense and resilient mixed species seagrass
meadow. Meadow resilience is an important co -benefit of our mitigation proposal. North
Carolina lies at the interface of the temperate (Zostera) and tropical (Halodule) seagrass
bioregions in the western Atlantic Ocean (Bartenfelder et al. 2021). The extremely warm
temperatures limit Zostera growth and abundance in summer, while favoring Halodule. On an
annual basis, a mixed species meadow sustains more productivity, persistent seagrass cover, and
provides habitat and ecological services over longer periods of time than meadows with only one
species.
Monitoring and Success Criteria
The mitigation site will be monitored twice annually for five years following installation of the
rock sill. Seagrass monitoring will occur in April and September in order to assess the presence
and cover of both the temperature species Z. marina and the tropical species H. wrightii. We will
establish 10 equally spaced permanent transects oriented along the north -south axis of the 3.34-
acre site and sample three 0.25 m2 quadrats spaced approximately 5 in apart along each transect.
Seagrass monitoring and metric analyses will follow the same protocols as described in the
earlier sections of this document, with one exception; we will also determine the density of
eelgrass flowering shoots in a subset of a least 25 quadrats in April to assess the reproductive
effort during colonization of the mitigation site. In addition to the seagrass monitoring at the
mitigation site, we will also monitor 10 permanent transects in the reference areas behind the
islands on both sides of the mitigation site to assess whether environmental conditions in the
general area of the mitigation continue to support the growth and abundance of the established
seagrass meadows. The same protocols described earlier will be used in the reference site and
including a subset of quadrats to assess eelgrass reproductive effort in April of each year.
In addition to the seagrass monitoring, we will also record water temperature, tidally corrected
water depths at each sampling station, and the bathymetry of the mitigation site once each year
for the duration of the monitoring period.
7

Success will be assessed at the end of the five-year monitoring period using the total seagrass
abundance metric (Table 1). Assuming the mitigation goal is to replace the seagrass lost in the
dredge channel we calculated the cumulative loss of seagrass over the five year period. Based on
the data in Table 1, the annual total seagrass abundance loss at the boat ramp channel and the
footprint of the rock sill is estimated to be 0.87 (0.73 + 0.14) and therefore, over five years the
total loss in seagrass abundance is 4.35 (5 * 0.87). For each year following the initiation of the
mitigation we will calculate the total seagrass abundance metric at the mitigation site and
calculate the cumulative gain of seagrass abundance each year. Given these data metrics, we
propose three success criteria. First, at the end of five years the abundance of seagrasses at the
mitigation site should at least equal the impacted site and therefore the total seagrass abundance
metric must > 0.87. Second, the mitigation should at a minimum replace the seagrass lost over
the five-year period, therefore at the end of five years, the cumulative gain must be > the
cumulative loss (4.35). The third criteria goes one step further and addresses the challenging
issue of perpetual loss at the impact site for each year beyond the five year monitoring period.
For this, we propose to use the slope of the regression line calculated from the rate of gain at the
mitigation site over the five year monitoring period to project future gains (or no change if the
slope = 0) in abundance at the mitigation site. The cumulative annual total seagrass abundance
predicted from the slope of the regression must equal the cumulative loss at the dredge site.
Human Access and Notice
The restoration area described above will allow people paddling/operating small craft and on
foot access to the SAV Mitigation Area and will not interfere with public trust rights. The
County does not plan to propose restrictions of access, but there is County and NCCF support for
creating a no -wake zone and they will commit to talking to USACE Navigation Branch and US
Coast Guard (USCG) about the ability to due so.
To minimize human impact to the Mitigation Area and the two Reference Areas, the County and
NCCF will install signs on the land at the eastern and western extremes of the island restoration
area that make three statements (in descending type size, provided that the third statement will
not be smaller than one inch in height), "Seagrass enhancement area, [over the statement] Please
do not disturb emergent or submerged plants, [over the statement] See NCCF for additional
information."
References
Bartenfelder A, Kenworthy WJ, Puckett B, Deaton C and Jarvis JC (2022) The Abundance and
Persistence of Temperate and Tropical Seagrasses at Their Edge -of -Range in the Western
Atlantic Ocean. Front. Mar. Sci. 9:917237. doi: 10.3389/fmars.2022.917237
Combs, A.R., Jarvis, J.C., Kenworthy, W.J. 2020. Quantifying variation in Zostera marina seed
size and composition at the species' southern limit in the western Atlantic; Implications for
eelgrass population resilience. Estuaries and Coasts, https:Hdoi.org/10.1007/sl2237-020-00839-
5.
0

