20120184 Ver 2_CAMA Application_20231017

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
Envranmen ral
Quality
1. APPLICANT'S NAME: YMCA Of the Triangle Area, Inc.
2. LOCATION OF PROJECT SITE: 2744 Seafarer Rd Arapahoe, NC 28510
Longitude:-76.85174 Latitude: 35.00031
3. INVESTIGATION TYPE:
4. INVESTIGATIVE PROCEDURE:
Date of Visit Purpose of Visit Applicant Present?
5. PROCESSING PROCEDURE:
Application Received
Application Complete
Regional Office
9/13/2023
9/27/2023
DCM - Washington Regional Office
6. SITE DESCRIPTION:
(A) Local Land Use Plan: PAMLICO, Pamlico County
Land Classification from LUP: Land Classification From LUPs
(B) AEC(s) Involved: Estuarine and Ocean System, Public Trust Shoreline, Public Trust
Areas, Estuarine Waters
(C) Water Dependent: Yes
(D) Intended Use: Public/Government
(E) Wastewater Treatment:
Existing: N/A
Planned: N/A
(F) Type of Structures:
Existing: Boat Ramp, Boat ramp, Excavation(maintenance), Piers (Ocean and
Estuarine) and Docking Facilities, Boat basin(slip), Boat slips, Finger pier, Pier or dock,
Covered Platform, Shoreline Stabilization, Bulkhead(below MHW/NHW vinyl),
Riprap(below MHW/NHW), Upland Development, Campground, Highway/street, Misc.
building, Non-resident. bldg./mix use, Parking lot, Retaining wall
Planned: Excavation, Access channel(canal), Excavation(maintenance), Spoil,
Basin, Piers (Ocean and Estuarine) and Docking Facilities, Boat lift, Boat slips, Finger
pier, Floating structure, Gazebo, Pier or dock, Shoreline Stabilization, Bulkhead(vinyl)
(G) Estimated Annual Rate of Erosion: N/A
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
D Shallow Bottom
191664
3732
(E) High Ground
(F) Non -Coastal WL
(E) Total Area Disturbed: 191664 ft2
Field Investigation Report: YMCA Of the Triangle Area, Inc.
DCM Major Permit
Page 11

(F) Primary Nursery Area: No
(G) Water Classification: SW: Swamp Waters; SB: Primary Contact Recreation, Tidal
Salt Water; NSW: Nutrient Sensitive Waters
Open to Shellfishing: No
Field Investigation Report: YMCA Of the Triangle Area, Inc.
DCM Major Permit
Page 12

8. PROJECT SUMMARY:
YMCA of the Triangle Area, Inc.
YMCA Camp Seafarer
2744 Seafarer Road
Pamlico County
Davey Resource Group, on behalf of YMCA of the Triangle Area, Inc., has submitted an
application for the installation of a floating dock with 8 transient/non-formalized boat slips, 7
finger piers with adjoining wet slips, 2 boat lifts, a covered platform and 100' of bulkhead
behind existing riprap. In addition, applicant is proposing renovations to existing water
dependent structures, and maintenance dredging of the existing boat ramp area, channel, and
basin, The property is located at 2744 Seafarer Road, adjacent to the Neuse River in the Town
of Arapahoe, Pamlico County.
9. NARRATIVE DESCRIPTION:
The property is an ±346-acre parcel owned by Camp Seafarer, which operates as a summer
camp for the YMCA and includes a network of buildings, roads, and associated infrastructure.
It is partially vegetated with native trees, shrubs, and grasses. The property has ±11,850 linear
feet of shoreline adjacent to Mill Creek and the Neuse River, with coastal wetlands adjacent to
the headwaters of Mill Creek. Mill Creek ranges from 70' to 130' in width with water depth of
approximately 5' below normal water level at the site of construction. The Neuse River is ±
18,480' in width and can reach depths of 12' below normal water level. No submerged aquatic
vegetation or shellfish resources are located at the project location.
The project site will encompass a 4.4-acre area on the southeast side of the parcel. Existing
structures include a ±33,600 ft2 man-made basin stabilized by ± 532' of existing bulkhead and
a 127' retaining wall along the northwest side. There is a 10' x 120' walkway along the
southwest boundary of the basin and a 6' x 158' walkway that runs along the northeast part of
the basin that includes four existing 4' x 20' finger piers with 8 permanent wet slips. The
existing walkway and bulkhead continue northeast along Mill Creek for ± 82' before they
terminate at the southwest side of an existing 25' x 50' boat ramp. An additional 6' x 98'
walkway begins at the northern edge of the boat ramp, running northeast along Mill Creek. An
existing bulkhead runs congruent with the walkway for f 55' before terminating at a 35'
wingback. Additional structures include ± 1,333' of riprap stabilizing the shoreline along the
Neuse River and ± 190' of riprap stabilizing the shoreline along Mill Creek that transitions in
to a ± 230' riprap jetty. There was previously a 9,545 ft2 boathouse installed over the existing
basin that has since been removed.
The adjacent riparian property to the west is a vacant and undeveloped lot zoned as residential.
The riparian property to the east is located on the eastern side of Mill Creek and is a residential
development sparsely populated by single-family structures, several vacant lots, and coastal
wetlands along the creek. The adjacent property to the north is a vacant and undeveloped lot
owned by the Weyerhaeuser Company. Previous permitting history includes a major permit,
CAMA Major Permit No. 45-12, for maintenance dredging, a bulkhead, upland construction,
and facility expansion.
Field Investigation Report: YMCA Of the Triangle Area, Inc.
DCM Major Permit
Page 13

Mill Creek is an inland water body, as designated by the Division of Marine Fisheries and the
Wildlife Resource Commission, and is classified as SC, Sw, NSW by the Environmental
Resource Commission. The Neuse River is a coastal water body, as designated by the Division
of Marine Fisheries and the Wildlife Resource Commission, and is classified as SB, Sw, NSW
by the Environmental Resource Commission. The property is subject to the Neuse Riparian
Buffer rules administered by the N.C. Division of Water Resources. Mill Creek the Neuse
River are both designated as closed to shell fishing and are not a Primary Nursey Area.
10. PROJECT DESCRIPTION:
The applicant is proposing to remove the ± 278' of wooden boardwalk on either side of the
basin, which will be replaced by a f 589' boardwalk made of marine slat on all sides. The
southwest side will be the only portion of the boardwalk constructed over the water, with the
rest of the boardwalk installed on the landward side. Beginning at the southwest side of the
basin, a 6' x 204' boardwalk will be installed that will feature five 4' x 20' finger piers and 13
pilings to accommodate 10 wet slips. Of the ten wet slips, numbered 21-30, slip 22 and slip 23
will each contain a 12.5' x 12.5' boatlift. Adjacent and perpendicular to the southwest
boardwalk, a 1' x 100' vinyl bulkhead will be installed behind the existing riprap adjacent to
Mill Creek. A 11.5' x 140' boardwalk will be constructed on the northwest side of the basin
that will have a 30' x 30' gazebo constructed at its center. A ramp, for foot traffic, will be
installed under the gazebo that will lead from the proposed boardwalk to an 8' x 100' floating
dock with 8 transient/ non -formalized wet slips. Along the northeast side of the basin, a 6' x
245' boardwalk will be constructed that proposes two additional 4' x 20' finger piers that will
accommodate 4 wet slips. The four existing 4' x 20' finger piers with 10 pilings and 8 wet slips
will remain along the northeastern boardwalk and will have portions repaired or replaced as
needed. The boardwalk and bulkhead extending from the northeast corner of the basin along
Mill Creek will have portions repaired or replaced as needed. A portable pump -out is proposed
that will be located in an existing storage building nearby.
In addition to the water dependent structures, applicant is proposing maintenance dredging of
the ramp, basin, and access channel. For the ramp and adjacent portion of Mill Creek, applicant
proposes to dredge an area with the dimensions of 60' x 120'. The current depths range from -
1.4' to -6' below NWL and the proposed dredge depth is - 6' below NWL, which will generate
approximately 1,000 yd3 of spoil. For the basin and access channel, the applicant proposes to
dredge an area of 140' x 240' for the basin, and 110' x 1,400' for the access channel and the
current depths range from -5' to -6' below the NWL. The proposed dredge depth for the basin
and access channel is - 8' below the NWL, with the channel connecting to depths of
approximately - 8.5' below NWL. This will generate approximately 20,000 yd3 of spoil. The
spoil will be placed at an existing and previously approved 200' x 200' x 12' upland spoil
disposal site located in the northeast quadrant of the property.
11. ANTICIPATED IMPACTS:
The project as proposed for the boardwalk and finger piers will shade ± 3,732 ft2 of the creek
Field Investigation Report: YMCA Of the Triangle Area, Inc.
DCM Major Permit
Page 14

bottom, decreasing the existing shaded impact by approximately ± 7,333 ft2. The maintenance
excavation will remove 191,664 ft2 of benthic habitat and will generate 21,000 yd3 of spoil. Spoil
will fill a 40,000 ft2 area of uplands outside of the 50' Neuse River buffer and 30' CAMA
setback. A silt screen will be utilized to minimize sediment discharge during spoil deposition if
needed. The installation of 4,160 ft2 of boardwalk along the landward side of the basin and Mill
Creek, and the construction of the 100 ft2 vinyl bulkhead, will impact the 50' Neuse River buffer
and the 30' CAMA setback, but no fill is expected to be placed below water level. There are no
other upland activities anticipated. Total area disturbance totals are projected for f 4.4 acres at
± 191,664 ft2. This project will result in temporary turbidity from the maintenance excavation
and localized turbidity for the construction of the southwest boardwalk and the seven finger
piers.
Name: Jessica Thomas Date: 10-16-2023 Office: DCM - Washington Regional Office
Field Investigation Report: YMCA Of the Triangle Area, Inc.
DCM Major Permit
Page 15

Permit Application Report
Application ID
Application Type
Submitted
App Complete
Deadline
Decision
Expiration
PA-1181
DCM Major Permit
09-13-2023
09-27-2023
12-11-2023
Primary Applicant Information
Applicant Type
Title
Business Name
Name
Email
Business Phone
Mobile
Phone
Business/Company
YMCA Of the
YMCA Of the
mike.askew@seagull-
919-719-9622
Triangle Area, Inc.
Triangle Area,
seafarer.org
Inc.
Physical Address
Mailing Address
Street 1
City
State
Zip
Street 1
City
State
Zip
2744 Seafarer Road
Arapahoe
NC
28510
801 Corporate Center
Raleigh
NC
27607
Drive
Registered Agent Information
Agent Type
Title
Business Name
Name
Email
Business Phone
Mobile Phone
Business/Company
Davey Resource
Group
Davey Resource
Group
[e-mail]
9104520001
9104520001
Physical Address
Mailing Address
Street 1
City
State
Zip
Street 1
City
State
Zip
3805 wrightsville ave,
ste 15
wilmington
NC
28403
3805 wrightsville ave,
ste 15
wilmington
NC
28403
Project Information
Project Name
Project Type
Disturbed Land Area (Sq Ft/Acres)
YMCA - Camp Seafarer
Public/Government
191664 Sq. Ft. / 4.4 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: CAMA Major 45-12, YMCA of the Triangle, Inc. Camp Seafarer,
May 9 2012 CAMA General Permit 88170, Camp Seafarer, March 20 2023 CAMA Minor 23-024, Camp Seafarer, May 24 2023
Project Location Information
Address
County
River Basin
Subdivision
County Parcel ID
Latitude
Longitude
2744 Seafarer Rd Arapahoe,
NC 28510
Pamlico
Neuse
6446327429000
35.00031
-76.85174
Project Discharges to State Waters
Discharge Type
Surface Sanitary
Runoff Wastewater
Industry/Commercial
I Effluent
Vessel
Wash Down
Residential
other
Wastewater/Stormwater Discharged Into Wetland?
Discharge Same Salinity as Receiving Waters
Is There Any Mitigation Proposed
False
False
False
Detailed Description of the Existing Development Located on the Property
Existing Man -Made Features:
The property operates as a summer camp for the YMCA and includes a network of buildings, roads, and associated infrastructure.
Water dependent structures include existing walkways and fixed piers, bulkheads, and mooring pilings.
Existing Land Uses:
The property operates as a summer camp for the YMCA and includes a network of buildings, roads, and associated infrastructure.
Existing Wastewater Treatment/Disposal:
Municipal
Solid Waste/Fish Offal/Trash Disposal:
Municipal
Use and Daily Operations of the Project When Complete

Proposed Development Purpose:
See Attachment.
Buildings/Facilities/Units/Structures:
Multiple. The property operates as a summer camp for the YMCA and includes a network of buildings, roads, and associated
infrastructure.
Use & Daily Operations:
The proposed docking facility expansion, walkway installation, maintenance dredging, and seawall installation will stabilize uplands
and provide enhanced water access to patrons of the summer camp.
Construction Methodology & Equipment:
Typical fixed pier, floating dock, and gazebo construction and methodologies will be used. Concrete marine slat will be used instead
of wood to eliminate the potential for splinters or exposed nail injuries. Naval style vinyl sheet pile will be used for the proposed
seawall. Dredging maintenance events will occur with either bucket to barge or hydraulic methodologies, depending on the
contractor and maintenance volume required at the time. Equipment will be stored onsite if needed.
Development Activities Narrative Specifics:
see Htiacnm�
Application Narrative:
The project is located on the Neuse River at 2744 Seafarer Road in Arapahoe,
Pamlico County. The parcel operates as the YMCA Camp Seafarer and is partially
vegetated with native trees, shrubs and grasses. Previous CAMA permits on the
subject property allowed construction of bulkheads / seawalls, docks, and
dredging and were authorized under CAMA Major 42-12, General Permit 88170, and
Minor 23-024. A total of 10 wet slips currently exist. Existing water
dependent structures and water depths in the project area were surveyed by TI
Coastal Services Inc. on May 9, 2023, are relative to Mean Low Water NAVD88, and
represent conditions present at that time. The shoreline at approximate normal
high water is 11,850'. An existing maintained channel that varies in width from
approximately 80' to 110' provides access to the basin. Waters in the project
area are classified as SB; Sw, NSW and are not open to shellfishing. The area
is not PNAThe project is located on the Neuse River at 2744 Seafarer Road in
Arapahoe, Pamlico County. The parcel operates as the YMCA Camp Seafarer and is
partially vegetated with native trees, shrubs and grasses. Previous CAMA
permits on the subject property allowed construction of bulkheads / seawalls,
docks, and dredging and were authorized under CAMA Major 42-12, General Permit
88170, and Minor 23-024. A total of 10 wet slips currently exist. Existing
water dependent structures and water depths in the project area were surveyed by
TI Coastal Services Inc. on May 9, 2023, are relative to Mean Low Water NAVD88,
and represent conditions present at that time. The shoreline at approximate
normal high water is 11,850'. An existing maintained channel that varies in
width from approximately 80' to 110' provides access to the basin. Waters in the
project area are classified as SB; Sw, NSW and are not open to shellfishing.
The area is not PNA.
The project area is located on the southeast portion of the tax parcel at the
existing boat basin. The applicant proposes replacement of a current wooden
boardwalk with concrete marine slat, removal of an existing wooden boardwalk,
and installation of two additional marine slat boardwalks. The northeast
boardwalk will measure 6' wide x 245' long. The northwest boardwalk will
measure 11.5' wide x 140' long. The southwest boardwalk will measure 6' wide x
204' long. To stabilize uplands, installation of a naval style vinyl sheet pile
measuring 1' wide x 100' long behind the existing rip rap is proposed at the
southeast corner of the existing boat basin. A covered gazebo measuring 30'
wide x 30' long (roofline) is proposed on the northwest boardwalk and will
provide cover and access to an 8' wide x 100' long floating dock. The floating
dock will generate 8 temporary loading / unloading wet slips. A total of 10 wet
permanent slips currently exist within the boat basin. A total of 22 permanent

