20240491 Ver 1_CAMA Application_20240325

DIVISION OF COASTAL MANAGEMENT
Fnviranmenra! FIELD INVESTIGATION REPORT
QG<)Ilty
1. APPLICANT'S NAME: Coresounders of Atlantic, LLC
2. LOCATION OF PROJECT SITE: 1000 Morris Marina Road Atlantic, NC 28511
Longitude:-76.32308 Latitude: 34.89632
3. INVESTIGATION TYPE:
4. INVESTIGATIVE PROCEDURE:
Date of Visit
Purpose of Visit
Applicant Present?
2/6/2024
Site Visit
Yes
3/19/2024
Site Visit Water Depths
No
5. PROCESSING PROCEDURE -
Application Received
Application Complete
Regional Office
1/4/2024
3/8/2024
1 DCM - Morehead City Regional Office
6. SITE DESCRIPTION:
(A) Local Land Use Plan: Carteret County
Land Classification from LUP: Land Classification From LUPs
(B) AEC(s) Involved: Coastal Shoreline, Estuarine Shoreline, Coastal Wetlands, Public
Trust Areas, Estuarine Waters
(C) Water Dependent: Yes and No
(D) Intended Use: Commercial
(E) Wastewater Treatment:
Existing: Septic
Planned:
(F) Type of Structures:
Existing: Boat Ramp, Boat ramp, Culvert, Marina, Marina expansion, Boat lift,
Boat slips, Finger pier, Bulkhead(vinyl), Riprap, Parking lot, Swimming pool
Planned: Culvert, Marina expansion, Boat lift, Finger pier, Pier or dock,
Platform, Bulkhead(vinyl), Parking lot, Swimming pool
(G) Estimated Annual Rate of Erosion:
Erosion Information Source: Annual Erosion Source
7. HABITAT DESCRIPTION:
DREDGED (ft)
FILLED (ft)
OTHER (ft)
A Open Water
CW's above NHW
C CW's below NHW
Shallow Bottom
1188
High Ground
Non -Coastal WL
17386
(E) Total Area Disturbed: 973566 ftz
(F) Primary Nursery Area: No
(G) Water Classification: ORW: Outstanding Resource Waters; SA: Market Shellfishing,
Field Investigation Report: Coresounders of Atlantic, LLC
DCM Major Permit
Page 11

Tidal Salt Water
Open to Shellfishing: No
Field Investigation Report: Coresounders of Atlantic, LLC
DCM Major Permit
Page 12

8. PROJECT SUMMARY:
The proposed project would create an RV park on 2 parcels with a total of 237 RV lots, 2
pools, shoreline stabilization, 34-slips within an existing upland marina, culverts and roads,
infrastructure, an observation/fishing pier and associated amenities for the community.
Between both parcels there is currently 30 RV lots, a restaurant, pool house and pool,
bulkhead and riprap, 6 finger piers with 12 boat slips, a ferry landing, paved road, gravel road,
parking lot, and a boat ramp.
9. NARRATIVE DESCRIPTION:
The Atlantic RV Resort at Morris Marina is located along 375 and 1000 Morris Marina Road,
in Atlantic, Carteret County. The site is comprised of 2 separate parcels and abuts Core Sound.
The property is 59.1 acres in its entirety with 2,800 linear feet of shoreline and is partially
stabilized with bulkheads and riprap along Core Sound.
This section of Core Sound is not designated as a Primary Nursey Area and is closed to the
taking of shellfish. It carries a SA/ORW water classification. The substrate is mostly sand and
silt. There was no SAV or shellfish beds observed within the project area at the site visit. The
water depths within this location is-1'nlw/mlw to-9'nlw/mlw. There is no dredging proposed
within navigable waters and there are no known historic or archaeological areas of value
known within the project sites.
The applicant has indicated that the residential development area will be 37.29 acres and will
not exceed a maximum percentage of 11.98% impervious surfaces.