Jarvis, J.C.,Moore, K.A., Kenworthy,W.J., 2012. Characterization and ecological implication of
eelgrass life history strategies near the species' southern limit in the western North Atlantic. Mar.
Ecol. Prog. Ser. 444, 43-56.
0

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CARTERET COUNTY
WESTERN BOAT RAMP PROJECT
CAMA MAJOR PERMIT APPLICATION
10 I_1:�:7_� I11l0
April 24, 2023
Prepared by:
Moffatt and Nichol
305 Commerce Ave.
Morehead City, NC 28557
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moffcitt & nichoI

Introduction
Carteret County proposes to construct public boat launch facility on the mainland shoreline of Bogue
Sound (Figure 1). The North Carolina General Assembly has recognized the need for this facility, and has
provided $7.5 million in direct appropriations to help purchase the land and build the facility. The
proposed facility will be located on a 67-acre parcel that is permanently restricted for recreation, and 24
acres have already been placed under permanent conservation easements held by the N.C. Land and
Water Fund. The boat ramp provides a much -needed public access facility to recreational and
commercial boaters within Carteret County, as well as surrounding counties and vacationers from
elsewhere in North Carolina and other states. The proposed location and design of the proposed public
access facility will also help to reduce pressures on other boat ramps on the north shore of Bogue Sound
in, most of which are frequently operating at or above capacity.
Figure 1 Western Carteret Boat Launch Facility Site

Purpose and Need
As was described above, there is a significant need for a public boat launch facility along the mainland
shoreline of Bogue Sound. Carteret County has long desired a public boat launch facility on the
mainland side of Bogue Sound. Currently the nearest existing public facilities are located in Emerald Isle,
Cedar Point, Morehead City and Beaufort (See Figure 2).
Figure 2 Location of Nearest Public Boat Launch Facilities
All of these existing facilities are subject to frequent heavy usage, with the number of users often exceeding the
number of available parking spaces for trailers. To illustrate the usage of these existing launch facilities, a survey of
usage was done on June 26, 2021. The results of this survey, which are shown in Table 1, indicate that several of
these launch facilities operate at or above capacity, especially during busier times of the year.
Ramp �1
Number of
Total Number of
Amount
Time of Survey
Trailer Spaces
Trailers
over/under
(June 26, 2021)
Radio Island
56
96
+40
9:00am
West Beaufort
30
49
+19
10:00am
Visitor Center
33
33
0
11:00am
Cedar Point
38
38
0
9:30am

Emerald Isle 107 101 -6 2:15pm
Total� 264 317 +53 ---
Table 1. Survey of Nearby Public Boat Launch Facilities
As additional documentation of the significant need for a facility of this nature within Carteret County, an
analysis of boater registrations with Carteret County and three adjacent counties (Craven, Jones, and
Pitt) was performed. As Figure 3 shows, in 2020 over 17,000 boats between 16' long and 35' long were
registered in this four -county area. This analysis does not include vessels that might be traveling from
more distant locations for either day trips or vacation stays in the area.
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2011 2012 2013 2014 2015 2016 2017 2018 2019 2020 2021
Year
Figure 3 Boat Registrations per Year for Carteret, Craven, Jones, and Pitt Counties
With this data in mind, Carteret County has determined that there is a very significant public need for a
facility of this type. The proposed facility would reduce pressures on nearby overcrowded public boat
launch facilities, while also providing for greater recreational possibilities for the public. It is for these
reasons that the County considered the proposed facility as providing a significant benefit to the public.