wet slips with 13 tie pilings are proposed. 8 temporary loading / unloading are
proposed at the floating dock. Two boat lifts are also proposed. Erosion
during construction will be controlled with silt fence or other erosion control
measures. See attachments for details.
Due to water depths in the project area, maintenance dredging is proposed. All
available permitting history was not supplied when requested from DCM. However,
dredging, bulkhead, upland construction, and facility expansion was authorized
under CAMA Major 45-12. Proposed ramp maintenance dredging to a depth of -6'
MLW will generate approximately 1,000 cubic yards of spoil. Proposed basin and
access channel maintenance dredging to a depth of -8' MLW will generate
approximately 20,000 cubic yards of spoil. Maintenance events will occur with
either bucket to barge or hydraulic methodologies, depending on the contractor
and maintenance volume required at the time. Spoil will be placed on a
previously authorized onsite disposal area measuring approximately 200' wide x
200' long and 12' high. If necessary, a silt screen will be deployed to
minimize sediment discharge during spoil deposition. See attachments for
details.
Additionally, the applicant is proposing replacement of existing water dependent
structures (bulkhead, walkways, fixed piers) in place as needed due to
degradation or storm impacts.
The project proponent hereby certifies that all information contained herein is
true, accurate, and complete to the best of my knowledge and belief.
Additionally, the project proponent hereby requests that the certifying
authority review and take action on this CWA 401 certification request within
the applicable reasonable period of time
Boat Ramp Development Activity Included: False
Shoreline Stabilization Development Activity Included: True
Has There Been Erosion in the Preceding 12 Months Amount of Erosion (Feet Within the Past 12 Months)
False
Source of Erosion Amount Information
Shoreline Stabilization
Type of Stabilization
Describe "Other" Stabilization
Other
Seawall
Type of Stabilization Material
Describe "Other" Stabilization Material
Vinyl
Length
Width
Avg Distance Waterward of NWH/NWL
Max Distance Waterward of NHW/NWL
100
1
0
0
Sq Ft of Fill to be Placed Below Water Level
Type of Fill Material
Source of Fill Material
0
none
How Will Fill Material be Kept on Site and Erosion Controlled
none
Will Wetlands be Crossed in Transporting Equipment to Project Site
Explain Steps Taken to Avoid/Minimize Environmental Impact
False
Living Shoreline Development Activity Included: False
Piers & Docking Facilities Development Activity Included: True
Docking Facilities Details

Facility Use
# of Tie Pilings
Existing Slips
New Slips
Public/Government
13
8
22
Piers & Docking Facility Structures
Structure Type
Length
Width
Quantity
Boatlift
12.5
12.5
2
Fixed Platforms
30
30
1
Fixed Piers
245
6
1
Fixed Piers
140
11.5
1
Fixed Piers
204
6
1
Fixed Finger Piers
20
4
7
Floating docks
100
8
1
Freestanding Moorings & Buoys Associated With This Docking Facility
Structures Consistent With Water Use Plan Existing Freestanding Moorings & Buoys Slips New Freestanding Moorings & Buoys Slips
False
Buoy Details:
Moorings & Buoys Details
Mooring or Buoy Distance From Shoreline Arc of Swing Water Depth
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
21000
191,664.00
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)
Submerged Aquatic Vegetation (SAV)
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
Boat Basin
210.00
60.00
5.00
6.00
Boat Basin
240.00
140.00
4.00
8.00
Access Channel (NWL or
NLW)
1,400.00
100.00
5.00
8.00
Excavation Disposal Area Details
Disposal Area Name
Available for Maintenance
Location of Disposal Area
Do You Claim Title
YMCA Camp Seafarer
I Yes
Onsite
Yes
Is Disposal Area Within Area of Environmental Concern
Disposal Area Length
Disposal Area Width
No
200.00
200.00
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
Silt fence or other erosion control measures, earthen berm, mesh silt curtain if required
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: False
Other Fill Below Water Level Development Activity Included: False
Stormwater Structures Development Activity Included: False
"Upland Development" Development Activity Included: 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)
Typical Boat Length
Other Boat Type (Describe)
Open runabout; Sail boat; Personal water craft;
20
Non -motorized; Other
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)
2700
5200
120
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)
18480
4
2
5
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
False
Marina Development Activity Details Required
Marina Details
These questions are applicable if there are a combined number of slips of 10 or more across all development activities
Repair or Maintenance
Services
Travel Lift
and/or Rail
Fuel & Marine
Supplies
Dry Storage (# of Boats)
Lease of Slips
Other Services
False
False
False
20
False
False
Detailed Plan - Location of Repair/Maintenance Services & Efforts to Contain Debris/Runoff From Entering Adjacent Wetlands/Water Bodies
Provide a Detailed Plan of the Location of Fuel Handling Facilities & Describe Safety Measures Planned to Protect Water Quality
Other Services (Detailed Description)
Industrial Pollutants Being Used (Paint, Sandblasting Waste,
Petroleum Products, Vessel Maintenance Operations)
Industrial Pollutants Management Plan
False
# of Toilets
# of Showers
Location of Toilets
Boat Holding
Tank Pumpouts
Existing
Pumpouts
Proposed
Pumpouts
Pumpouts —Location of Each
Pumpouts —Type of Each
True
0
1 1
Existing storage building
Portable pumpout
How Will Overboard Discharge of
Sewage From Boats be Controlled
Number of Channel Marker
or No Wake Signs Proposed
Provide Details to the Type of Signage and Location of the Signs
0
Marina Safety Policy on
Overnight & Live Aboard Storage
Marina Located Within or Close
Proximity to Shellfish Lease
Shellfish Lease
Proximity to Marina
Shellfish Leasholder(s) Name &Address

none I False

Permit Class
NEW
Permit Number
45-12
STATE OF NORTH CAROLINA
Department of Environment and Natural Resources
and
Coastal Resources Commission
Vermt,ft
for
X Major Development in an Area of Environmental Concern
pursuant to NCGS 113A-118
X Excavation and/or filling pursuant to NCGS 113 -229
Issued to YMCA Of The Triangle, Inc. (Camp Seafarer), 801 Co orate Center Drive Suite 200 Raleigh, NC 27607
Authorizing development in Pamlico County at Mill Creek 2744 Seafarer Road
AraDahoe , as requested in the permittee's application dated i/7/12 (MP 11 M
and MP-4), including the att' d workplan drawings (6), 1 A, 1 B, 2B dated 11 / 15/ 11, 2A dated 11 /7/ 11 and 3A and 3 B dated 11 /9/ 11
This permit, issued on May 9. 2(112 , is subject to compliance with the application (where consistent
with the permit), all applicable regulations, special conditions and notes set forth below. Any violation of these terms may
be subject to fines, imprisonment or civil action; or may cause the permit to be null and void.
Excavation
1) In order to protect juvenile finfish resources, no excavation shall be permitted between April 1 and
September 30 of any year without prior approval of the Division of Coastal Management in
consultation with the Division of Marine Fisheries.
2) Because the dredge material is being removed from an area that is closed to the taking of shellfish,
discharges from the dewatering of spoils near to the camp swimming and boating areas between
April 1 and October 31 will cause a swimming advisory to be posted. Please contact the Division of
Marine Fisheries —Shellfish Sanitation and Recreational Water Quality Section [phone] prior
to dredging any activity for this determination.
(See attached sheets for Additional Conditions)
This permit action may be appealed by the permittee or
other qualified persons within twenty (20) days of the issuing
date. An appeal requires resolution prior to work initiation or
continuance as the case may be.
This permit must be accessible on -site to Department
personnel when the project is inspected for compliance.
Any maintenance work or project modification not covered
hereunder requires further Division approval.
All work must cease when the permit expires on
December 31, 2015
In issuing this permit, the State of North Carolina agrees
that your project is consistent with the North Carolina Coastal
Management Program.
Signed by the authority of the Secretary of DENR and the
Chairman of the Coastal Resources Commission.
Briton avis, Director
Division of Coastal Management
This permit and its conditions are hereby accepted.
Signature of Permittee

YMCA Of The Triangle, Inc. (Camp Seafarer) Permit #45-12
Page 2 of 4
ADDITIONAL CONDITIONS
3) No excavation shall take place outside the area indicated on the attached workplan drawings.
4) Excavation shall not exceed -8 feet below the normal water level. In no case shall the depth of
excavation exceed the depth of the connecting waters. Overdredging is specifically prohibited.
5) Following completion of the excavation, the Permittee shall document the as -built contours and depths
of the channel, and a copy of this document shall be provided to the Army Corps of Engineers and the
North Carolina Division of Coastal Management.
6) The temporary placement or double handling of excavated materials within waters or vegetated wetlands
is not authorized.
7) In order to prevent leakage, dredge pipes shall be routinely inspected. If leakage is found and repairs
cannot be made immediately, pumping of material shall stop until such leaks are fixed.
NOTE: The permittee's contractor is advised to contact the U.S. Coast Guard at (910),815-4895, ext. 108
to discuss operations and appropriate -lighting, markers, etc. for all dredge equipment.
Spoil Disposal
8) All excavated materials shall be confined above normal water and landward of regularly or irregularly
flooded marsh behind adequate dikes or other retaining structures to prevent spillover of solids into any
marsh or surrounding waters.
9) The disposal area effluent shall be contained by pipe, trough, or similar device to a point at or beyond
the normal water level to prevent gully erosion and unnecessary siltation.
10) The terminal end of the pipeline shall be positioned at or greater than 50 feet from any part of the dike
and a maximum distance from spillways to allow settlement of suspended sediments.
11) A water control structure shall be installed at the intake end of the effluent pipe to assure compliance
with water quality standards.
12) The diked disposal area shall be constructed a sufficient distance from the normal water level or any
marsh to eliminate the possibility of dike erosion into surrounding wetlands or waters.
13) The spoil area shall be inspected and approved by the Division of Coastal Management prior to the
beginning of any dredge activities.

YMCA Of The Triangle, Inc. (Camp Seafarer) Permit #45-12
Page 3 of 4
ADDITIONAL CONDITIONS
Sedimentation and Erosion Control
NOTE: An Erosion and Sedimentation Control Plan will be required for this project. This plan must be
filed at least thirty (30) days prior to the beginning of any land disturbing activity. Submit this
plan to the Department of Environment and Natural Resources, Land Quality Section, 943
Washington Square Mall, Washington, NC 27889.
14) In order to protect water quality, runoff from construction shall not visibly increase the amount of
suspended sediments in adjacent waters.
15) Appropriate sedimentation and erosion control devices, measures or structures shall be implemented to
ensure that eroded materials do not enter adjacent wetlands, watercourses and property (e.g. silt fence,
diversion swales or berms, etc.).
16) Aground cover sufficient to restrain erosion shall be provided within 30 calendar days of completion of
any phase of grading on cut or filled slopes. At a minimum, a silt fence shall be properly installed
immediately landward of the bulkhead cap immediately following completion of backfilling activities.
Bulkhead
17) The authorized bulkhead shall adhere to the alignment depicted on the attached workplan drawings.
18) The alignment of the permitted bulkhead shall be staked by the permittee and approved on site by a
Division of Coastal Management representative prior to initiation of construction.
19) The bulkhead shall be constructed prior to any backfilling activities.
20) The temporary placement or double handling of fill materials within waters or vegetated wetlands is not
authorized.
21) The bulkhead shall be structurally tight so as to prevent seepage of backfill materials through the
structure.
22) The bulkhead shall be solid and constructed of treated wood, concrete slabs, metal or vinyl sheet piles,
or other suitable materials approved by Division personnel.
23) All backfill material shall be clean and free of any pollutants except in trace quantities.
Upland Development
24) Unless specifically altered herein, this permit authorizes the grading and other land disturbing activities
associated with the development of the above referenced property, including the 4' wide boardwalk, all
as expressly and specifically set forth in the attached permit application and workplan drawings. Any
additional land disturbing activities and/or construction may require a modification of this permit.
Contact a Division of Coastal Management representative at [phone] for this determination.

YMCA Of The Triangle, Inc. (Camp Seafarer) Permit #45-12
Page 4 of 4
ADDITIONAL CONDITIONS
Docking Facility Expansion
25) The permit authorizes 1 additional boatslip for a total of 10 formalized boatslips at the docking facility.
General
26) The permittee understands and agrees that, if future operations by the United States requires the
removal, relocation, or other alteration of the structure or work authorized by this permit, or if in the
opinion of the Secretary of the Army or his authorized representative, said structure or work shall cause
unreasonable obstruction to free navigation of the navigable waters, the permittee will be required, upon
due notice from the Corps of Engineers, to remove, relocate or alter the work or obstructions caused
thereby, without expense to the United States or the state of North Carolina. No claim shall be made
against the United States or the state of North Carolina on account of any such removal or alteration.
27) This permit shall not be assigned, transferred, sold, or otherwise disposed of to a third party without the
written approval of the Division of Coastal Management.
28) The permittee and/or his or her contractor shall meet with a representative of the Division prior to
project initiation.
NOTE: This permit does not eliminate the need to obtain any additional state, federal or local permits,
approvals or authorizations that may be required.
NOTE: The N.C. Division of Water Quality has authorized the proposed project under DWQ Project No.
12-0184.
NOTE: The permittee is advised that many development or land disturbing activities are not allowed
within the Environmental Management Commission's Neuse River basin. Contact a
representative of the Division of Water Quality at [phone] for more information
concerning allowable uses within the Neuse River Buffer.
NOTE: The U.S. Army Corps of Engineers authorized the proposed project under COE Action Id. No.
SAW-2012-003 97, which was issued on 5/4/ 12.

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: YMCA of the Triangle Area, Inc. - Camp Seafarer
2. LOCATION OF PROJECT SITE: The project is located at 2744 Seafarer Road
(NCSR 1117) adjacent to the Neuse River near Arapahoe, Pamlico County.
Photo Index-2006: 74-8408, grids N-16, 0-16; 2000:74-887, grids M-16, N-16.
State Plane Coordinates - X: 805611.193 Y: 140165.594
Latitude: 34 59 39.97 Longitude: -76 51 09.25
3. INVESTIGATION TYPE: CAMA/D&F
4, INVESTIGATIVE PROCEDURE: Date of Site Visit - several since 2/2/11
Was Applicant/Agent Present -Yes
Photos Taken - Yes
5. PROCESSING PROCEDURE: Application Received - cc: 2/13/12
Office - MHC
6. SITE DESCRIPTION:
(A) Local Land Use Plan - 2005 Pamlico County (01/28/05)
Land Classification from LUP -- Rural with Services
(B) AEC(s) Involved: ES, EW, PTA
(C) Water Dependent: Yes
(D) Intended Use: Commercial
(E) Wastewater Treatment: Existing - on site facility
Planned - none r
(F) Type of Development: Existing - typical youth camp facilities and infrastructure
(i.e. cabins, cafeteria, access roads, docks, etc.)
Planned - Maintenance dredging, bulkhead, and dock
reconfiguration
(G) Estimated Annual Rate of Erosion: NIA
Source - NIA
7. HABITAT DESCRIPTION: DREDGED FILLED INCORP/SHADED
(A) High Ground 44,200 ft'
(B) Shallow Bottom 1193,510 ft2 2,750 ftz 2,925 ftZ incorp
(E) Total Area Disturbed: 143.385 ft2
(F) Primary Nursery Area: No
(G) Water Classification: SC; Sw, NSW Open: No
(H) Cultural Resources: none
8. Project Summary: The applicant wishes to perform maintenance excavation of the existing
channel into Mill Creek, and to construct a vinyl bulkhead for shoreline stabilization, with a
boardwalk cap. The boardwalk cap will then replace/reconfigure a portion of the existing
marina.