There are several areas of 404 wetlands located on the project area as well as Coastal
Wetlands. All coastal wetlands are indicated on the workplan drawings and are comprised
mostly of Smooth Cordgrass (Spartina alterniflora), Black Needlerush (Juncus roemerianus),
Glasswort (Salicornia spp.), and Salt Grass (Distichlis spicata). The Division of Water Quality
classifies the waters of Core Sound as SA; Outstanding Resource Waters (ORW). This
includes the basin and tributary creeks. This portion of Core sound is close to the taking of
shellfish. Carteret County Land Use Plan classifies this area as commercial within the AECs.
There were no observed shellfish resources or SAV within the area of proposed development.
A scoping meeting was not previously completed for this project.
10. PROJECT DESCRIPTION:
The applicant previously constructed phase one which consisted of 30 RV lots, paved road, one
pool and pool house (permitted under a CAMA minor permit through Carteret County) and
now is proposing to construct phase two of the project. Phase 2 construction would consist of
the clearing and grading for 237 total RV lots as well as construction and installation of
infrastructure (roads, utility lines etc.), placement of a gangway type ditch crossing in order to
access parking on 375 Morris Marina Road, and associated amenities in the community, that
would include 2 pools, an activity building, restrooms, and dumpsters.
The applicant is also proposing a 34-slip marina (total count) in the existing upland basin.
There are 12 existing slips and 6 finger piers previously permitted under a CAMA general
permit(88889C). The applicant is proposing 22 additional slips and 9 finger piers (each 3'x20')
within the basin for a total slip count of 34 (ex. and proposed).
The applicant is also proposing a community pier and covered observation platform that would
extend into Core Sound. This pier would be 6' in width and extend 150' from the normal high -
Field Investigation Report: Coresounders of Atlantic, LLC
DCM Major Permit
Page 13

water line. The pier would terminate with a 20'x30' covered platform and have two 4'x6' fish
cleaning platforms in the middle of the pier. The water depths in the areas of the proposed
observation ranges from -2' to 4' at nlw. The entirety of the structures would be located
within the property owner's riparian area and would not encroach into the 15' riparian setback
area.
In addition to the existing bulkhead around the basin area, the applicant is also proposing to
complete the bulkheading of the shoreline within the basin. This existing bulkhead was
granted through general permit No. 93082-C which allowed for a total of 500 linear feet of
bulkhead to be constructed landward of the coastal wetlands and normal high-water line on the
property. The proposed bulkhead is additional 329 linear feet and would also be located
landward of any coastal wetlands and normal high-water line. There is also a proposed 4' wide
x 204' long boardwalk that would also act as the cap of existing bulkheads landward on the
south side of the existing basin.
The applicant has also included detailed maps indicating the areas of 404 which would be filled
in order to allow for road crossings within the community. These attachments No. 3-6 show
the areas that will impact 17,386 square feet of 404 wetlands.
11. ANTICIPATED IMPACTS:
The proposed upland basin marina would shade 540 W and incorporate an additional 648 ftz of
public trust waters. Minor increases in turbidity can be expected in association with the
installation of pilings for all piers, platforms, and boatlifts. The development of the high ground
properties would disturb 973,566 Wand impact 17,386 fV of 404 wetlands. The community pier
and additional boat slip within the basin would not cause significant impacts to navigation, nor
exceed the 1/4 width of the waterbody. The construction of the addition to the marina and
community pier would be entirely located within the riparian area of the parcel and would not
encroach into the 15' riparian setback area. There were no shellfish resources observed on the
site visit, nor the presence of SAV outside of the growing season.