Site Selection Process
Carteret County conducted a search for a property along the mainland shoreline of Bogue Sound that
could serve as the site of a large public boat launch facility. The following criteria were utilized in this
search:
- Site of sufficient size to accommodate an upland basin, multi -ramp facility, and large parking
area,
- Site with the capability of being purchased, and purchased for a reasonable price, and
- Site with limited submerged aquatic vegetation (SAV) coverage in adjacent waters (to
accommodate dredging of new channel).
In searching for a site that met these criteria, the County looked at available SAV map layers available
from the N.C. Department of Environmental Quality. The available SAV mapping data indicated that
there was or had been SAV coverage along much of the Bogue Banks shoreline, with the main exception
being a stretch of shoreline adjacent to what is now the proposed project location. Field inspections
were conducted along this shoreline with limited SAV noted at the time of purchase.
After identifying a property that was devoid of SAV based on State -supplied SAV data, a site was located
that was both large enough to accommodate the desired public boat launch facility, while also being
available for purchase. This property was subsequently purchased by the County with the intention of
placing the proposed facility at this location.
A detailed listing of development activities and their impacts are provided in the permit application
narrative which is provided as a part of this application package.
Project Proposal
The proposed project involves the creation of a public boat launch facility along the mainland shoreline
of Bogue Sound. The individual project components are as follows:
Upland Basin Excavation
An upland basin will be excavated. The upland basin, which will be 1.54 acres in size, will be dug to a
depth of -7.2' NAVD88 (-6.2' target depth plus 1.0' foot of allowable overdredge allowance). The
excavation of the boat basin will result in approximately 28,575 CY of material. The upland basin will be
excavated "in the dry" by leaving an earthen plug between the area to be excavated and the waters of
Bogue Sound. A 24-hour period (minimum) after completion of excavation of the basin will elapse prior
to plug removal to prevent unnecessary siltation into the adjacent waters.
Boat Ramp Facility
The facility will include six launch ramps located within a high ground basin. Each of the six ramps will be
253.5' long. Three 60' by 8' floating piers are proposed between the ramps, and a 100' x 8'
transient/queuing dock is proposed along the northwest side of the new upland basin. A 159-space boat
trailer parking lot is also proposed. Site access to Highway 24 will be covered by way of an entrance road
which was previously permitted by way of Permit No. SAW-2019-02188. The proposed development will
result of 1.37 acres of impervious surface within the 575' Outstanding Resources Water (ORW) Coastal
Shoreline. Stormwater management at the project site will be accomplished through infiltration.

Access Channel
A +/-450' x 50' (bottom width) access channel will be dredged excavated providing vessels access to
deep water and the Atlantic Intracoastal Waterway (AIWW). The proposed dredging will be
accomplished through the use of mechanical (bucket -to -barge) methodologies, with the resulting spoil
material placed in two temporary disposal areas (see permit drawing sheet CE101). The proposed
dredging will result in impacts to +/- 0.78 acres of bottom habitat and will produce approximately 4,625
CY of spoil material.
On -Site Living Shorelines
The proposed project also involves the placement of five Quickreef sills along the shoreline to either side
of the proposed access channel (see permit drawing sheet C-102). The five sills range in length from 79'
to 100 and will all have a width of 5'.
Mitigation
In excavating the basin and channel, there will be unavoidable impacts to coastal wetlands (2,212 sf) as
the high ground basin transitions to the in -water access channel and submerged aquatic vegetation
(SAV) habitat (0.78 acres) within the footprint of the access channel. The proposed project also includes
a compensatory mitigation plan to offset these unavoidable impacts.
Environmental Impacts
Environmental impacts of the proposed project are summarized below:
Upland Impacts
- Total Disturbance Area (Parking Lot and Basin) +/-17.2 acres
- % Impervious within 575' ORW AEC 21.8%
- % Impervious for Entire Property 25.9%
- Parking Lot 28,200 CY
- Upland Basin Excavation 28,575 CY
In -Water Impacts
- Excavation of Coastal Wetlands 2,212 sf
- Excavation of SAV and SAV habitat 0.78 acres
- Dredge Area Impacts (access channel) 33,833 sf
- Dredge Volume (-6.2' NAVD88 w/ 1 foot overdredge allowance) 4,625 CY
Living Shoreline Enhancement
- On -Site Quickreef Sills 464 sf
Off -Site Mitigation (see attached mitigation plan)
Off -Site Living Shoreline +/-0.34 acres
Off -Site Enhanced Marsh Protection (Quickreef Sills @ 2 locations) +/-0.28 acres
Riprap Breakwater +/-0.3 acres