Field Investigation Report:
Yf Camp Seafarer
Page 2
9. Narrative Description:
Camp Seafarer is a commercial summer youth camp owned and operated by the YMCA of the
Triangle Area, Inc. It is located at 2744 Seafarer Road (SR 1117) in Arapahoe, Pamlico County.
The property is approximately 345 acres. It abuts the Neuse River and Mill Creek. The adjacent
properties are developed with single family residences.
The camp has approximately 11,270' of shoreline along the Neuse River and Mill Creek. This
area at the mouth of Mill Creek is the focus of the proposed work on the property. (Therefore,
this Field Report will limit its focus to that area). There is a boathouse and marina basin at the
mouth of Mill Creek along the southeast property boundary. Immediately north of the basin is a
boat ramp and dilapidated rail haul out basin. The shoreline of the marina basin to the boat ramp is
armored with rip rap. This rip rap is failing to prevent further erosion of the high ground and is
sloughing off into the basin and Mill Creek. There is a rip rap groin on the west side of the mouth
of Mill Creek.
The average elevation of the high ground of the parcel is + 15' above the normal water level (nwl).
Vegetation on this particular tract is mainly comprised of lawn grasses and then coastal wetlands
adjacent to the headwaters of Mill Creek. There is a defined channel at the mouth of Mill Creek
leading into the Neuse River; previously dredged for Camp Seafarer (ref. CAMA Major Permit
#99-87). Water depths in the channel range from about -2' to -7' nwl.
Mill Creek is approximately 65' across at this location. This area is a part of the Neuse River
basin. It is subject to wind driven tides. These Estuarine Waters of the Neuse River are not
classified as a Primary Nursery Area and there is no submerged aquatic vegetation (SAV) present
in the area of the proposed development. SAV has been documented immediately upstream from
this area. This waterbody is closed to shellfish harvest and is classified as SC; Sw, Nutrient
Sensitive Waters. There are Coastal Wetlands immediately adjacent to the proposed project area
(north of the haul out basin). This proposal is subject to the DWQ Neuse River Riparian Buffer
Rules.
10. Proposed Development:
The applicant wishes to replace the rip rap adjacent to the marina basin and boat ramp with vinyl
bulkhead. The applicant's rip rap revetment has failed during major storm events. The applicant
also wishes to maintenance dredge the existing Mill Creek channel and reconfigure a portion of its
marina. In reconfiguring this section of the marina basin dockage, the applicant will be able to add
an additional slip within the same footprint. The applicant wishes to bulkhead and backfill in the
old haul out basin because it is no longer used.
The maintenance dredging of the access channel, which connects the marina basin to the Neuse
River, will be performed utilizing hydraulic means. The previously dredged access channel is
1,039' long and 90' wide. It will be dredged back down to -8.0' deep (NWL). This would result
in the removal of approximately 10,000 cubic yards of benthic habitat. The spoil material would
Brad Connell February 16, 2012 Morehead City

Field Investigation Report:
Camp Seafarer
Page 3
be pumped to the existing spoil site on high ground (ref. LAMA Major Permit #99-87). The
existing 40,000-square foot spoil disposal area is approximately 800' north of the existing boat
ramp on Mill Creek. This existing spoil disposal site should adequately contain the dredged spoil
material.
Along the northeast side of the marina basin, the applicant is proposing to construct a vinyl
bulkhead. The bulkhead would have a 4'-wide boardwalk cap on it. This cap would be utilized to
access the existing boat slips along that section of the marina basin, and thus enabling the applicant
to create an additional boat slip with the new configuration. The existing finger piers and tie
pilings would remain. The bulkhead would continue north along the Mill Creek shoreline and have
a break around the existing boat ramp. Then it would continue north across the mouth of the old
haul out basin. The 110' by 25' basin would then be back filled in with earthen material from an
approved upland source and reclaimed as high ground. The total overall length of bulkhead would
be 350' with 12' tie back rods to the dead men.
11. Anticipated Impacts:
This proposal is subject to the DWQ Neuse River Basin Riparian Buffer Rules. No long-term
environmental effects anticipated. Temporary turbidity during times of excavation and bulkhead
construction are anticipated. There will be no change of use of the camp's operations. The vinyl
bulkhead will be sited along the NWL, parallel to the base of the existing erosion escarpment.
The maintenance excavation will remove 93,510 square feet of benthic habitat. Approximately
44,200 square feet of high ground will be graded and filled as a result of this proposal to construct
the vinyl bulkhead with tie backs, to fill the spoil disposal area, and another 2,750 square feet of
material to fill in the old railway haul out basin. The reclamation of the old railway would
improve flushing capacity within Mill Creek and improve water quality. There is the possibility of
additional maintenance dredging requests for this channel again in the future.
The new dock configuration will continue to usurp 2,925 square feet of Public Trust Waters within
the Mill Creek marina basin. This new configuration will add a new boat slip to the marina. There
would not be any impact to navigation along this section of shoreline.
Appropriate sedimentation and erosion control measures will be implemented to ensure that eroded
materials do not enter into the adjacent waters or wetland areas. The waters of the Mill Creek are
classified as SC; Sw, Nutrient Sensitive Waters at this location and are not designated as a Primary
Nursery Area. These waters are closed to the harvest of shellfish and there are no beds of
submerged aquatic vegetation present in the immediate vicinity of the project area.
Brad Connell February 16, 2012 Morehead City

+ L_ AMA �tl DREDGE & FILL
NQ 88170 A ,rC D
GENERAL PERMIT
Previous permit
Date previous permit issued
[ %ew ❑ Modification ❑ Complete Reissue
[:]Partial Reissue
As authorized by the State of North Carolina. Department of Environmental Quality and
the Coastal Resources Commission in an area of environmental concern pursuant to:
I SA NCAC �L/ Do / M. op ❑ Rules attached.
General Permit Rullees"aavvadable at the following link: wwwdeg.nc.eovlCAMArufes
Applicant Name �l�
Authorized Agent / mow~
Address Z 7Gr
Project Location (County): ��YYt / ����/
_ _
City State NL ZIP S/O
StreetAddress/ScateRoad/Lot#(s) 27r 7 t�
r
Phone#tZ
Email
Subdivision �—
City ZIP ZciS/d
Affected ❑ CW ❑ EW jgPTA ❑ ES EXPTS
Adj. Wtr. Body 70 zf ! L"'k (ndt7maA:tunk)
��J
AEC(s): OEA ElIHA ❑ UW ❑SPIMA ❑ PWs
❑
Closest Maj. Wtr. Body /.icy- I✓�
ORW. yes/D PNA: yes/,40
Type of Project/ Activity!
/1 X /ZJ 2-0 0 pLYG1 r'^ eV, 5%c
13-1i-511-_-f2k` &-f "I /'vuwZ(Scale:
Shore]ineLength fii /O�1% /�'� /JW
;Ym14 re.w '*� % /rpl>�X� 1'Ga
/ ✓Y�I�� C'fk
Access Length
Pier (dock) length
Fixed Platform(s)
Floating Platform(s)
Finger pier(s)
Total Platform area
Groin length/#
Bulkhead/ Riprap length
Avg distance offshore _
Breakwater/Sill
Max distance/ length T
Basin, channel
Cubic yards
Boat ramp
Boathouse/ Boatlift
Beach Bulldozing L ,
Other hiAO/1J�^caJ
/ 2-5,-10o x/ .
SAV observed: yes
Moratorium: n/a yes
✓�
quo
Site Photos-. yes
Riparian Waiver Attached: yes
no
A building permit/zoning permit may be required by. ��r. // c7
Permit Conditions
14 TAR/PAM/N&i �iFFER (circle one)
IKSee note on back regarding River Basin rules
❑ See additional notes/conditions on back
I AM AWARE OF STATUTES, CRC RULES AND CONDITIONS THAT APPLY TO THIS PROJECT AND REVIEWED COMPLIAFXE STAT ENT. (Please Initial)
B.I. Mansour - Authorized Agent f
Agent oa,r//A/p/phcant PRINTED Name Permit Offi s PRI e
JLe��li.Q�i
ZS-ture "Plea r ad compliance atement on back of permit" Sgn Lure%
App ication Feels) Check #/Money Or Order suing Date xpirat on ate

PAMLICO COUNTY
BUILDING INSPECTIONS DEPARTMENT
202 Main Street, Bayboro, NC 28515
Mailing: PO Box 776 Bayboro, NC 28515
PH:252-745-3861
May 24, 2023
Camp Seafarer
2744 Seafarer Road
Arapahoe, NC 28510
RE: CAMA MINOR PERMIT — 23-024
PROJECT ADDRESS — 2744 Seafarer Road
Dear Mr. Askew c/o Camp Seagull:
The enclosed permit constitutes authorization under the Coastal Area Management Act for you to proceed with your
project proposal. Please sign both the original and the copy. Return the copy to this office in the enclosed envelope.
Signing the permit and proceeding means you have waived your right of appeal described below. Please retain the
original, as it must be available on site when the project is inspected for compliance.
If you object to the permit or any of the conditions, you may request a hearing pursuant to NCGS 113A-121.1 or 113-
229. Your petition for a hearing must be filed in accordance with the NCGS Chapter 150E with the Office of
Administrative Hearings, 6714 Mail Service Center, Raleigh, NC 27611-6714, or [phone] within 20 days of this
decision on your permit. The Coastal Resources Commission makes the final decision on any appeal.
The project plan is subject to those conditions appearing on the permit form. Otherwise, all work must be carried out in
accordance with your application. Modifications, time extensions, and future maintenance require additional approval.
Please read your permit carefully prior to starting work and review all project plans, as approved. If you are having work
done by a contractor, it is to your benefit to be sure that they fully understand all permit requirements.
From time to time, staff will visit the site to monitor the project. However, if questions arise concerning permit
conditions, environmental safeguards, or problem areas, you may contact Ray Bennett at Pamlico County Building
Inspections at 252-745-3861. By working in accordance with the permit, you will be helping to protect our vitally
important coastal resources.
Sincerely,
Ray Bennett
Pamlico County Inspections Department
Cc: Kent Vaughn
Kelly Spivey

Pamlico Count No. 23-024
DCM Washington Permit Number
District
CAMA
MINOR DEVELOPMENT
PERMIT
as authorized by the State of North Carolina, Department of Environmental
Quality and the Coastal Resources Commission for development
in an area of environment concern pursuant to Section 113A-118 of the
General Statutes, "Coastal Area Management"
Issued to Camp Seafarer, authorizing development in the Coastal Shoreline (AEC) at 2744 Seafarer Road, adjacent
to Mill Creek off of the Neuse River in Pamlico County, as requested in the permittee's application, dated 4 May 2023.
This permit, issued on 24 May 2023, is subject to compliance with the application and site drawing (where consistent
with the permit), all applicable regulations and special conditions and notes set forth below. Any violation of these
terms may subject permittee to a fine, imprisonment or civil action, or may cause the permit to be null and void.
This permit authorizes: two retaining walls totaling 130 feet and the replacement of existing 14 foot stairs to an
existing boathouse.
(1) All proposed development and associated construction must be done in accordance with the permitted work
plat drawings(s) dated received complete on 24 April 2023.
(2)
(3)
(4)
All construction must conform to the N.C. Building Code requirements nnri all nthar Inral RtatP anti R-6- al
regulations, applicable local ordinances and FEMA Flood Regulations.
A copy of this permit shall be posted or available on site.
Contact this office at [phone] for a final inspection at completion
This permit action may be appealed by the permittee or other qualified persons
within twenty (20) days of the issuing date. From the date of an appeal, any
work conducted under this permit must cease until the appeal is resolved. This
permit must be on the project site and accessible to the permit officer when the
project is inspected for compliance. Any maintenance work or project
modification not covered under this permit, require further written permit
approval. All work must cease when this permit expires on:
31 December 2026
In issuing this permit it is agreed that this project is consistent with the local Land
Use Plan and all applicable ordinances. This permit may not be transferred to
another party without the written approval of the Division of Coastal
Management.
Ray Bennett
Chief Building Inspector
202 Main Street
Bayboro, NC 28515
PERMITTEE
(Signature required if conditions above apply to permit)

Name: Camp Seafarer
Minor Permit # 23-024
Date: May 24, 2023
Page 2 of 2
(5) Any proposed for grading within the 30' Coastal Shoreline buffer (as measured from the Normal Water level) must be
contoured to prevent additional stormwater runoff. This area shall be immediately vegetated and stabilized and must
remain in a vegetated state.
(6) This permit does not authorize the excavation or filling of any wetlands, even temporarily.
(7) All structures shall comply with the NC Building Code, including the Coastal and Flood Plain Construction Standards of
the N. C. Building Code, and the Local Flood Damage Prevention Ordinance as required by the National Flood
Insurance Program. If any provisions of the building code or a flood damage prevention ordinance are inconsistent with
any of the following AEC standards, the more restrictive provision shall control.
(8) Pursuant to 15A NCAC, Subchapter 7J.0406(b), this permit may not be assigned, transferred, sold, or otherwise
disposed of to a third -party.
SIGNATURE: U• DATE: 05.24.23
PERMITTEE

8/25/23, 2:07 PM The Davey Tree Expert Company Mail - 401 Prefile - YMCA Camp Seafarer
DAyLy LAMA, DRG <[e-mail]>
401 Prefile - YMCA Camp Seafarer
1 message
CAMA, DRG <[e-mail]> Fri, Aug 25, 2023 at 2:07 PM
To: 401 [e-mail]
Cc: "William Andrew (Andy) Dortch" <[e-mail]>, DRG CAMA <[e-mail]>
Greetings, attached are some preliminary figures for proposed dock restructuring, covered dock platform installation,
boatlifts, seawall installation, and maintenance dredging at the YMCA camp seafarer located at 2744 Seafarer Road in
Arapahoe, Pamlico County. Let us know if you have any questions or need additional information. Thanks
DRGNCW - CAMA SECTION
Davey Resource Group, Inc.
3805 Wrightsville Avenue, Suite
P: 910.452.0001 ext. 1921 1 M:
DAVEY*-.
Resource Group
Visit our local office page
2 attachments
15, Wilmington NC 28403
910.471.5012 1 F: 910.452.0020
2023-8-25 Camp Seafarer Figures Binder.pdf
4907K
Camp Seafarer-SPOIL.pdf
1211K
https://mail.google.com/mail/b/AEoRXRQQttlIgS8t-x0-4JK1 mgK58wM_sultWXGLAdA_chKPLAHw/u/0/?ik=311 aa7bdbc&view=pt&search=all&permthid... 1/1

MN11Q; _-.
WEYERHAEUSER COMPANY. j, r Seafarer Road _
100 PROFESSIONAL CENTER DRIVE e �''- ��'';.; _ h r� SR 306
BRUNSWICK GA 32525 it
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REA DAVID WILLIAM
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may' �'�• o'� q �.
' 4 �strX':'` SUBJECT PROPERTY
YMCA CAMP SEAFARER
' a• 2744 SEAFARER ROAD
0 a k t r
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VF BURTON FARM DEVELOPMENT CO LLC
PO BOX 1908 {:,� • - f;
ROCKY MOUNT NC 27802
Legend NOTES:
1. 2019 PARCELS FROM NCONEMAP. 2023 AERIAL FROM NEARMAP.
Tax Boundary — — — — — — — 2. LENGTH OF SHORELINE AT APPROXIMATE NORMAL HIGH WATER IS—11,8501.
Taxparcels 3. WIDTH OF WATERBODY IS —3.5 MILES.
4. NOT A SURVEYED OR ENGINEERED DRAWING. FOR ENVIRONMENTAL PERMITTING ONLY. Project: Date: Revision Date:
DAVEY#r YMCA Camp 9/19/2023 N/A
Seafarer
Scale: Job Number:
Resource Group Title: 1"=1000' DRGNCW23.226
0 500 1000 2000 3805 Wrightsville Ave Suite 15 Site Location and Drawn By: Sheet Number:
Wilmington, North Carolina 28403 Existing Conditions WAD 1 of 8
910-452-0001