Name: Kara Guthrie Date: 03-22-2024 Office: DCM - Morehead City Regional Office
Field Investigation Report: Coresounders of Atlantic, LLC
DCM Major Permit
Page 14

Permit Application Report
Application ID
Application Type
Submitted
App Complete
Deadline
Decision
Expiration
PA-1272
DCM Major Permit
01-04-2024
03-08-2024
05-22-2024
Primary Applicant Information
Applicant Type
Title
Business Name
Name
Email
Business Phone
Mobile
Phone
Business/Company
Coresounders of
Atlantic, LLC
Coresounders of
Atlantic, LLC
[e-mail]
252-725-0820
Physical Address
Mailing Address
Street 1
City
State
Zip
Street 1
City
State
Zip
688 Highway 70
Otway
Beaufort
North
Carolina
28516
688 Highway 70 Otway
Beaufort
North
Carolina
28516
Registered Agent Information
Agent Type
Title
Business Name
Name
Email
Business Phone
Mobile Phone
Business/Company
The Cullipher Group,
P.A.
The Cullipher
Group, P.A.
[e-mail]
[phone]
Physical Address
Mailing Address
Street 1
City
State
Zip
Street 1
City
State
Zip
151 A Highway 24
Morehead
City
North
Carolina
28557
151 A Highway 24
Morehead
City
North
Carolina
28557
Project Information
Project Name
Project Type
Disturbed Land Area (Scl Ft/Acres)
Atlantic RV Resort at Morris Marina
Commercial
Sq. Ft. / 22.35 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: Phase I S&EC (CARTE-2022-023)
Project Location Information
Address
County
River Basin
Subdivision
County Parcel ID
Latitude
Longitude
1000 Morris Marina Road
Atlantic, NC 28511
Carteret
White Oak
840205185539000
34.89632
-76.32308
Project Discharges to State Waters
Discharge Type
Surface
Runoff
Sanitary
Wastewater
Industry/Commercial
Effluent
Vessel
Wash Down
Residential
Other
Wastewater/Stormwater Discharged Into Wetland?
Discharge Same Salinity as Receiving Waters
Is There Any Mitigation Proposed
True
False
False
Detailed Description of the Existing Development Located on the Property
Existing Man -Made Features:
Existing boat ramp, ferry landing and office, office/storage building, dumpster, and restaurant.
Existing Land Uses:
Commercial
Existing Wastewater Treatment/Disposal:
(1) system with a 15uu gal septic tanl<, a 1000 gal septic tank, a 1500 gal pump tank, and 1000 gal grease trap serving the restaurant
and proposed swimming pool with restrooms, and (2) systems serving lots 1-30 each with a 3000 gal septic and pump tank.
Solid Waste/Fish Offal/Trash Disposal:
Use and Daily Operations of the Project When Complete
Proposed Development Purpose:
RV park with a restaurant, pool, wet slips with lifts, and other amenities.

Buildings/Facilities/Units/Structures:
Activity building with pool and restrooms for a total of 2 swimming pool, and four proposed dumpsters on Tract II in addition to
existing structures as listed above.
Use & Daily Operations:
Property has an existing and running restaurant and ferry landing with multiple routes per day, office space, and 237 total RV lots to
be rented nightly or year-round. 34 wet slips will be available to rent and an activity building and two total swimming pools with
restrooms as amenities to guests.
Construction Methodology & Equipment:
Total number and pieces of equipment are unknown, but we would expect trackhoes, backhoes, excavators, bulldozers, and
trenching and seeding equipment. We would also expect to have pile and sheet pile drivers.
Development Activities Narrative Specifics:
Application Narrative:
Coresounders of Atlantic, LLC, the owner of the subject parcels located at 1000
Morris Marina Rd. (Tract 1) and 375 Morris Marina Rd. (Tract 11) in Atlantic, NC
is proposing a 237-lot RV park with two proposed pools, one activity building,
dumpsters, and an existing restaurant. Tract I area is 32.40 acres, with the
tract area above Normal High Water of 14.72 acres. Tract 11 area is 26.58 acres.