Enhanced Marsh Plantings (2 locations) +/-1.03 acres planted
Overriding Public Benefit
As was described above, the need for a large public boat launch facility on the mainland side of Bogue
Sound has long been recognized. It is therefore strong belief of the County that this project will have a
significant positive benefit to the citizens of eastern North Carolina and should therefore receive special
consideration under the N.C. Coastal Resources Commission's "overriding public benefit" rule (15A NCAC
07H.0208(a)(3). 15A NCAC 07H.0208(a)(3) provides for certain projects to deviate from CRC rules and
standards if the public benefits of the project outweigh the adverse effects of the project, which is
clearly the case here. Additionally, as outlined elsewhere in this narrative, there is no reasonable
alternative available to meet the purpose and need of this project, and significant measures have been
implemented to avoid, minimize and mitigate the impacts associated with the project. Avoidance,
minimization and mitigation measures associated with the project are provided below.
It is for these reasons that Carteret County requests that the proposed project be favorably reviewed
during the Coastal Area Management Act application review process. The County also suggests that
utilizing 15A NCAC 07H.0208(a)(3) should not be considered precedent -setting for other projects in
coastal North Carolina, as the County believes the proposed project has a greater need than elsewhere
in the coastal zone, and the proposed facility will to the County's knowledge be the largest public boat
launch facility in the State.
Avoidance and Minimization Measures
Impact avoidance and minimization measures include the following:
- The project location was originally chosen for purchase by the County based on lack of SAV
(per existing NCDEQ data layers).
- Based upon an analysis of flushing models for various basin design, a modified and
shortened basin was design was chosen to ensure proper flush of the basin. The flushing
model is provided as an addendum to this application package.
- The proposed access channel base width was reduced from a desired 75' base width down
to 50' base width to lessen impacts to shallow bottom and SAV habitat.
- The basin location was chosen in a way that provided for excavation through the narrowest
coastal wetland fringe along the County's property.
- Shellfish surveys conducted at the same time as preliminary SAV surveys indicate no
significant accumulation of shellfish within the area of the proposed new channel. However,
Carteret County does propose to implement a shellfish relocation effort (following
coordination with the N.C. Division of Marine Fisheries) within the area of the new access
channel prior to the initiation of dredging activities.

- The design of the facility was done in a manner that should lead to no shellfish closures in
waters outside of the basin.
- Channel markers (four total) will be utilized to delineate the boundaries of the new channel,
which will help ensure that boats utilizing the facility will not stray into adjacent areas of SAV
(see permit drawing sheet N-101).
In order to limit impacts to adjacent shorelines, coastal wetlands, and SAV habitat, Carteret
County will request that the entrance channel to the new basin be designated as a "No -
Wake Zone" by the N.C. Wildlife Resources Commission.
- Carteret County, in coordination with the N.C. Coastal Federation, will install informational
kiosks and signage on high ground educating the public to the importance of avoiding SAV
impacts.
- The upland basin will be excavated "in the dry" by leaving an earthen plug between the area
to be excavated and the waters of Bogue Sound. A 24-hour period (minimum) after
completion of excavation of the basin will elapse prior to plug removal to prevent
unnecessary siltation into the adjacent waters.
Mitigation
To compensate for the unavoidable loss of approximately 0.78 acres of SAV, a conceptual SAV mitigation
plan, which is attached to this permit application package, has been prepared for this project. This
mitigation plan also provides for the enhancement of coastal wetland using marsh protection
revetments and the planning of 44, 976 sq of marsh planting.
State Water Quality Standards for ORW waters, specifically 15A NCAC 0213.0225 (c)(2) prohibit dredge
activities that would result in a reduction of beds of SAV. The implementation of the attached mitigation
plan will offset any SAV impacts associated with the project, thereby resulting in no overall net loss of
SAV habitat, which should allow the N.C. Division of Water Quality to determine that the proposed
project is not inconsistent with this the ORW Standards.
Miscellaneous
N.C. Division of Water Resources Pre -Filing Notification
Two scoping meetings were held for this project, one on August 18, 2021 and one on November 1, 2022.
The N.C. Division of Water Resources was present at both scoping meetings. Carteret County therefore
understands that the 30-day 401 Water Quality Certification pre -filing requirements have been satisfied.

Compliance with N.C. Environmental Policy Act (SEPA)
In accordance with NCGS 113A-12(6), a review under the North Carolina Environmental Policy Act is not
required for projects requiring a CAMA Major Permit.
Adjacent Property Owner Notifications
The following adjacent riparian property owners have been notified of the proposed development:
N.C. Coastal Federation
3609 Highway 24
Newport, NC 28570
John and Tonya Stanley
205 Madison Court
Swansboro, NC 28584
A signed statement of no objection is attached from the N.C. Coastal Federation. John and Tonya Stanley
have been notified by certified mail (certified mail receipt attached). A copy of the return receipt (green
card) will be provided to your office as soon as it is received.
Fee
A permit application processing fee of $475 will be provided shortly.