Proposed Gazebo (30' x 30')
I.,
SUBJECT PROPERTY
YMCA CAMP SEAFARER
2744 SEAFARER ROAD
ffExistingNSVtairs
Existing Retaining Wall
and Bulkhead (to be
replaced in place as needed) '
(2) Proposed Boatlifts (12.5' x 12.5 on Center)
T,& VIA - 'VP 40
Proposed Fixed Marine Slat Boardwalk (6' Wide x 204' Long) MOM
Proposed Fixed Marine Slat Fingerpiers (7) (4' Wide x 20' Long)
Proposed Vinyl Seawall (1' Wide x 100' Long
Behind Existing Rip Rap) M
NFU
SFR��F�
Legend
Taxparcels
Appx. Normal High Water
30' CAMA Buffer
Existing Docks / Bulkhead
Proposed Structures
Existing BH / Retaining Wall
Outer Edge of Marsh
10' Marsh Offset
a
Proposed Fixed Marine Slat Boardwalk (11.5' Wide x 140' Long) Proposed Portable Pumpout Station
eProposed Floating Dock (8'x 100') '•:%8S-
8 Wet Slips
P`.�
J41 fr
7 r Proposed Fixed Marine Slat Boardwalk (6' Wide x 245' Long)
30' CAMA Buffer
Existing Docks, Boardwalks,
and Bulkheads / Seawall (to be
replaced in place as needed)
10' Marsh Offset
Outer Edge of Marsh
TA
Proposed Tie Pilings (13)
N
Appx. Normal High Water
*8 WET SLIPS EXISTING - 22 ADDITIONAL WET SLIPS PROPOSED
r�r- _IL
NOTES:
1. 2019 PARCELS FROM NCONEMAP. 2023 AERIAL FROM NEARMAP.
2. LENGTH OF SHORELINE AT APPROXIMATE NORMAL HIGH WATER IS—11,8501.
3. WIDTH OF WATERBODY IS —3.5 MILES.
4. NOT A SURVEYED OR ENGINEERED DRAWING. FOR ENVIRONMENTAL PERMITTING ONLY
0 25 50 100
DAVEYI
Resource Group
3805 Wrightsville Ave Suite 15
Wilmington, North Carolina 28403
910-452-0001
Project: Date: Revision Date:
YMCA Camp 9/19/2023 N/A
Seafarer
Scale: Job Number:
Title:
1"=50' DRGNCW23.226
Plan View (1) Drawn By: Sheet Number:
WAD 3 of 8

SUBJECT PROPERTY
YMCA CAMP SEAFARER
.;� 2744 SEAFARER ROAD
-5' Contour
Channel Marker #7
MEN
Channel Marker #5
-5' Contour
Channel Marker #3
NFU
SFRi�FR
9
App—
<<c' Proposed Maintenance Dredge Boundary to -6' MLW (-0.4 Acres
to generate —1,000 CU YD of Spoil) 10 Offset from Outer Edge of Marsh
t/l 1P T-
r� i J�,t Ii7
l 1 � CIS 11 •
A t
Outer Edge of Marsh 1
10' Marsh Offset
J0',
Channel Marker #8
�r-
Channel Marker #6
Channel Marker #2
Proposed Maintenance Dredge Boundary to -8' MLW (-4 Acres
to generate—20,000 CU YD of Spoil)
Legend
NOTES:
Tax Boundary - — — — — — - 1. 2019 PARCELS FROM NCONEMAP. 2023 AERIAL FROM NEARMAP.
Taxparcels 2. WATER DEPTHS FROM TI COASTAL SERVICES, INC. COLLECTED MAY 9, 2023 AND ARE RELATIVE TO MEAN LOW WATER NAVD88.
A x. Normal High Water 3. LENGTH OF SHORELINE AT APPROXIMATE NORMAL HIGH WATER IS-11,8501.
PP g 4. WIDTH OF WATERBODY IS -3.5 MILES.
Proposed Dredge Boundary -----'-'- 5. NOT A SURVEYED OR ENGINEERED DRAWING. FOR ENVIRONMENTAL PERMITTING ONLY. DAVEY1t
Outer Edge of Marsh
1 0' Marsh Offset Resource Group
0 100 200 400 3805 Wrightsville Ave Suite 15
Wilmington, North Carolina 28403
910-452-0001
Project: Date: Revision Date:
YMCA Camp 9/19/2023 N/A
Seafarer
Scale: Job Number:
Title:
1"=200' DRGNCW23.226
Plan View (2) Drawn By: Sheet Number:
Proposed Dredge WAD 4 of 8

�.1 •�16
Proposed 30' x 30' Gazebo
■
30' CAMA Buffer
■
■
Existing Stairs
■
■
Existing Retaining Wall ►�'
and Bulkhead (to be
replaced in place as needed) ►,
Proposed Maintenance Dredge Boundary
to -8' MLW (-4 Acres to generate -20,000 CU YD of Spoil)
0
Proposed Fixed Marine Proposed Maintenance Dredge Boundary
Slat Boardwalk (11.5' Wide x 140' Long) to -8' MLW (--4 Acres to generate-20,000 CU YD of Spoil)
//- Proposed 30' x 30' Gazebo
Existing Stairs
10
8
6
4
2
0
-2
-4
-6
-8
0+100
Existing Retaining Wall
and Bulkhead
n
0 0+l20 IT 0+30 0+40
Proposed Grade (extends to -8'
MLW at time of construction)
2am
Proposed Maintenance Dredge Boundary
to -8' MLW (-4 Acres to generate -20,000 CU YD of Spoil)
Proposed Floating Dock (8' x 100')
8 Wet Slips
Proposed Floating Dock (8' x 100')
8 Wet Slips
Existing Grade
0+160 0+170 0+80 0+90 1+00 1+10
Proposed Maintenance Dredge Area
to -8' MLW (--4 Acres to generate --20,000 CU YD of Spoil)
Pilings Per Contractor (Spacing, Depth, Etc.)
J
1
0 5 10 20
Legend
NOTES:
1.
2019 PARCELS FROM NCONEMAP. 2023 AERIAL FROM NEARMAP.
Proposed Boardwalk
2.
WATER DEPTHS FROM TI COASTAL SERVICES, INC. COLLECTED MAY 9, 2023
Project:
Date:
Revision Date:
Mean High Water
AND ARE RELATIVE TO MEAN LOW WATER NAVD88.
YMCA Camp
9/19/2023
N/A
Proposed Dredge Boundary �' �' �' �' �' �' �"
3.
LENGTH OF SHORELINE AT APPROXIMATE NORMAL HIGH WATER IS—11,850'.
DAVEY�r
Seafarer
Scale:
Job Number:
Outer Edge Marsh
4.
WIDTH OF WATERBODY IS —3.5 MILES.
Resource Group
p
As Noted
DRGNCW23.226
of
5.
NOT A SURVEYED OR ENGINEERED DRAWING. FOR ENVIRONMENTAL
Title:
10' Marsh Offset
PERMITTING ONLY.
3805 Wrightsville Ave Suite 15
g
Profile B View
Drawn By:
Sheet Number:
Existing Retaining Wall / Bulkhead - - - - - - - - - - -
Wilmington,
WAD
6of8
910-4520001ina28403

AGENT AUTHORIZATION FOR CAMA PERMIT APPLICATION
Name of Property Owner Requesting Permit:
Mailing Address:
YMCA Of the Triangle Area, Inc.
801 Corporate Center Drive, Suite 200
Raleigh NC 27607
Phone Number: 919-719-9622
Email Address: [e-mail]
I certify that I have authorized Davey Resource Group, Inc.
Agent / Contractor
to act on my behalf, for the purpose of applying for and obtaining all CAMA permits
necessary for the following proposed development:
any CAMA permitting
at my property located at 2744 Seafarer Road, Arapahoe
County.
/ furthermore certify that / am authorized to grant, and do in fact grant permission to
Division of Coastal Management staff, the Local Permit Officer and their agents to enter
on the aforementioned lands in connection with evaluating information related to this
permit application.
Property Owner Information:
Signature
Print or Type Name
Camp Capital Planning and Projects Dire
Title
06 /07 /2023
Date
This certification is valid through 12 /31 /2024

ROY COOPER
Governor
ELIZABETH S. BISER
Secretary
BRAXTON DAVIS
Director
The Sun Journal
4901 US Hwy 17 South
New Bern, NC 28562
NORTH CAROLINA
Environmental Quality
October 17, 2023
Attention: Legal Advertising Department
Please include the enclosed Notice of Filing in the Public Notice section of the 19 October
2023 edition of your newspaper. If it will not be possible to include this notice in that edition, or
if you should have any questions about this notice, please call me as soon as possible at 948-3820.
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:
Thank you.
Sincerely,
Tabitha Fulford, Administrative Assistant II
Division of Environmental Quality
Division of Coastal Management
ATTACHMENT
Cc: File
D North Carolina Department of Environmental Quality I Division of Coastal Management
EQ ��
Washington Office 1943 Washington Square Mall I Washington, North Carolina 27889
NORTH CAROLINA _r
Department of Environmental Duality 252.946.6481

NOTICE OF FILING
OF APPLICATION FOR
CAMA MAJOR DEVELOPMENT PERMIT
The Department of Environmental Quality hereby gives public notice as required by N.C.G.S.
113A-119(b) that an application for a development permit in an Area of Environmental Concern
as designated under the Coastal Area Management Act (CAMA) was received on 12 October
2023. The YMCA application proposes installation of a floating dock with a covered
platform, wet slips with fixed finger piers, and two boat lifts. Maintenance dredging is
proposed for an existing ramp, basin, and access channel. Also, the replacement of an
existing bulkhead, walkway, and fixed piers.
A copy of the entire application may be examined or copied at the office of Kelly Spivey,
District Manager, Washington Regional Office, 943 Washington Square Mall, Washington, NC,
during normal business hours. Public comments received by 9 November 2023 will be considered.
Later comments will be accepted and considered up to the time of permit decision. Project
modifications may occur based on further review and comments. Notice of the permit decision in
this matter will be provided upon written request.
Kelly Spivey
Washington District Manager
NC Division of Coastal Management
943 Washington Square Mall
Washington, North Carolina 27889
[phone]
Please publish on: 19 October 2023

N r i 1 -1
0 1 1(00*11gA
CAMA PERMIT
APPLIED FOR
PROJECT: Installation of a floating dock with 8 temporary wet slips, a
covered platform, 14 wet slips with 7 fixed finger piers, and two boat lifts.
A total of 21,000 cubic yards of maintenance dredging is proposed for an
existing ramp, basin, and access channel. Additional work is projected for
the replacement of an existing bulkhead, walkway, and fixed piers.
COMMENTS ACCEPTED THROUGH 10i28i2023
APPLICANT:
YMCA Of the Triangle Area, Inc.
c/o Davey Resource Group
2744 Seafarer Road
Arapahoe, NC 28510
FOR MORE ❑ETAI LS CONTACT
THE LOCAL PERMIT OFFICER BELOW:
Jessica Thomas - DCM
943 Washington Square Mall
Washington, NC 27889

�• IAr :� tip, r 4 w- t-t v r ..,; {� _...5 .r .:.F e fti::rt +ALr+k -'wk <4.
NORTH CAROLINA
P*KLICO COUNTY 81^s 1?7 F42439
THIS DE®, made and executed this the 25th day
of November, 1959, by and between H. H. j719PiENSON nni his wife,
NAZIS Y. STEMNSON, or Pamlico County, State of North Carolina,
parties of the first part; and YOUNG MEN'S CHRUT1411 ASSOCIATION
Of RALEIGH, INC., a corroratirn organized and existing under the
laws of the State of North Carolina, of 'asks County, North Caro.
lina, party of the second parts
uIIKIaaA1He
That the said parties of the first part, for
and in consideration of the sum of Ten and no/100 (110.00) Dollars
and other valuable considerations to them in hand paid, the receipt
of which is hereby acknowledged, have bargained and sold and by
these presents do bargain, sell and convey untu the party of the
second part, its successors or assigns, the following described
tract or parcel of land, to -wits
Five
Lying, situate and being in No. M Township, Pamlico
County, North Carolina on the west side of Kill
Creek and the north side of Neuse River Moving a
portion of the R. H. Stephenson lands, �ornerly known
as the L. Guy Natthis lands, formerly known as the
John Rawls lends, and being more particula-ly des-
cribed in detail as followss
BEGINHIVG where the western shoreline of Hill Creek
intersects the northern shoreline of Neuse River.
Running thence from this beginning along the northern
shoreline of Neuse River the following courses and
distancesi N. 51. 35' W. 300 feet; N. 47 50' W.
635 feet; N. 34. 00' w, 100 feet; N. 46° '�5' W. 200
feet; N. 39. oo' W. 100 f-et, N. 490 004 It. 200 feet;{
N. 14 55' W. 20w' feet; N. 4g• 00' W. 800 feet N. 510
00' W. 307.25 feet to a point near the mouth or a
small branch-, running thence a straight line N. 410
05' E. 1672.55 feet to the centerline of an unnumbered
State maintained road, this point in tho said road
being where the aforesaid small branch crosses he
road; thence along the centerline of the said un-
numbered State maintained road the followirw courses
and distances S. 46. 25' E. 140 foot; 3. 57° Is E.
300 feet; S. 656 10' E. IOC feet; S. 74° 50' g. 61
feet; S. 63. 45' E. 5q feet; S. 479 001 F. 18;.1 feet;
t
Book: 127 Page: 1 Page 439 of 606

Bms 1?7 F4;1446
thence leaving the said rose., a straight line,
S. 54. 40, E. 1698.3 feet t) a point in the western
shoreline of Mill Creek, this said line passing
through a paver pole located 34Q feet from the point
at which the line left the aforesaid Stnte maintained
rradj thence down and with the run of Mill Creek to
the complement of the foil wing courses and distancesn
S. 55• 15` E. 7'4 feet• S. 560 4 M W. 605 r-etc S. 400
15' E. 152. feet= S. 4a0 45� W. 412 feet; S. 80 V" W.
367 feet] S. 73. 35' W- 597 f^et; S. 250 101 W. 212
feet; S. 700 001 W. 267 feet to the point of beginning.
Containing 136.37 acres, more or less.
The above lands being as shown on a map entitled
"Surveyfor the Raleigh, N. C. YMCA, Portion of R. li.
Stephenson lends", as prepared November 5, 1959, by
Albert R. Bell, C. E., which said man is by .reference
herein incorporated es a portion of the above des-
cription.
TO HAVE AND TO HOLD the above described tract or
parcel of land, together with all privileges aril appurtenances
thereunto belonging or in anywise appertaining, unto it, the said
party of the second pert, and its successors or assigns, in fee
simple forever.
And the said parties of the first pert, for
themselves, their heirs, executors and administrators, covenant
to and with the said party of the second part, and its successors
or assigns, that they are seized of said premiass in fee and
have the right to convey the same in fee simple; that the same
are free and clear of any and all encumbrances, and that they
will forever warrant and defend the title to the same against the
lawful claims of all persons whomsoever.
IN TESTIMONY WHERSCF , the said parties of the
first pert have hereunto affixed their hands and seals this the
day and year first above written.
(SSAL)
R. H. StepFenson
,•, Hph (SEAL)
z H.
�%p • on
;.i
t
7
I
Book: 127 Page: 1 Page 440 of 606