There are approximately 7.96 acres of 404 wetlands and 4.01 acres of Coastal
Wetlands on site across both tracts. The total project area is 37.29 acres. The
property is located along Core Sound, SA;ORW (Stream Index: 21-35-7). The tracts
to the west and south are vacant and wooded, and the tract to the north is
vacant marsh land. There are two residential tracts to the east located in
between tracts I and 11. The entire property lies in flood zone AE6. There is an
existing restaurant and dumpster, office building used for storage, and ferry
terminal and office located on Tract 1. RV lots 1-30 and one of the proposed
pools with restrooms are also existing and were permitted separately under a
CAMA Minor Permit. Coresounders of Atlantic, LLC is seeking a CAMA Major Permit
for the remaining development, which includes the remaining 237 lots, activity
building and second pool, four more dumpsters, proposed upland basin boat slips,
a proposed hogslat walkway, and proposed vinyl bulkhead.
The proposed RV park has two already installed septic systems serving lots 1-30
that were permitted with an Engineered Option Permit (EOP) and will have more
septic systems to serve the remaining proposed lots. The park is proposed as a
low -density (<12% BUA) development and shall be submitted to NCDEQ subsequently
with the CAMA Major package. A proposed Erosion Control Plan was also submitted
to NCDEQ utilizing temporary sediment traps, skimmer basins, temporary diversion
berms, and silt fence to contain sediment on site. This development has an
existing public water supply well that serves the activity building on Tract I,
restaurant, pool restrooms, and lots 1-30. There is also an approved public
water supply well located on Tract II that will serve the second activity
building and remaining lots.
This area of Core Sound is not within a Primary Nursery Area. The Normal High
Water Line dictates the project boundary along the northern side of Tract I and
eastern sides of both Tracts I and 11. The Normal High Water Line along Tract I
is 3,363.04 LF in length and 474.12 LF in length along Tract 11. The existing
marina basin has 12 existing wet slips and lifts with 6 finger piers. The
project is proposing the addition of 22 more slips with lifts and 9 more finger
piers inside the existing basin. The original marina basin has a surface area of
1.51 acres. The project proposes approximately 329 LF of vinyl bulkhead
beginning at the end of the previously permitted 398 LF of proposed bulkhead on
the north side of the existing basin and extending to the end of the northern
basin at Lot 40. The project also proposes approximately 204 LF of a 4' wide
hogslat walkway on the landward side of the south side of the existing basin,

beginning at Lot 7 and extending to Lot 3. There is a 347 LF long pier proposed
at the east end of Long Point Drive that crosses over 404 wetlands and extends
from the shore, ending at a 50 SF covered fish cleaning platform.
There are no impacts to the 30' buffer on Tract I or 11. All of Tract I and a
portion of Tract 11 are in the 575' AEC. The impervious portions include 195 RV
lots with 464 SF of impervious surface on each, all the buildings on Tract 1,
the dumpsters on Tract 11, asphalt roads, and part of the activity building on
Tract 1. The proposed percentage of impervious area within the 575' AEC is
11.98%.
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
Bulkhead
Type of Stabilization Material
Describe "Other" Stabilization Material
Vinyl
Length
Width
Avg Distance Waterward of NWH/NWL
Max Distance Waterward of NHW/NWL
329
2
0
0
Sq Ft of Fill to be Placed Below Water Level
Type of Fill Material
1
Source of Fill Material
1
0
N/A
How Will Fill Material be Kept on Site and Erosion Controlled
Implement state approved erosion control plan.
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
Private/Community
0
12
22
Piers & Docking Facility Structures
Structure Type
Length
Width
Quantity
Fixed Piers
347
6
1
Fixed Platforms
6
4
2
Fixed Platforms
20
30
1
Boatlift
12
4
34
Fixed Finger Piers
20
3
15
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 I Distance From Shoreline I Arc of Swing I Water Depth
Excavation Development Activity Included: False
Bridges & Culverts Development Activity Included: True
Bridges and Culverts Details
Existing Utility Line Relocation Required
Explain Utility Line Relocation
False
Project Occurs in FEMA 100 Year Floodplain
Explain How Project Requires FEMA Requirements
True
Both tracts are located in flood zone AE6.