N.C. DIVISION OF COASTAL MANAGEMENT ADJACENT RIPARIAN PROPERTY OWNER (ARPO)
NOTIFICATION/WAIVER FORM
HAND DELIVERY
(Top portion to be completed by owner or their agent)
Name of Property Owner: _Carteret County — Western Boat Ramp Project
Address of Property: 241 Morada Bay Drive, Newport, NC 28570
Mailing Address of Owner: 210 Turner Steet, Beaufort, NC 28516
Owner's email: [e-mail]_ Owner's Phone #: _N/A
Agent's Name: _Doug Huggett
Agent's Email: [e-mail]
Agent Phone #: [phone].
ADJACENT RIPARIAN PROPERTY OWNER'S CERTIFICATION
(Bottom portion to be completed by the Adjacent Riparian Property Owner)
I hereby certify that I own property adjacent to the above referenced property. The individual applying
for this permit has described to me, as shown on the attached drawing, the development they are
proposing. A description or drawing, with dimensions, must be provided with this letter.
TM I DO NOT have objections to this proposal (please initial)
I DO have objections to this proposal. (please initial)
If you have objections to what is being proposed, you must notify the N.C. Division of Coastal
Management (DCM) in writing within 30 days of receipt of this notice. Correspondence should be mailed
to 400 Commerce Avenue, Morehead City, NC 28557. DCM representatives can also be contacted at
(zsz) sos-zsos. ��� ��
Signature of Adjacent Riparian Property Owner:
Typed/Printed name of ARPO: Todd Miller for the North Carolina Coastal Federation
Mailing Address of ARPO: 3609 N.C. 24, Newport NC 28570
ARPO's email: [e-mail] ARPO's Phone#: [phone]
Date: 4/13/2023

■ Complete items 1, 2, and 3.
■ Print your name and address on the reverse
so that we can return the card to you.
■ Attach this card to the back of the mailpiece,
or on the front if space permits.
1. Article Addressed to:
111116'IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
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Signature �t /�
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ROY COOPER
Governor
ELIZABETH S. BISER
Secretary
BRAXTON DAVIS
Director
Carteret News Times
Re: Public Notice
Dear Sir:
NORTH CAROLINA
Environmental Quality
6/6/2023
Please publish the attached Notice in the June 11, 2023 issue of the Carteret News Times.
The State Office of Budget and Management requires an original Affidavit of Publication prior
to payment for newspaper advertising. Please send the affidavit, an original copy of the
published notice, and an original invoice to Amanda Cannon, NC Division of Coastal
Management, [e-mail].
Thank you for your assistance in this matter. If you should have any questions, please contact
me at our Morehead City office.
Sincerely,
Amanda Cannon
Coastal Management Representative
Enclosure
cc: Heather Styron, District Manager
Gregg Bodnar, Major Permits Coordinator
D EQ �� North Carolina Department of Environmental Quality I Division of Coastal Management
Morehead City Office 1 400 Commerce Avenue I Morehead City, North Carolina 28557
NORTH CAROLINA
oePenmemmennonmemeioumN /� 252.515.5400

NOTICE OF FILING OF APPLICATION FOR CAMA
The Department of Environmental Quality hereby gives public notice as required by NCGS
113A-119(b) that an application for a development permit in an Area of Environmental
Concern as designated under the CAMA was received complete on 5/19/2023. According to
the application submitted by Carteret County to develop a 6-ramp public boat ramp and
mitigation area at 241 Morada Bay Dr, Newport. A copy of the entire application may be
examined or copied at the office of Wayne Hall, NC Division of Coastal Management, located
at 400 Commerce Avenue, Morehead City, NC, [phone] during normal business
hours. Comments mailed to Braxton C. Davis, Director, Division of Coastal Management,
400 Commerce Avenue, Morehead City, N.C. 28557, prior to 6/30/23 will be considered in
making the permit decision. Later comments will be accepted and considered up to the
time of permit decision. Project modification may occur based on review and comment by
the public and state and federal agencies. Notice of the permit decision in this matter will
be provided upon written request.
PUBLISHED ON: 6/10/2023
D EQ �� North Carolina Department of Environmental Quality I Division of Coastal Management
Morehead City Office 1 400 Commerce Avenue I Morehead City, North Carolina 28557
NORTH CAROLINA
oePenmemmennonmemeioumN /� 252.515.5400

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2023-04-07
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0
RALEIGH, NC 27609
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Plotted 417120234.33PU by MORGAN, NEKOL; Saved
41712023226PM by
NMORGAN
Deslgnetl by:
Date:
Rev.
6]00 FALLS OF NEUSE RD, SUITE 300
MEFIMAP
2023