I
CRA VZN°CR�YN° ec 127 FAA41
I,Mergarat W. Daugherty, a Notary Public in and for the
County of Cra19en, State o1! North Carolina do hereby certify that
R. H. STEPHENSON and wife, M42IL M. STEPIibsrN, personally
.;peered before to this day and acknowledged the due execution
of the foregoing instrument for the purposes therein exgessed.
Witness my hand and notarial seal this the ,2,S_day of
bar, 1959.
AR C /
ion expires.
•e+r�l Gr� 1. ,.
NORTH CIROLIN& '
PAMLICO COUNTY
The foregoing certificate of Margaret W. Daugherty, a Notary
Public of Creven County, North Carolina, is adjudged to be correct
and in proper forgo.
Let the instrument with this certificate be registered.
This the _tZ—day of December, 1959.
5 uper or Cour I
milco county
JILE0 FOR REGISTRATION AT O'CLOCN —'9--M.;
REGISTFRED 'N , +E OFFICE
OF THE RLU151LR OF DEEDS OF PAMLICO COUNTY,,. C.
CISTFR Oi DI.LDS �.
LJ
,
'.� ,• to , ..
i. .
L i'
i
j
i
ii
i
Book: 127 Page: 1 Page 441 of 606

5. DCM MP-1 Section 6.0 Additional Information
5.1 Section 6. a. Project Narrative
5.1.1 Project Location and Existing Conditions
The project is located on the Neuse River at 2744 Seafarer Road in Arapahoe, Pamlico County. The parcel
operates as the YMCA Camp Seafarer and is partially vegetated with native trees, shrubs and grasses. Previous
CAMA permits on the subject property allowed construction of bulkheads / seawalls, docks, and dredging and
were authorized under CAMA Major 42-12, General Permit 88170, and Minor 23-024. A total of 10 wet slips
currently exist. Existing water dependent structures and water depths in the project area were surveyed by TI
Coastal Services Inc. on May 9, 2023, are relative to Mean Low Water NAVD88, and represent conditions present
at that time. The shoreline at approximate normal high water is 11,850'. An existing maintained channel that
varies in width from approximately 80' to 110' provides access to the basin. Waters in the project area are
classified as SB; Sw, NSW and are not open to shellfishing. The area is not PNA.
5.1.2 Proposed Action
The project area is located on the southeast portion of the tax parcel at the existing boat basin. The applicant
proposes replacement of a current wooden boardwalk with concrete marine slat, removal of an existing wooden
boardwalk, and installation of two additional marine slat boardwalks. The northeast boardwalk will measure 6'
wide x 245' long. The northwest boardwalk will measure 11.5' wide x 140' long. The southwest boardwalk will
measure 6' wide x 204' long. To stabilize uplands, installation of a naval style vinyl sheet pile measuring 1' wide
x 100' long behind the existing rip rap is proposed at the southeast corner of the existing boat basin. A covered
gazebo measuring 30' wide x 30' long (roofline) is proposed on the northwest boardwalk and will provide cover
and access to an 8' wide x 100' long floating dock. The floating dock will generate 8 temporary loading /
unloading wet slips. A total of 10 wet permanent slips currently exist within the boat basin. A total of 22
permanent wet slips with 13 tie pilings are proposed. 8 temporary loading / unloading are proposed at the
floating dock. Two boat lifts are also proposed. Erosion during construction will be controlled with silt fence or
other erosion control measures. See Appendix A for details.
Due to water depths in the project area, maintenance dredging is proposed. All available permitting history
was not supplied when requested from DCM. However, dredging, bulkhead, upland construction, and facility
expansion was authorized under CAMA Major 45-12. Proposed ramp maintenance dredging to a depth of -6'
MLW will generate approximately 1,000 cubic yards of spoil. Proposed basin and access channel maintenance
dredging to a depth of -8' MLW will generate approximately 20,000 cubic yards of spoil. Maintenance events
will occur with either bucket to barge or hydraulic methodologies, depending on the contractor and
maintenance volume required at the time. Spoil will be placed on a previously authorized onsite disposal area
measuring approximately 200' wide x 200' long and 12' high. If necessary, a silt screen will be deployed to
minimize sediment discharge during spoil deposition. See Appendix C for details.
Additionally, the applicant is proposing replacement of existing water dependent structures (bulkhead,
walkways, fixed piers) in place as needed due to degradation or storm impacts.
The project proponent hereby certifies that all information contained herein is true, accurate, and complete to
the best of my knowledge and belief. Additionally, the project proponent hereby requests that the certifying
authority review and take action on this CWA 401 certification request within the applicable reasonable
period of time.

5/22/23, 3:01 PM Print
e°
. J
}' n
A iYd
N
aG,
300 m
(
300 m
1000 ft%
1000 ft
A' �1
Pamlico Coun NC
PIN:
MAPID:
644578307600
F09-33
ACRES:
497.72
This web site is being provided for the benefit of the general public.
ACCOUNT:
25518
The entire risk associated with the use of this site is on the end
OWNER -NAME:
BURTON FARM DEVELOPMENT CO LLC
user. No representation is made that this web site will meet the
OWNER_NAME2:
CIO BHDUIE-NOEL ENTERPRISE
specific requirements of any person or will operate error -free or
OWNER-ADDR:
P 0 BOX 1908
without interruption. All other conditions or warranties, expressed
OWNER -CITY:
ROCKY MOUNT
or implied are disclaimed. In no event will the County or Atlas
OWNER -STATE:
NC
Geographic Data, Inc. be liable for any loss of use, business
OWNER -ZIP:
27802
interruption, loss of profits, loss of data or incidental/consequential
SITUS-4DDR:
35 LOBLOLLY LN
damages arising from the use of this web site. The County and
DEEDBOOK:
000454
Atlas Geographic Data, Inc. make no warranties or representations
DEEDPAGE:
918
as to the accuracy of information on this web site, nor do they
SALEDATE:
9/28/2005
assume any liability or responsibility for any errors or omissions in
SALE_AMT:
7530500
its content. It is the sole responsibility of the end user to evaluate
LEGAL_DESC:
BOTH SIDES OF BURTON FARM
the accuracy, completeness, or usefulness of any information,
BLDG_VAL:
1205616
opinion, advice, or other content available through this web site.
LAND_VAL:
559395
TOTAL_VAL:
1765011
Pamlico County, NC
202 Main Street
Bayboro, NC 28515
Date Printed: 5/22/2023
apps.agdmaps.com/print/nc/pamlico/index.html?MAPID=F09-33

5/22/23, 10:48 AM Print
119
N
500 m 500 m
2000 ft 2 000 ft
A' PIN:
Pamlico Coun NC MAPID:
ACRES:
This web site is being provided for the benefit of the general public. ACCOUNT:
The entire risk associated with the use of this site is on the end OWNER -NAME:
user. No representation is made that this web site will meet the OWNER_NAME2:
specific requirements of any person or will operate error -free or OWNER-ADDR:
without interruption. All other conditions or warranties, expressed OWNER -CITY:
or implied are disclaimed. In no event will the County or Atlas OWNER -STATE:
Geographic Data, Inc. be liable for any loss of use, business OWNER -ZIP:
interruption, loss of profits, loss of data or incidental/consequential SITUS-4DDR:
damages arising from the use of this web site. The County and DEEDBOOK:
Atlas Geographic Data, Inc. make no warranties or representations DEEDPAGE:
as to the accuracy of information on this web site, nor do they SALEDATE:
assume any liability or responsibility for any errors or omissions in SALE_AMT:
its content. It is the sole responsibility of the end user to evaluate LEGAL_DESC:
the accuracy, completeness, or usefulness of any information, BLDG_VAL:
opinion, advice, or other content available through this web site. LAND_VAL:
TOTAL_VAL:
Pamlico County, NC
202 Main Street
c Bayboro, NC 28515
Date Printed: 5/22/2023
6446578423000
F0848
487.56
5931000
WEYERHAEUSER COMPANY
= TAX PROCESSOR DALE MLIf1NS
100 PROFESSIONAL CENTER DR
BRUNSWICK
GA
31525
SEAFARER RD
000133
494
1/1/1997
0
TRACT #9
0
329103
329103
apps.agdmaps.com/print/nc/pamlico/index.html?MAPID=F08-48

5/22/23, 10:47 AM Print
loom
/N
1 100 m
500 ft
` 5 00 ft
A'
Pamlico Coun NC
PIN:
MAPID:
ACRES:
This web site is being provided for the benefit of the general public.
ACCOUNT:
The entire risk associated with the use of this site is on the end
OWNER -NAME:
user. No representation is made that this web site will meet the
OWNER-NAME2:
specific requirements of any person or will operate error -free or
OWNER-ADDR:
without interruption. All other conditions or warranties, expressed
OWNER -CITY:
or implied are disclaimed. In no event will the County or Atlas
OWNER -STATE:
Geographic Data, Inc. be liable for any loss of use, business
OWNER -ZIP:
interruption, loss of profits, loss of data or incidental/consequential
SITUS-4DDR:
damages arising from the use of this web site. The County and
DEEDBOOK:
Atlas Geographic Data, Inc. make no warranties or representations
DEEDPAGE:
as to the accuracy of information on this web site, nor do they
SALEDATE:
assume any liability or responsibility for any errors or omissions in
SALE_AMT:
its content. It is the sole responsibility of the end user to evaluate
LEGAL-DESC:
the accuracy, completeness, or usefulness of any information,
BLDG_VAL:
opinion, advice, or other content available through this web site.
LAND_VAL:
TOTAL_VAL:
Pamlico County, NC
202 Main Street
Bayboro, NC 28515
Date Printed: 5/22/2023
IIIIIIIIIIIIIIIIIp—
apps.agdmaps.com/print/nc/pamlico/index.html?MAPID=E091-1-1-3
6446121315000
E091-1-1-3
33.04
33677
REA ANGELA BRINSON ET VIR
REA DAVID WILLIAM
123 HARDISON DR
ARAPAHOE
INC
28510
127 RIVER VIEW RD
000507
918
10/3/2019
0
TRACT 3 BRINSON DIVISION
4097
7671
11768
+'n.

DAVEY#-.
Resource Group
August 29, 2023
BURTON FARM DEVELOPMENT CO LLC
c/o BODDIE-NOEL ENTERPRISE
PO BOX 1908
ROCKY MOUNT NC 27802
To Whom It May Concern:
On behalf of YMCA Camp Seafarer, Mike Askew is applying for a CAMA Major Permit on the property
located at 2744 Seafarer Road (PIN 6446327429000), Arapahoe, Pamlico County, North Carolina. The
specifics of the proposed work involve dock replacement, seawall installation, floating dock, covered
gazebo, boat lift installation, mooring pilings, and maintenance dredging as depicted on the enclosed Plan
View drawings.
As the adjacent riparian property owner to the aforementioned project, I am required to notify you of the
development in order to give you the opportunity to comment on the project. Please review the attached
permit drawing. Should you have any objections to this proposal, please send your written comments
within 30 days of your receipt of this notice to:
Jessica Thomas
North Carolina Department of Environmental Quality
Division of Coastal Management
943 Washington Square Mall
Washington, N.C. 27889
Comments will be considered by the NC Department of Coastal Management in reaching a final decision
on the application. No comment within 30 days of your receipt of this notice will be considered as no
objection. If you have any questions on this project, please call me at 910-452-0001, or e-mail me at
William.Dortch(@davev.com
Sincerely,
4
William A. Dortch, Agent
Davey Resource Group, Inc.
Enclosures
www.davey.com • Phone: [phone] • Fax: [phone]
3805 Wrightsville Ave., Suite 15, Wilmington, NC 28403

DAVEY#-.
Resource Group
August 29, 2023
WEYERHAEUSER COMPANY
c/o TAX PROCESSOR DALE WILKINS
100 PROFESSIONAL CENTER DRIVE
BRUNSWICK GA 31525
To Whom It May Concern:
On behalf of YMCA Camp Seafarer, Mike Askew is applying for a CAMA Major Permit on the property
located at 2744 Seafarer Road (PIN 6446327429000), Arapahoe, Pamlico County, North Carolina. The
specifics of the proposed work involve dock replacement, seawall installation, floating dock, covered
gazebo, boat lift installation, mooring pilings, and maintenance dredging as depicted on the enclosed Plan
View drawings.
As the adjacent riparian property owner to the aforementioned project, I am required to notify you of the
development in order to give you the opportunity to comment on the project. Please review the attached
permit drawing. Should you have any objections to this proposal, please send your written comments
within 30 days of your receipt of this notice to:
Kent Vaughn
North Carolina Department of Environmental Quality
Division of Coastal Management
943 Washington Square Mall
Washington, N.C. 27889
Comments will be considered by the NC Department of Coastal Management in reaching a final decision
on the application. No comment within 30 days of your receipt of this notice will be considered as no
objection. If you have any questions on this project, please call me at 910-452-0001, or e-mail me at
William.Dortch(@davev.com
Sincerely,
1
�• � w n^ `, �v RT t.�
William A. Dortch, Agent
Davey Resource Group, Inc.
Enclosures
www.davey.com • Phone: [phone] • Fax: [phone]
3805 Wrightsville Ave., Suite 15, Wilmington, NC 28403

DAVEY#-.
Resource Group
August 29, 2023
REA ANGELA BRINSON ET VIR
REA DAVID WILLIAM
123 HARDISON DRIVE
ARAPAHOE NC 28510
To Whom It May Concern:
On behalf of YMCA Camp Seafarer, Mike Askew is applying for a CAMA Major Permit on the property
located at 2744 Seafarer Road (PIN 6446327429000), Arapahoe, Pamlico County, North Carolina. The
specifics of the proposed work involve dock replacement, seawall installation, floating dock, covered
gazebo, boat lift installation, mooring pilings, and maintenance dredging as depicted on the enclosed Plan
View drawings.
As the adjacent riparian property owner to the aforementioned project, I am required to notify you of the
development in order to give you the opportunity to comment on the project. Please review the attached
permit drawing. Should you have any objections to this proposal, please send your written comments
within 30 days of your receipt of this notice to:
Kent Vaughn
North Carolina Department of Environmental Quality
Division of Coastal Management
943 Washington Square Mall
Washington, N.C. 27889
Comments will be considered by the NC Department of Coastal Management in reaching a final decision
on the application. No comment within 30 days of your receipt of this notice will be considered as no
objection. If you have any questions on this project, please call me at 910-452-0001, or e-mail me at
William.Dortch(@davev.com
Sincerely,
4
William A. Dortch, Agent
Davey Resource Group, Inc.
Enclosures
www.davey.com • Phone: [phone] • Fax: [phone]
3805 Wrightsville Ave., Suite 15, Wilmington, NC 28403

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• Complete items 1, 2, and 3.
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.fa itn �Acfn :Jev-LIOf'" '' 1
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PS Form 3811, July 2020 PSN 7530-02-000-9053',7 �3 �'�. �:. DQmesiic Return Receipt
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9590 9402 8104 2349 2668 01
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❑ Collect on Delivery
❑ Signature Canfirmaticn
Artlrla N, rmhar ?ranciar irnm er n�1ra lalla!!
O Collect on Delivery Restricted Delivery
restricted Dellvary
7022 2410 0003 3470
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PS Form 3811, July 2020 PSN 7530-02-000-9053
Qnrhestic Return Receipt