Sources Used For Floodplain Determination
What Erosion & Sedimentation Control Measures Are Planned to be Used
FIRM map.
Silt fence, skimmer and sediment basins, temporary diversion berms.
What Construction Techniques Will be Used
Details For Any Construction Techniques Selected
Public Trust Usage Impact During Construction
Public Trust Usage Impact Details
False
Mitigation Plan or DMS Mitigation Proposed
Mitigation Plan Details
False
Work Constructed in NCDOT ROW/Easements
Explain NCDOT Right-of-Way/Easements
False
Impact Summary Sheet Available
How Will Turbidity be Controlled
False
Bridge Details (DOT Tip#: )
Construction Method
Describe "Other" Construction Method
Impact Hammer; Drilling Shaft
Water Bodies to be Crossed
Crossing Max Depth @ NLW/NWL
00
Ditch
0.50
a,
0
Length
Width
Vertical Navigational Clearance
Horizontal Navigational Clearance
Will Bridge Effect Existing Water Flow
C
50.40
3.20
4.00
No
a
# Bents in Surface Waters
Total Surface Water Piling Footprint (Sq Ft)
Explain Effect on Existing Water Flow
44.30
Replace Existing Bridge
Existing Bridge Length
Existing Bridge Width
a
No
m
Existing Vertical Navigational Clearance
Existing Horizontal Navigational Clearance
Will All or Part of Existing Bridge Remain
a
m
No
CL
Existing Bridge Remains (Explain)
.,
Replace Existing Culvert
# of Culverts
Existing Culvert Length
Existing Culvert Width
Existing Culvert Height
a,
No
Height to Top of Existing Culvert Above NHW/NWL
Will All or Part of Existing Culvert Remain
m
u
m
No
m
Existing Culvert Remains (Explain)
s
Are Deck Drains Proposed
Where Are The Deck Drains Located
No
If No Deck Drains Proposed, How Will Stormwater be Handled
What Measures Taken to Prevent Erosion From Deck Drain Discharge
N
Proposed High Ground Excavation
Avg Length Excavated
Avg Width Excavated
Avg Depth Excavated
Amt Excavated (Cu Yds)
a,
0
No
Proposed Bridge Will Cross Wetlands
Coastal Wetlands Crossed
Section 404 Wetlands Crossed
# Bents in Wetlands
s
O
Yes
No
Yes
0
Total Surface Water Piling Footprint Within Wetlands (Sq Ft)
Proposed Bridge Min Height Over Wetlands
44
4.5
Will Project Require US Coast Guard Approval
US Coast Guard Approval Type
No
Culvert Details

Type
Included
Quantity
Length
Width
Height
Material Type
Standard Round
Yes
1
49.00
1.00
RCP. (2) 10 LF extensions to (2) existing 24" CPP
culverts.
Box Culvert
No
Oval Culvert
No
Other Culvert
No
Other Details:
Water Bodies Crossed
Top of Culvert Height Above NHW/NWL
Depth Buried Below Existing Bottom Contour (in)
404 wetlands
1 0.00
6.00
Justification for Culvert Depth Less Than Min Typical Burial Depth of 12 Inches
Will Culvert Effect Navigation
Culverts are crossing at natural low points for connectivity to existing wetlands.
No
Navigation Effect Details
Will Culvert Effect Water Flow
a
Yes
a
Water Flow Effect Details
Inlet/Outlet Protection
a
Long Point Dr and Morris Landing Rd cross the natural low point within the existing
wetlands.
No
Inlet/Outlet Protection Details
Replace Existing Bridge
Existing Bridge Length
Existing Bridge Width
-a
No
m
Existing Vertical Navigational Clearance
Existing Horizontal Navigational Clearance
Will All or Part of Existing Bridge Remain
a
m
No
CL
Existing Bridge Remains (Explain)
.,
Replace Existing Culvert
# of Culverts
Existing Culvert Length
Existing Culvert Width
Existing Culvert Height
a,
No
Height to Top of Existing Culvert Above NHW/NWL
Will All or Part of Existing Culvert Remain
m
u
m
No
m
Existing Culvert Remains (Explain)
s
Proposed High Ground Excavation
Avg Length Excavated
Avg Width Excavated
Avg Depth Excavated
Amt Excavated (Cu Yds)
No
Proposed Fill on High Ground
Avg Length Excavated
Avg Width Excavated
Purpose of Fill
No
Culvert Details
Type
Included
Quantity
Length
Width
Height
Material Type
Standard Round
Yes
1
68.00
1.50
RCP
Box Culvert
No
Oval Culvert
No
Other Culvert
No
Other Details:
Water Bodies Crossed
Top of Culvert Height Above NHW/NWL
Depth Buried Below Existing Bottom Contour (in)
404 wetlands
0.00
6.00
Justification for Culvert Depth Less Than Min Typical Burial Depth of 12 Inches
Will Culvert Effect Navigation
Natural low point in wetlands.
No
—'
3
Navigation Effect Details
Will Culvert Effect Water Flow
Yes
a,
0
Water Flow Effect Details
Inlet/Outlet Protection
Q-
0
a
Long Point Dr and Morris Landing Rd Rd cross the natural low point within the
existing wetlands. Culverts 2-4 allow flow connectivity to wetlands on both sides of
the road.
No
Inlet/Outlet Protection Details
Replace Existing Bridge
Existing Bridge Length
Existing Bridge Width
a
No
m
Existing Vertical Navigational Clearance
Existing Horizontal Navigational Clearance
Will All or Part of Existing Bridge Remain
a
m
No
CL
Existing Bridge Remains (Explain)
Replace Existing Culvert
# of Culverts
Existing Culvert Length
Existing Culvert Width
Existing Culvert Height
m
No
Height to Top of Existing Culvert Above NHW/NWL
Will All or Part of Existing Culvert Remain
No

Existing Culvert Remains (Explain)
Proposed High Ground Excavation
Avg Length Excavated
Avg Width Excavated
Avg Depth Excavated
Amt Excavated (Cu Yds)
No
Proposed Fill on High Ground
Avg Length Excavated
Avg Width Excavated
Purpose of Fill
No
Culvert Details
Type
Included
Quantity
Length
Width
Height
Material Type
Standard Round
Yes
1
81.00
1.75
RCP
Box Culvert
No
Oval Culvert
No
Other Culvert
No
Other Details:
Water Bodies Crossed
Top of Culvert Height Above NHW/NWL
Depth Buried Below Existing Bottom Contour (in)
404 Wetlands
0.00
6.00
Justification for Culvert Depth Less Than Min Typical Burial Depth of 12 Inches
Will Culvert Effect Navigation
Culvert crosses at natural low point.
No
Navigation Effect Details
Will Culvert Effect Water Flow
a
Yes
a
Water Flow Effect Details
Inlet/Outlet Protection
a
Proposed culvert will connect existing wetlands where utilities and roads will be
installed.