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AININ G WJ1
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3,4 3.4
3,02,9
3.1 3.0
2.7
3,0
3.0
3.6
3.6 3,5
3,7 3,7
3,3
3.3
3.8
3.5
4,0
4.5
3,9
4,3
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4,1
4,0
4,j
4,3
4.1
4,3
4,2
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4.2
4.2
4,2
4.1
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4.7
4.6
4.4
4,3
4,5
4.5
4,
4.4
4,2
4.2
3.9
4.2
4,3
4,5
4.3
4.1
4.1
4,2
4.1
3.9
3.9
4,0
4.0
4,1
3.9
4.5
4.4
4.2
4.1
4.0
4,0
3,8
4,1
3.8
4.2
3.9
4.0
3,8
4,0
3.8
3,8
3.5
3,9
4.0
3,7
3.6
4.0
3,8
3.8
3.6
3,6
3.6
3.5
3.9
3.5
3,7
3,5
3,5
3,4
3.5
3.5
3,4
3,3
3,7
3,4
3.3
3.3
3.7
3.4
3,4
3,5
3,2
3.3
3,2
3.6
3,4
3.3
3,3
3,2
3,2
3,0
3,6
3,7
3.5
3.4
3,3
n3,4
3,4
3.4
3,2
3,2
3,2
2.9
233,7
3.6
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3.3
3.4
3,6
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3,4
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1 5,3 5.8 6,0 6,3 6.5 6.6 6,5 6,5 5,7\� 4,5
4 5.2 5.3 5,8 6 2 6,5 6.4 6,6 6,8 66.6 19 6,9 6,9 \a ca c .mar+- �� r1'
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4,5 1 5,7 6,6 6,8 7,4 7.1 ` 4 5,8 ,6 4,8 r0
4.3 0 5.6 6,0 6,5 6,5 6,5 6,6 7,0 6,1 6,5 5.8 5,5 5,9 6,6 5, 0 2,9 2,� 2,9
4,2 4' 5,3 6.0 6,3 6.2 5,8 5,6 6,2 L3,2 7.0 6,5 6.2 6,2 6,1 5,7 4.1 3,5 3.3 3,0
4,1 4,5 S 5,1 5,9 6,1 5,6 2,8 6,8 6,6 6,2 6,1 5,9 5,6 5, 4.4 4,0 3.5 3,2
3.8 4,1 5,7 5,8 3.1 2.2 1, ,8 0 3.63.,3 6,0 5,9 5.7 5.5 5,3 4,9 4,5 3,9 3.4
3,7 3,8 4,5 5,3 5,3 3, 2,4 1,6 1,3 0,3 9 5,6 5,5 5,4 5,3 5,2 4,9 4,3 3,7
3,5 3,5 3,8 2,6 2,1 + 0 3 5,4 5 1 5,2 5,1 5,4 5 4,7 3,9
3,4 3,2 3.4 3,8 3,3 2,1 2,0 '0 4, 5.0 4,7 5,3 5,3 0 4,3
3,1 3,0 3,3 3,2 2,5 1,8 +0.8 +0,5.
2 6 2,9 2.4 3,5 4.2 4,5 4.4
7 4,3 4,5 4,4 54,0 5,2 5.5 4,8
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TD EURE - CAMP SEAFARER MARINA
T I o a s t a l Vertical Datum ARAPAHOEnveCorsion
NAV088 PAML►CO COUNTY, NORTH CAROLINA
_
n.3n MLW CONDITIONAL SURVEY
T► Coastal Services, Inc.
387-B N. Green Meadows Drive
Wilmington, NC28405 910.821A358 BATHYMETRY AND CONTOURS
o
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4.4
3.0
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1. Horizontal Datum: NC State Plane -Zone 3200, NAD83, Feet
2. Vertical Datum: NAVD88, Feet
3. Data collected by TI Coastal on May 9th, 2023 and represent conditions at that time.
Graphic Scale 4. Soundings are expressed in depths and in feet and tenths.
S. MLW conversion derived from NOAA VDatum
0• 12.5 25• so. 6. 2020 Aerial Imagery downloaded from nconemap.com
Scale: 1 •• = 50'
DWG NAME: TO Eure Seafarer CND.dwy
DWG DATE: May 18th, 2023 SURVEY DATE: May 9th, 2023
SCALE: 1•• =50' SHEET: 1 OF 7

7,5 6.9 5.3 4,84.8 4.9 4.8
7.8 6,9 6,4 5.9 5,4 5,2 5.1 4,8 4. ' 4,9 4,8 5.0 4.84.9 4,8 4,8
8.3 8,0 5 7,2 66 6 6,4 6,1 5,9 5,8 5-t.4 5.1 511k 5,1y 4.8 4,8 4,9 4,8 4,9 4,9 4,9 4,9 4 g� 4,9 4,9 4.8
7,2 6,9 6,4 6.2 6,0 5 5.1 4,9 1 4,8 4,8 4.9 4.8 4.9 4,8 4,9 4.9
8.2 7,9 7.57,3 6,6 5,9 5,8 •4 5,1 5,1N4, 4,9 4,8 4,9 4.9
7,9 7,0 6,7 6,3 6.2 5,7 5' ,4 5,1 4.9 5,0 4.9 4,94,9 4.9 4,9 5'4.8 4.9 4.9 5.0 5.0
8,2 8,0 7,67,3 6.9 6,46,2 5.9 5 5,1 1 4,8 .1 5.0 4,85.0 5 4.9
8,3 7,67,3 7,0 6,6 7 5 5.1 9 4,8 5,0 4,9 4,9 4,9
8,0 6.46.2 5,85' 5 5,2 -1'5�4,9 4,8 1 a S,
8,3 7,6 7,3 6,6 8 �,4 5,2 5,1 a 4.9 s9 5,0 4, 5.(
8.4 8,0 7,8 3 7,0 6,6 6.56,2 5 7 5.t,5 5.2 4,9 4,9 4,9 4.9
7, 5, 5,1 1 4.9 9 , 5.1
8.4 7.9 7.8 7.3 7,2 6.8 6,4 6,2 5.9 5•�S 5.2 4,8 ,1' 4.9 50 4.9 5 0
8.3 8.0 7.7 7,4 7,0 6,8 6.5 6.3 5,95.9 5,65.5 5,2 5,2 1 -0 4.9 S 4,8 0
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5,1
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7,87,E
7,77,E
7,2
7.1
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6,5 6.3
6.6 6.4
6,1
6.1
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5,9 5'65.6
5,2
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54
5.3
5.2
5,1
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8,07,5
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6,7
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6.1
6.1
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5,3
5.2
b.2
8.5
8,2
8,3
7,97,7
7.1
7.2
6.8
6.9
6.6 6.3
6,6 6.4
6.2
5,75,E
6 ' 05,7 5.5
5,3
5.3 5,3
5g5.2
BASELINE 8 6
8,2
7,875
7.1,7,6 7,3
0.9
6,66,5
6,6
6.2
5,9 5 7 5.�,4
5,6
5,3
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TI oastal
T► Coastal Services, Inc.
387-B N. Green Meadows Drive
Wilmington, NC 28405
910.821.1358
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5,2 5,2 51 5,2
5,1 5.3 5.2 5,2
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5,2
5.4 5.3
5.4
5.2 5,
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5.1 5.3 5,4
5.4
5.4
5,4 5,6 5.5
5.5 5,5 6
5.5
5,6
5.2 5,2 5,2 5.3
5 3 5.2 5.4 S 4 5,5
5.5
5 7
5.7 5,75
c-7 -7 5,6
5.6
5.f,
5.2 5,3
5.45.2 5.5 5,6 5,665.8
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+
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+
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4.9 4,3
418 4,8 4,5 4.3
4,9 4,8 4,7 44 4,3 4,1
4,9 4.7 4-7 4,4 4,3 4.1 4.13 3.6 3.2 ,4 2,9 2,3
4,9 4,7 4,4 3,1 3.7
4.7 4,3 4,2 4,1 3,0 3.7 3• 3 7 3,3 3.3
5,0 4.7 4.7 4,5 4,4 4,2 4,2 3,3 3,9 3.7 w,3 y.3..`: 3.9 4,1.4.0 4.6
5,0 4,8 4.7 4,5 4,5 4.3 4.3 4,2 a4 M r #J...2
4,1 44 4,2 4.4 4,4 4' 4.24.2 4,1 4,714
49 4.8 4,7 4.5 4.6 4.4 4.4 4.4 4 ' '? ,.4,0... 44.4 4.6 4,5 4,6 4,5 4 34,1 4.2 39 4,14,3
4,9 4.9 4,6 4,5 4.4 4,4 4.5 4,4 4,2 4.2 4,1 4,36 4.6 4.6 4.6 4.5 ' 4.0 4,0: 3,9 4:0 3,9
_e+cjt 4.6 4,6 4.5 4.6 4.6 4.6 4,5 4,5 4,3 4.5 4.8 4.8 4,8 4 6 4,2 3.8 18 3'7 3,9 3J
1 4,8 4,9 4,8 4,7 4,7 4,8 4,4 3.8 3.5
50 48 4.6 4.7 48 48 4.9 4,9 7 4,642 3.8 35 3.5 3.5 3.5 3,9
5,1 5.2
5,2 5,1
5,2 5,2
9 4.8 4,7 4,9 4 0 5,0 4.9
5,2 5. 4,9 4,9 4,9 4,9 5,2 5 5 .0
5.3 5.1
4,9 4,8 4,8
4,84,64.E
4,7415 4,3
4• 4.2 3.7 3.4 3.5 3.3 3.4
4.5
4.3 4.1 3,87 3.6 3.4 3.3 3,43,2 3,2
3;9 3,6 3,3 3,4 3,2
3.3
3,0
2,8
5,3
5,2
5,2
5,0
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5.2
5,3 5,15,1 4,9
4.64,4 4,2
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34
5.3
5,5 5.4
5,4
5 3 5,3
5.3 5.4
5.2
5.3 5,3
5.3
5
5.2 5.2
5.2
5.2
5,2 5 ' 4,7
5.3 4.6
4,54,3 4,1
4.3 4241
4,1, 3,7
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38
5.5
S.F, 5,5
4 5,5
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5,4
5.3 n
5.2 5.3
9.25.3
5,3
5 2
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5.20 4.7
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4.2
5,6 5,6
5,4 5.5
5,3 .,
5,2
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44.11
5.6
5.5
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5.35.4
5,2
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+ + + +
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+
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TD EURE - CAMP SEAFARER MARINA
Vertical Datum ARAPAHOE
Conversion
NAVD88 PAML►CO COUNTY, NORTH CAROLINA
0.3o MLW CONDITIONAL SURVEY
BATHYMETRY AND CONTOURS
Notes:
1. Horizontal Datum: NC State Plane - Zone 3200, NAD83, Feet
2. Vertical Datum: NAVD88, Feet
3. Data collected by TI Coastal on May 9th, 2023 and represent conditions at that time.
Graphic Scale 4. Soundings are expressed in depths and in feet and tenths.
S. MLW conversion derived from NOAA VDatum
o• so, 108, 6. 2020 Aerial Imagery downloaded from nconemap.com
Scale, 1••= 100'
DWG NAME. TO Eure Seafarer CND.dwg
DWG DATE. May 18th, 2023 SURVEY DATE: May 91h, 2023
SCALE. 1•• = 100' SHEET, 2 OF 7

•
VTA.INING W LL AND T ER SFTAAF�
PROPOSED 30' x 30' COVERED DOCK PLATFOR
PROPOSED 100' x 8' FLOATING DOCK AND GANGWA
PROPOSED MOORING PILIN
PROPOSED 100' VINYL SEAWALL
J
annel Marker #7 �f "
ha
XISTING STAIRS
TING 140-*NYL SEAWA
ROPISED 300' OF CONCRETE BOARDWALK
Li
• �' ISTING DOCK/BULKHEAD
ROPOSED 20' x 4' f
• CONCRETE FINGER PIERS
jX STING MOORING PILINGS
5
pq
h.--JM
mr
P,
z
y.
• � o
1
-,EXISTING DC
31�R
:'A
TD EURE - CAMP SEAFARER MARINA Notes: IP
1. Horizontal Datum: NC State Plane - Zone 3200, NAD83, Feet
2. Vertical Datum: NAVD88, Feet
T I Coastal Vertical Datum ARAPANOE 3. Data collected by TI Coastal on May 9th, 2023 and represent conditions at that time.
Conversion 4. Soundings are expressed in depths and in feet and tenths.
PAML►CO COUNTY NORTH CAROLINA Graphic Scale
NAVD88 � 5. MLW conversion derived from NOAA VDatum
o• ss• so• 6. 2020 Aerial Imagery downloaded from nconemap.com
0.3o CONDITIONAL SURVEY
Scale: 1"= 50' MLW
T► Coastal Services, Inc. DWG NAME: TO Eure Seafarer CND.dwg
387-B N. Green Meadows Drive
Wilmington, NC 28405 PROPOSED CONSTRUCTION DWG DATE: May 18th, 2023 SURVEY DATE: May 9th, 2023
910.821.1358
III
SCALE: 1- =50' SHEET: 3 OF 7