No
Inlet/Outlet Protection Details
Replace Existing Bridge
Existing Bridge Length
Existing Bridge Width
a
No
m
Existing Vertical Navigational Clearance
Existing Horizontal Navigational Clearance
Will All or Part of Existing Bridge Remain
a
m
No
CL
Existing Bridge Remains (Explain)
.,
Replace Existing Culvert
# of Culverts
Existing Culvert Length
Existing Culvert Width
Existing Culvert Height
a,
No
Height to Top of Existing Culvert Above NHW/NWL
Will All or Part of Existing Culvert Remain
m
u
m
No
m
Existing Culvert Remains (Explain)
s
Proposed High Ground Excavation
Avg Length Excavated
Avg Width Excavated
Avg Depth Excavated
Amt Excavated (Cu Yds)
No
Proposed Fill on High Ground
Avg Length Excavated
Avg Width Excavated
Purpose of Fill
No
Culvert Details
Type
Included
Quantity
Length
Width
Height
Material Type
Standard Round
Yes
1
87.00
1.50
RCP
Box Culvert
No
Oval Culvert
No
Other Culvert
No
Other Details:
Water Bodies Crossed
Top of Culvert Height Above NHW/NWL
Depth Buried Below Existing Bottom Contour (in)
404 wetlands
0.00
6.00
Justification for Culvert Depth Less Than Min Typical Burial Depth of 12 Inches
Will Culvert Effect Navigation
Culvert crosses at natural low points.
No
Navigation Effect Details
Will Culvert Effect Water Flow
a
Yes
a
Water Flow Effect Details
Inlet/Outlet Protection
a
Culvert will allow for connectivity to wetlands where utilities and roads will be
installed.
No
Inlet/Outlet Protection Details
Replace Existing Bridge
Existing Bridge Length
Existing Bridge Width
No
a
Existing Vertical Navigational Clearance
Existing Horizontal Navigational Clearance
Will All or Part of Existing Bridge Remain
No
Existing Bridge Remains (Explain)

Replace Existing Culvert
# of Culverts
Existing Culvert Length
Existing Culvert Width
Existing Culvert Height
a,
No
Height to Top of Existing Culvert Above NHW/NWL
Will All or Part of Existing Culvert Remain
m
u
m
No
m
Existing Culvert Remains (Explain)
s
Proposed High Ground Excavation
Avg Length Excavated
Avg Width Excavated
Avg Depth ExcavatedT
Amt Excavated (Cu Yds)
No
Proposed Fill on High Ground
Avg Length Excavated
Avg Width Excavated
Purpose of Fill
No
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: True
Upland Development Details
# of Lots/Parcels
Created
Lots Platted &
Recorded Date
#Residential Units
Units per Acre
Area Size to be
Disturbed (sq ft)
Tract Has State or
Local Approval
237
973566
False
Date Site Development
Plan Submitted
Date Sedimentation & Erosion
Control Plan Submitted
Impervious Coverage
(% Within AEC)
Impervious Coverage
(% of Entire Tract)
Project Includes Innovative
Stormwate Design
1/4/2024
1/4/2024
11.98
11.34
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; Personal water craft
24
Adj Riparian Property Line #1 (Proximity of
Structure Nearest to Property Line)
Adj Riparian Property Line #2 (Proximity of
Structure Nearest to Property Line)
Adj Riparian Property Line #3 (Proximity of
Structure Nearest to Property Line)
Width of Water Body
Water Depth @ Waterward End of
Structure (NLW or NWL)
Water Depth @ Most Landward
Boat Slip (NLW or NWL)
Water Depth @ Most Waterward
Boat Slip (NLW or NWL)
60
5
1 2
5
Navigational
Aids Required
Number of
Buoys
Number of Day
Markers
Min Distance of Each Aid Placed
Beyond Shoreline
Max Distance of Each Aid Placed
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
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
False
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
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
False

AGENT AUTHORIZATION FOR CAMA PERMIT APPLICATION
Name of Property Owner Requesting Permit: Coresounders of Atlantic l-LC
Mailing Address: 688 Highway 70 Otway
Phone Number:
Email Address:
Beaufort, NC 28516
[phone]
[e-mail]
I certify that I have authorized The Cullipher Group, P.A.