X: 2643397.46 0+00 Length: 200.00 Azimuth: 39.32 X: 2643521.48
Y: 459535.24 Y: 459692.14
-50.00 0.00 50.00 100.00 150.00 200.00 250.00
-5.00
-5.00
o+ao
0.00
0.00
5.00
5.00
10.00
230509 Survey DBL 100.00 FtAn
0+00 Depth 10.00 Ft:ln
X: 2643319.01 1+00 Length: 200.00 Azimuth: 38.32 X: 2643443.02
Y: 459597.24 Y: 459754.15
.50.00 0.00 50.00 100.00 15000 200.00 250.00
-5.00 -5.00
1+00
0.00 0 DD
5.00 5.00
10.00 10.00
230509 Survey DBL 100.0D Ft In
1+00 Depth 10.00 Ft In
X: 2643240.55 2+00 Length: 200.00 Azimuth: 39.32 X: 2643364.57
Y: 459659.25 Y: 459816.16
-50.00 0.00 50.00 100.00 150.00 200.00 250.00
-5.00
-5.00
2+00
0.00
0.00
5.00
5.00
m.oa
m.00
230509 Survey DBL 100.00 Ftln
2+00 Depth 10.00 FtAn
X: 2643377.85 0+25 Length: 200,00 Azimuth: 38.32 X: 2643501.86
Y: 45955D 74 Y: 459707.55
-50.00 0.00 50.00 100.00 150.00 200.00 250.00
-5.00
-5,00
0+25
0.00
0.00
s.00
s.oa
10.00
10.00
230509 Survey DBL 100.00 Ft In
0+25 Depth 10 00 FlAn
X: 2643299.39 1+25 Length: 200,00 Azimuth: 38.32 X: 26*23.41
Y: 459612.74 Y: 459769.65
.50.00 0.00 50.00 100.00 150.00 200.00 250.00
-5.00 -5.00
1+25
0.00 0.00
5.00 5.00
10.00 10.00
230509 Survey DBL 100.00 Ft: In
1+25 Depth 10.00 Ft:ln
X: 2643220.94 2+25 Length: 200,00 Azimuth: 38.32 X: 264334495
Y: 459674.75 Y: 459831.66
-50.00 0.00 50.00 100.00 150.00 200.00 250.00
-5.00
-5,00
2+25
0 00
0.00
5 00
5.00
10.00
10.00
230509 Survey DBL 100.00 FtAn
2+25 Depth 10.00 Ft: In
X: 2643358.24 0+50 Length: 200.00 Azimuth: 38.32 X: 2643482.25
Y: 459566.24 Y: 459723.15
-50.00 0.00 50.00 100.00 150.00 200.00 250.00
-5.00
-5.00
o+sa
0.00
0,00
5.00
5,00
10.00
10.00
230509 Survey DBL 100.00 Ft In
0+50 Depth 10.00 Ftan
X: 2643279.78 1+50 Length: 199.99 Azimuth: 38.32 X: 21543403,79
Y: 459628.25 Y: 459785.15
-50.00 0.00 50.00 100.00 150.00 200.00 250.00
-5.00 -5.00
1+50
0.00 0.00
5.00 5.00
10.00 10.00
230509 Survey DBL 100.00 Ftan
1+50 Depth 10.00 Ft In
X: 2643201.33 2+50 Length: 200.00 Azimuth: 38.32 X: 2643325.34
Y: 459690.25 Y: 459847.16
-50.00 0.00 50.00 100.00 150.00 200.00 250.00
-5.00
-5.00
2+50
0.00
0,00
5.00
5,0D
10.00
10.00
230509 Survey DBL 100.00 Ft. n
2+50 Depth 1000 F.In
X: 2643338.62 0+75 Length: 200.00 Azimuth: 38.32 X: 2643462.64
Y: 459581.74 Y: 459738.65
-50.00 0.00 5000 100.00 150.00 200.00 250.00
-500
-5.00
0+75
0,00
0.00
5,00
5.00
10.00
10.00
230509 Survey DBL 100.00 Ftln
0+75 Depth 10.00 Fdn
X: 2643260.17 1+75 Length: 200.00 Azimuth: 38.32 X: 2643384.18
Y: 459643.75 Y: 459800.66
-50.00 0.00 50.00 100.00 150.00 200.00 250.00
-5.00 -5.00
1+75
0.00 000
5.00 500
10.00 10.00
230509 Survey DBL 100.00 Fdn
1+75 Depth 10.00 Ft In
X: 2643181.71 2+75 Length: 200.00 Azimuth: 38.32 X: 2543305.73
Y: 459705.75 Y: 459862.66
-50.00 0.00 50.00 100.00 150.00 200.00 250.00
-5.00
-5.00
2+75
000
0.00
5,0D
5.00
10.00
10.00
230509 Survey DBL 100.00 FtAn
2+75 Depth 10.00 Rim
TD EURE CAMP SEAFARER MARINA
Vertical Scale
Notes
1. Horizontal Datum: NC State Plane - Zone 3200, NAD83, Feet
o• 5• ,D•
2. Vertical Datum: NAVD88, Feet
_
TI -, o a s to I
Vertical Dafum
Conversion
NAVD88
D.3D•
NLw
ARAPAHOE
PAMLICO COUNTY, NORTH CAROLINA
3. Data collected x r Coastal on May nth, fee and represent conditions at that time.
4. Soundings are expressed in depths and in feet and tenths.
5. MLW conversion derived from NOAA VDatum
Scale: 1" = 10'
Horizontal Scale
CONDITIONAL SURVEY
TI Coastal Services, Inc.
387-8 N. Green Meadows Drive
Wilmington, NC 28405
0• 25• 1. 100•
Scale: 1" = 100'
Basin Cross Sections -Station 0+00 to 2+75
DWG NAME: TO Eure Seafarer CND.dwg
DWG DATE: May 18th, 2023
SURVEY DATE: May 9th, 2023
9f0.821.1358
SCALE: As Noted
SHEET. 4 OF 7

X: 2643779.28 0+00 Length: 200.00 Azimuth: 308.57 X: 2643622.92
Y: 459854.34 Y: 459979.04
-50.00 0.00 50.00 100.00 150.00 200.00 250.00
5.00 .5.00
0+00
0.00 0.00
5.00 5.00
10.00 10.00
230509 Survey DBL 100.00 Ft: In
0+00 Depth 10.00 Ft:ln
X: 2643654.59 2+00 Length: 200.00 Azimuth: 308.57 X: 2643498.22
Y: 459697.97 Y: 459822.67
-50.00 0.00 50.00 100.00 150.00 200.00 250.00
5.00
-5.00
2+00
0.00
0 00
5.00
5 00
10.00
10.00
230509 Survey DBL 100.00 Ft: In
2+00 Depth 10.00 R:ln
X: 2643529.89 4-00 Length: 200.00 Azimuth: 308.57 X: 2643373.52
Y: 459541.61 Y: 459666.30
-50.00 0.00 50.00 100.00 150.00 200.00 250.00
-5.00
-5.00
4+30
0.00
0 00
s 00
Sao
i0.00
0.W
230539 Survey DBL 100.00 Ft: In
4+00 Depth 10.00 R:ln
X: 2643405.20 6+00 Length: 200.00 Azimuth: 308.57 X: 2643248.83
Y: 459385.24 Y: 459509.93
-50.00 0.00 50.00 100.00 150.00 200.00 250.00
5.00 -5.00
6+00
0.00 7.00
5.00 5 00
10.00 10.00
230509 Survey DBL 100.00 Ft:ln
6+00 Depth 10.00 Ft In
X: 2643748.11 0+50 Length: 200.00 Azimuth: 308.57 X: 2643591.74
Y: 459815.25 Y: 459939.95
-50.00 0.00 50.00 100.00 150.00 200.00 250.00
5.00 -5.00
0+50
0.00 C 00
5.00 5.00
10.00 10.00
230509 Survey DBL 100.00 Ft: In
0+50 Depth 10.00 Ft In
X: 2543623.41 2+50 Length: 200,00 Azimuth: 308.57 X: 2643467.05
Y: 459658.88 Y: 459783.58
-50.00 0.00 50.00 100.00 150.00 200.00 250.00
5.00
-5,00
2+50
0 00
0.00
5 00
5.00
10.00
10.00
230509 Survey DBL 100.00 Ft:ln
2+50 Depth 10.00 Ft In
X: 2643498.72 4+50 Length: 200.00 Azimuth: 308.57 X: 2643342.35
Y: 459502.51 Y: 459627.21
-50.00 0.00 50 Co 100.00 150.00 200.00 250.00
5.00
-5,00
4+50
0 00
0:00
510
5DO
10 Co
10.00
230509 Survey DBL 100.1)) Ft:ln
4+50 Depth 10.00 Ft In
X: 2643374.02 6+50 Length: 199,99 Azimuth: 308.57 X: 2643217.66
Y: 459346.15 Y: 459470.84
-50.00 0.00 50.00 100.00 150.00 200.00 250.00
5.00 -5,00
6+50
0.00 0.00
5 00 5.00
10.00 10.00
230509 Survey DBL 100.00 Ft:ln
6+50 Depth 10.00 Ft In
X: 2643716.94 1+00 Length: 200.00 Azimuth: 308.57 X: 2643560.57
Y: 459776.16 Y: 459900.85
-50.00 0.00 50.00 100.00 150.00 200.00 250.00
5.00 -5.00
1n33
0:33 0.00
5DO 5.00
10.00 10.00
230509 Survey DBL 100.00 Ft: In
1+00 Depth 10.00 Ft:ln
X: 2643592.24 3+00 Length: 200.00 Azimuth: 308.57 X: 2643435.87
Y: 459619.79 Y: 459744.49
-50.00 0.00 50.00 100.00 150.00 200.00 250.00
5.00
-5.00
3+00
C 3
0,00
5D0
5,00
10.00
10.00
230509 Survey DBL 100.00 Ft:ln
3+00 Depth 10.00 Fbn
X: 2643467.55 5+00 Length: 200.00 Azimuth: 308.57 X: 2643311.18
Y: 459463.42 Y: 459588.12
-50.00 0.00 50.00 100.00 150.00 200.00 250.00
5.00
-5.00
5+00
C M
0.00
510
5,00
10.00
10.00
230509 Survey DBL 100.00 Ft:ln
5+00 Depth 10.L0 Flan
X: 2643342.85 7+00 Length: 200.00 Azimuth: 308.57 X: 2643186.48
Y: 459307.05 Y: 459431.75
-50.00 0.00 50.00 100.00 150.00 200.00 250.00
5.00 -5.00
7+00
0D3
0,00
5D3
Soo
10.00
10.00
230509 Survey DBL 100.00 Ft:ln
7+00 Depth 10.00 Ft:ln
X: 2643685.76 1+50 Length: 200.00 Azimuth: 308.57 X: 2643529.39
Y: 459737.07 Y: 459861.76
-50.00 0.00 50.00 100.00 150.00 200.00 250.00
-5.00 -5.00
1+50
00
C n0
r0
pn
10.00
10.00
230509 Survey DBL 100.00 Fdn
1+50 Depth 10.00 Ft:ln
X: 2643561.07 3+50 Length: 200.00 Azimuth: 308.57 X: 2643404.70
Y: 459580.70 Y: 459705.39
-50.00 0.00 50.00 100.00 150.00 200.00 250.00
5.00
-5.00
3+50
0,00
000
5,00
10.00
10.00
230509 Survey DBL 100.00 Fdn
3+50 Depth 10.00 FtAn
X: 2643436.37 5+50 Length: 200.00 Azimuth: 308.57 X: 2643280.00
Y: 459424.33 Y: 459549.02
-50.00 0.00 50,00 100.00 150.00 200.00 250.00
-5.00
-5.00
5+55
000
0.00
5N
5.00
10.00
10.00
230509 Survey DBL 100.00 Ft:ln
5+50 Depth 10.00 Ft:ln
X: 2643311.68 7+50 Length: 200.00 Azimuth: 308.57 X: 2643155.31
Y: 459267.96 Y: 459392.66
-50.00 0.00 50.00 100.00 150.00 200.00 250.00
-5.00 5.00
7+50
0,00 C n0
Soo 5 .o
10.00 10.00
230509 Survey DBL 100.00 Fdn
7+50 Depth 10.00 Ft:ln
TD EURE CAMP SEAFARER MARINA
Vertical Scale
Notes:
1. Horizontal Datum: NC State Plane -Zone 3200, NAD83, Feet
D• 5• ,o•
2. Vertical Datum: NAVD88, Feet
TI = o a s t a I
Vertical Datum
Conversion
NAVD88
D.JD•
MLW
ARAPAHOE
PAML►CO COUNTY, NORTH CAROLINA
3. Data collected x r Coastal on May nth, fee and represent conditions at that time.
4. Soundings are expressed in depths and in feet and tenths.
S. MLW conversion derived from NOAA VDatum
Scale: 1"= 10'
Horizontal Scale
CONDITIONAL SURVEY
T► Coastal Services, Inc.
387-B N. Green Meadows Drive
Wilmington, NC 28405
D• 25• So' f o•
Scale: 1"= 100'
Channel Cross Sections - Station 0+00 to 7+50
DWG NAME: TO Eure Seafarer CND.dwg
DWG DATE: May 18th, 2023
SURVEY DATE: May 9th, 2023
910.821A358
SCALE: As Noted
SHEET: 5 OF 7

X: 2643280.50 8+00 Length: 200.00 Azimuth: 308.57 X: 2643124.13
Y: 459228.87 Y: 459353.56
-50.00 0.00 50.CO 100.00 150.00 200.00 250.00
5.00 -5.00
8+00
0.00
0.00
5.00
5.00
10.00
10.00
230509 Survey DBL 100.00 Ft: In
8+00 Depth 10.00 Fdn
X: 2643155.81 10+00 Length: 200.00 Azimuth: 308.57 X: 2642999.44
Y: 459072.50 Y: 459197.20
-50.00 0.00 50.00 100.00 150.00 200.00 250.00
5.00
-5.00
10+00
0.00
0 00
5.00
5 00
10.00
10.00
230509 Survey DBL 100.00 Ft: In
10+00 Depth 10.00 R:ln
X: 2643031.11 12+00 Length: 200.00 Azimuth: 308.57 X: 2642874.74
Y: 458916.13 Y: 459040.83
-50.00 0.00 50.00 100.00 150.00 200.00 250.00
-5.00
-5.00
12+00
0.00
0 00
5.00
500
10.00
1 1 1 1 1 1 1 1 1 1 1 1 1 1
10.00
230509 Survey DBL 100.00 FtAn
12+00 Depth 1000 R:ln
X: 2642906.42 14+00 Length: 200.00 Azimuth: 308.57 X: 2642750.05
Y: 458759.76 Y: 458884.46
-50.00 0.00 50.00 100.00 150.00 200.00 250.00
5.00 -5.00
14+00
0.00
7.00
5.00
5.00
10.00
10.00
230509 Survey DBL 100.00 Ft: In
14+00 Depth 10.00 Ft:ln
X: 2643249.33 8+50 Length: 200.00 Azimuth: 308.57 X: 2643092.96
Y: 459189.78 Y: 459314.47
-50.00 0.00 50.00 100.00 150.00 200.00 250.00
5.00 -5.00
8+50
0.00 C 00
5.00 5.DO
10.00 10.00
230509 Survey DBL 100.00 Ft: In
8+50 Depth 10.00 Ft In
X: 2543124.63 10+50 Length: 200,00 Azimuth: 308.57 X: 2642968.26
Y: 459033.41 Y: 459158.10
-50.00 0.00 50.00 100.00 150.00 200.00 250.00
5.00
-5,00
10+50
0 00
O.DO
5 00
5.00
10.00
10.00
230509 Survey DBL 100.00 Ft:ln
10+50 Depth 10.00 Ft In
X: 2642999.94 12+50 Length: 200.00 Azimuth: 308.57 X: 2642843.57
Y: 458877.04 Y: 459001.74
-50.00 0.00 50.00 100.00 150.00 200.00 250.00
5.00
-5,00
12+50
0.00
000
5.00
5DO
10.00
10.00
230509 Survey DBL 100.00 Ft:ln
12+50 Depth 10.00 Ft In
X: 2642875.24 14+50 Length: 200,00 Azimuth: 308.57 X: 2642718.87
Y: 458720.67 Y: 458845.37
-50.00 0.00 50.00 100.00 150.00 200.00 250.00
5.00 -5,00
14+50
0.00 0.00
5.00 5.00
10.00 10.00
230509 Survey DBL 100.00 Ft:ln
14+50 Depth 10.00 Ft In
X: 2643218.15 9+00 Length: 199.99 Azimuth: 308.57 X: 2643061.79
Y: 459150.69 Y: 459275.38
-50.00 0.00 50.00 100.00 150.00 200.00 250.00
5.00 -5.00
9+GD
G:90 00
5DO 5.00
10.00 10.00
230509 Survey DBL 100.00 Ft: In
9+00 Depth 10.00 Ft:ln
X: 2643093.46 11+00 Length: 200.00 Azimuth: 308.57 X: 2642937.09
Y: 458994.32 Y: 459119.01
-50.00 0.00 50.00 100.00 150.00 200.00 250.00
5.00
-5.00
11+00
ODo
0,00
5.00
5,00
10.00
10.00
230509 Survey DBL 100.00 Ft:ln
11+00 Depth 10.00 Fbn
X: 2642968.76 13+00 Length: 199.99 Azimuth: 308.57 X: 2642812.40
Y: 458837.95 Y: 458962.64
-50.00 0.00 50.00 100.00 150.00 200.00 250.00
-5.00
-5.00
13+D0
O::D
000
5D0
5,00
10.00
10.00
230509 Survey DBL 100.00 Ft:ln
13+00 Depth 10.00 Ft:ln
X: 2642844.07 15+00 Length: 200.00 Azimuth: 308.57 X: 2642687.70
Y: 458681.58 Y: 458806.28
-50.00 0.00 50.00 100.00 150.00 200.00 250.00
5.00 -5.00
15+00
0DO 0,00
5DO Soo
10.00 10.00
230509 Survey DBL 100.00 Ft:ln
15+00 Depth 10.D0 Ft:ln
X: 2643186.98 9+50 Length: 200.00 Azimuth: 308.57 X: 2643030.61
Y: 459111.59 Y: 459236.29
-50.00 0.00 50.00 100.00 150.00 200.00 250.00
-5.00 -5.00
9+50
00
C n0
0
no
10.00
10.00
23D509 Survey DBL 100.00 Fdn
9+50 Depth 10.00 Ft:ln
X: 2643062.29 11+50 Length: 200.00 Azimuth: 308.57 X: 2642905.92
Y: 458955.22 Y: 459079.92
-50.00 0.00 50.00 100.00 150.00 200.00 250.00
5.00
-5.00
11+50
0,00
000
5,00
10.00
10.00
230509 Survey DBL 100.00 Fdn
11+50 Depth 10.00 FtAn
X: 2642937.59 t3+5C Length: 200.00 Azimuth: 308.57 X: 2642781.22
Y: 458798.86 Y: 458923.55
-50.00 0.00 50,00 100.00 150.00 200.00 250.00
-5.00
-5.00
13+50
000
0.00
5N
5.00
1000
10.00
230509 Survey DBL 100.00 Fdn
13+50 Depth 10.00 Ft:ln
X: 2642812.90 15+50 Length: 200.00 Azimuth: 308.57 X: 2642656.53
Y: 458642.49 Y: 458767.19
-50.00 0.00 50.00 100.00 150.00 200.00 250.00
-5.00 5.00
15+50
0,00
C n0
5,00
5 .o
10.00
10.00
230509 Survey DBL 100.00 Fdn
15+50 Depth 10.00 Ft:ln
TD EURE CAMP SEAFARER MARINA
Vertical Scale
Notes:
1. Horizontal Datum: NC State Plane -Zone 3200, NAD83, Feet
0• 5• 10•
2. Vertical Datum: NAVD88, Feet
TI = o a s t a I
Vertical Datum
Conversion
1:oNAVD88
MLW
ARAPAHOE
PAML►CO COUNTY, NORTH CAROLINA
3. Data collected Coastal on May nth, and represent conditions at that time.
4. Soundings are expressed feet in depths and in feet and tenths.
S. MLW conversion derived from NOAA VDatum•
Scale: 1"= 10'
Horizontal Scale
CONDITIONAL SURVEY
T► Coastal Services, Inc.
387-B N. Green Meadows Drive
Wilmington, NC 28405
0• 25' So' 100'
Scale: 1"= 100'
Channel Cross Sections - Station 5+00 to 15+50
DWG NAME: TD Eure Seafarer CND.
TO g
DWG DATE: May 18th, 2023
SURVEY DATE: May 9th, 2023
910.821A358
SCALE: As Nofed
SHEET: 6 OF 7

X: 2642781.72 16+00 Length: 200.00 Azimuth: 308.57 X: 2642625.35
Y: 458603.40 Y: 458728.10
-50.00 0.00 50.00 100.00 150.00 200.00 250.00
5.00 .5.00
16+00
0.00
0.00
5.00
5.00
10.00
10.00
230509 Survey DBL 100.00 Ft:ln
1640 Depth 10.00 FLIn
X: 2642657.02 18+00 Length: 200.00 Azimuth: 308.57 X: 2642500.65
Y: 458447.03 Y: 458571.73
-50.00 0.00 50.00 100.00 150.00 200.00 250.00
5.00
-5.00
18+00
0.00
0 00
5.00
5 00
10.00
10.00
230509 Survey DBL 100.00 Ft:ln
18+00 Depth 10.00 Ftln
X: 2642750.55 16+50 Length: 200.00 Azimuth: 308.57 X: 2642594.18
Y: 458564.30 Y: 458689.00
-50.00 0.00 50.00 100.00 150.00 200.00 250.00
5.00 -5.00
16+50
0.00 r.00
5.00 5.00
10.00 10.00
230509 Survey DBL 100.00 Ft: In
16+50 Depth 10.00 Ft In
X: 2542625.85 18+50 Length: 200,00 Azimuth: 308.57 X: 2642469.48
Y: 455407.94 Y: 458532.64
-50.00 0.00 50.00 100.00 150.00 200.00 250.00
5.00
-5,00
18+50
000
OD0
5 00
5.00
10.00
10.00
230509 Survey DBL 100.00 Ft:ln
18+50 Depth 10.00 Ft In
X: 2642719.37 17+00 Length: 200.00 Azimuth: 308.57 X: 2642563.00
Y: 458525.21 Y: 458649.91
-50.00 0.00 50.00 100.00 150.00 200.00 250.00
5.00 -5.00
n+o
0:C0 0.00
5DO 5.00
10.00 10.00
230509 Survey DBL 100.00 Ft:ln
17+00 Depth 10.00 Fbn
X: 2642594.68 19+00 Length: 200.00 Azimuth: 308.57 X: 2642438.31
Y: 458368.85 Y: 458493.55
-50.00 0.00 50.00 100.00 150.00 200.00 250.00
5.00
-5.00
19,00
OD0
0,00
510
5,00
10.00
10.00
230509 Survey DBL 100.00 Ft:ln
19+00 Depth 10.00 Fbn
X: 2642688.20 17+50 Length: 200.00 Azimuth: 308.57 X: 2642531.83
Y: 458486.12 Y: 45B610.82
-50.00 0.00 50.00 100.00 150.00 200.00 250.00
-5.00 -5.00
tt+5o
G:00
a
5 CD
00
10.00
10.00
230509 Survey DBL 100.00 Fdn
17+50 Depth 10.00 Ft:ln
TD EURE CAMP SEAFARER MARINA
Vertical Scale
Notes:
1. Horizontal Datum: NC State Plane - Zone 3200, NAD83, Feet
o• 5• 10•
2. Vertical Datum: NAVD88, Feet
T I = o a s t a I
Vertical Datum
Conversion
ToNAVD88
MLW
ARAPAHOE
PAML►CO COUNTY, NORTH CAROLINA
3. Data collected Coastal on May nth, and represent conditions at that time.
4. Soundings are expressed feet in depths and in feet and tenths.
S. MLW conversion derived from NOAA VDatum•
Scale: 1"= 10'
Horizontal Scale
CONDITIONAL SURVEY
T► Coastal Services, Inc.
387-B N. Green Meadows Drive
Wilmington, NC 28405
0' 25' So' 100•
Scale: 1"= 100'
FChannel Cross Sections - Station 16+00 to 19+00
DWG NAME: TO Eure Seafarer CND. dw g
DWG DATE: May 18th, 2023
SURVEY DATE: May 9th, 2D23
910.821A358
SCALE: As Noted
SHEET: 7 OF 7

Existing Approved Upland Spoil
Disposal Area (--200' x 200' x 12')
Per CAMA Major 45-12, May 9, 2012
�O"' r f !
Ir
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SUBJECT PROPERTY
i YMCA CAMP SEAFARERS
2744 SEAFARER ROAD
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1. 2019 PARCELS FROM NCONEMAP. 2023 AERIAL FROM NEARMAP.
I 2. LENGTH OF SHORELINE AT APPROXIMATE NORMAL HIGH WATER IS-11,850'.
t 3. WIDTH OF WATERBODY IS -3.5 MILES.
4. NOT A SURVEYED OR ENGINEERED DRAWING. FOR ENVIRONMENTAL PERMITTING ONLY.
Legend
Taxparcels
Appx. Normal High Water - - - - - - - Project: Date: Revision Date:
30' CAMA Buffer - - - - - - - - - - - DA�#r YMCA Camp 7/6/2023 N/A
Existing Docks / Bulkhead Seafarer Scale: Job Number:
QQ Resource Group Title: 1"=200' DRGNCW23.226
Existing Spoil �SX� 3805 Wrightsville Ave Suite 15 Spoil Disposal Drawn By: Sheet Number:
0 100 200 400 9
Disposal Area Wilmington, North Carolina 28403 WAD 1 of 1
910452-0001

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: YMCA of the Triangle Area, Inc. - Camp Seafarer
2. LOCATION OF PROJECT SITE: The project is located at 2744 Seafarer Road
(NCSR 1117) adjacent to the Neuse River near Arapahoe, Pamlico County.
Photo Index-2006: 74-8408, grids N-16, 0-16; 2000:74-887, grids M-16, N-16.
State Plane Coordinates - X: 805611.193 Y: 140165.594
Latitude: 34 59 39.97 Longitude: -76 51 09.25
3. INVESTIGATION TYPE: CAMA/D&F
4, INVESTIGATIVE PROCEDURE: Date of Site Visit - several since 2/2/11
Was Applicant/Agent Present -Yes
Photos Taken - Yes
5. PROCESSING PROCEDURE: Application Received - cc: 2/13/12
Office - MHC
6. SITE DESCRIPTION:
(A) Local Land Use Plan - 2005 Pamlico County (01/28/05)
Land Classification from LUP -- Rural with Services
(B) AEC(s) Involved: ES, EW, PTA
(C) Water Dependent: Yes
(D) Intended Use: Commercial
(E) Wastewater Treatment: Existing - on site facility
Planned - none r
(F) Type of Development: Existing - typical youth camp facilities and infrastructure
(i.e. cabins, cafeteria, access roads, docks, etc.)
Planned - Maintenance dredging, bulkhead, and dock
reconfiguration
(G) Estimated Annual Rate of Erosion: NIA
Source - NIA
7. HABITAT DESCRIPTION: DREDGED FILLED INCORP/SHADED
(A) High Ground 44,200 ft'
(B) Shallow Bottom 1193,510 ft2 2,750 ftz 2,925 ftZ incorp
(E) Total Area Disturbed: 143.385 ft2
(F) Primary Nursery Area: No
(G) Water Classification: SC; Sw, NSW Open: No
(H) Cultural Resources: none
8. Project Summary: The applicant wishes to perform maintenance excavation of the existing
channel into Mill Creek, and to construct a vinyl bulkhead for shoreline stabilization, with a
boardwalk cap. The boardwalk cap will then replace/reconfigure a portion of the existing
marina.

Field Investigation Report:
Yf Camp Seafarer
Page 2
9. Narrative Description:
Camp Seafarer is a commercial summer youth camp owned and operated by the YMCA of the
Triangle Area, Inc. It is located at 2744 Seafarer Road (SR 1117) in Arapahoe, Pamlico County.
The property is approximately 345 acres. It abuts the Neuse River and Mill Creek. The adjacent
properties are developed with single family residences.
The camp has approximately 11,270' of shoreline along the Neuse River and Mill Creek. This
area at the mouth of Mill Creek is the focus of the proposed work on the property. (Therefore,
this Field Report will limit its focus to that area). There is a boathouse and marina basin at the
mouth of Mill Creek along the southeast property boundary. Immediately north of the basin is a
boat ramp and dilapidated rail haul out basin. The shoreline of the marina basin to the boat ramp is
armored with rip rap. This rip rap is failing to prevent further erosion of the high ground and is
sloughing off into the basin and Mill Creek. There is a rip rap groin on the west side of the mouth
of Mill Creek.
The average elevation of the high ground of the parcel is + 15' above the normal water level (nwl).
Vegetation on this particular tract is mainly comprised of lawn grasses and then coastal wetlands
adjacent to the headwaters of Mill Creek. There is a defined channel at the mouth of Mill Creek
leading into the Neuse River; previously dredged for Camp Seafarer (ref. CAMA Major Permit
#99-87). Water depths in the channel range from about -2' to -7' nwl.
Mill Creek is approximately 65' across at this location. This area is a part of the Neuse River
basin. It is subject to wind driven tides. These Estuarine Waters of the Neuse River are not
classified as a Primary Nursery Area and there is no submerged aquatic vegetation (SAV) present
in the area of the proposed development. SAV has been documented immediately upstream from
this area. This waterbody is closed to shellfish harvest and is classified as SC; Sw, Nutrient
Sensitive Waters. There are Coastal Wetlands immediately adjacent to the proposed project area
(north of the haul out basin). This proposal is subject to the DWQ Neuse River Riparian Buffer
Rules.
10. Proposed Development:
The applicant wishes to replace the rip rap adjacent to the marina basin and boat ramp with vinyl
bulkhead. The applicant's rip rap revetment has failed during major storm events. The applicant
also wishes to maintenance dredge the existing Mill Creek channel and reconfigure a portion of its
marina. In reconfiguring this section of the marina basin dockage, the applicant will be able to add
an additional slip within the same footprint. The applicant wishes to bulkhead and backfill in the
old haul out basin because it is no longer used.
The maintenance dredging of the access channel, which connects the marina basin to the Neuse
River, will be performed utilizing hydraulic means. The previously dredged access channel is
1,039' long and 90' wide. It will be dredged back down to -8.0' deep (NWL). This would result
in the removal of approximately 10,000 cubic yards of benthic habitat. The spoil material would
Brad Connell February 16, 2012 Morehead City

Field Investigation Report:
Camp Seafarer
Page 3
be pumped to the existing spoil site on high ground (ref. LAMA Major Permit #99-87). The
existing 40,000-square foot spoil disposal area is approximately 800' north of the existing boat
ramp on Mill Creek. This existing spoil disposal site should adequately contain the dredged spoil
material.
Along the northeast side of the marina basin, the applicant is proposing to construct a vinyl
bulkhead. The bulkhead would have a 4'-wide boardwalk cap on it. This cap would be utilized to
access the existing boat slips along that section of the marina basin, and thus enabling the applicant
to create an additional boat slip with the new configuration. The existing finger piers and tie
pilings would remain. The bulkhead would continue north along the Mill Creek shoreline and have
a break around the existing boat ramp. Then it would continue north across the mouth of the old
haul out basin. The 110' by 25' basin would then be back filled in with earthen material from an
approved upland source and reclaimed as high ground. The total overall length of bulkhead would
be 350' with 12' tie back rods to the dead men.
11. Anticipated Impacts:
This proposal is subject to the DWQ Neuse River Basin Riparian Buffer Rules. No long-term
environmental effects anticipated. Temporary turbidity during times of excavation and bulkhead
construction are anticipated. There will be no change of use of the camp's operations. The vinyl
bulkhead will be sited along the NWL, parallel to the base of the existing erosion escarpment.
The maintenance excavation will remove 93,510 square feet of benthic habitat. Approximately
44,200 square feet of high ground will be graded and filled as a result of this proposal to construct
the vinyl bulkhead with tie backs, to fill the spoil disposal area, and another 2,750 square feet of
material to fill in the old railway haul out basin. The reclamation of the old railway would
improve flushing capacity within Mill Creek and improve water quality. There is the possibility of
additional maintenance dredging requests for this channel again in the future.
The new dock configuration will continue to usurp 2,925 square feet of Public Trust Waters within
the Mill Creek marina basin. This new configuration will add a new boat slip to the marina. There
would not be any impact to navigation along this section of shoreline.
Appropriate sedimentation and erosion control measures will be implemented to ensure that eroded
materials do not enter into the adjacent waters or wetland areas. The waters of the Mill Creek are
classified as SC; Sw, Nutrient Sensitive Waters at this location and are not designated as a Primary
Nursery Area. These waters are closed to the harvest of shellfish and there are no beds of
submerged aquatic vegetation present in the immediate vicinity of the project area.
Brad Connell February 16, 2012 Morehead City

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YMCA OF THE TRIANGLE 1 11/15/2011
CAMP SEAFARER ARAPAHOE, N.C.
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SPILLWAY PIPE
YMCA OF THE TRIANGLE 11/15/2011
CAMP SEAFARER ARAPAHOE; N.C. �
SHEET lB DIKE CONSTRUCTION