Agent / Contractor
to act on my behalf, for the purpose of applying for and obtaining all CAMA permits
necessary for the following proposed development:
at my property located at
in Carteret
Atlantic RV Resort at Morris Marina
375 Morris Marina Rd & 1000 Morris Marina Rd
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
Chris Chadwick
Print or Type Name
Owner
Title
Date
This certification is valid through 12 / 18 / 2024

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ROY COOPER
Governor
ELIZABETH S. BISER
Secretary
BRIAN WRENN
Director
NORTH CAROLINA
Environmental Quality
June 6, 2022
LETTER OF APPROVAL WITH MODIFICATIONS AND
PERFORMANCE RESERVATIONS
Coresounders of Atlantic, LLC
ATTN: Chris Chadwick, Manager
688 Highway 70 Otway
Beaufort, NC 28516
RE: Project Name: Atlantic RV Resort
Acres Approved: 12
Project ID: CARTE-2022-023
County: Carteret
City: Atlantic
Address: 1000 Morris Marina Road
River Basin: White Oak
Stream Classification: HQW
Submitted By: Ronald D. Cullipher, PE, The Cullipher Group, PA
Date Received by LQS: May 9, 2022
Plan Type: RV Park
Dear Mr. Chadwick:
This office has reviewed the subject erosion and sedimentation control plan and hereby issues this Letter
of Approval with Modifications and Performance Reservations. A list of the modifications and
reservations is attached. This plan approval shall expire three (3) years following the date of approval, if
no land -disturbing activity has been undertaken, as is required by Title 15A NCAC 4B .0129. Should the
plan not perform adequately, a revised plan will be required (G.S. I I 3A-54. 1)(b).
As of April 1, 2019, all new construction activities are required to complete and submit an electronic
Notice of Intent (eNOI) form requesting a Certificate of Coverage (COC) under the NCG010000
Construction General Permit. After the form is reviewed and found to be complete, you will receive a link
with payment instructions for the $100 annual permit fee. After the fee is processed, you will receive the
COC via email. As the Financially Responsible Party shown on the FRO form submitted for this
project,youMUST obtain the COC prior to commencement of any land disturbing
activity. The eNOI form may be accessed atdeg.nc.gov/NCGOI. Please direct questions about
the eNOI form to the Stormwater Program staff in the Raleigh central office. If the owner/operator of this
project changes in the future, the new responsible party must obtain a new COC.
D _ E Q� North Carolina Department of Environmental Quality I Division of Energy, Mineral and Land Resources
Wilmington Regional Office 1127 Cardinal Drive Extension I Wilmington, North Carolina 28405
NORTH CAROLINA
Upark mlofEnTm=r'elOuan\ r 910.796.7215

Letter of Approval with Modifications and Performance Reservations
Coresounders of Atlantic, LLC
June 6, 2022
Page 2 of 4
Title 15A NCAC 413.0118(a) and the NCGO1 permit require that the following documentation be kept on file
at the job site:
1. The approved E&SC plan as well as any approved deviation.
2. The NCGO1 permit and the COC, once it is received.
3. Records of inspections made during the previous 12 months.
Also, this letter gives the notice required by G.S. 113A-61.1(a) of our right of periodic inspection to insure
compliance with the approved plan.
North Carolina's Sedimentation Pollution Control Program is performance -oriented, requiring protection of
existing natural resources and adjoining properties. If, following the commencement of this project, it is
determined that the erosion and sedimentation control plan is inadequate to meet the requirements of the
Sedimentation Pollution Control Act of 1973 (North Carolina General Statute 113A-51 through 66), this office
may require revisions to the plan and implementation of the revisions to ensure compliance with the Act.
Acceptance and approval of this plan is conditioned upon your compliance with Federal and State water quality
laws, regulations, and rules. In addition, local city or county ordinances or rules may also apply to this land -
disturbing activity. This approval does not supersede any other permit or approval.
Please note that this approval is based in part on the accuracy of the information provided in the Financial
Responsibility Form, which you provided. This permit allows for a land -disturbance, as called for on the
application plan, not to exceed the approved acres. Exceeding the acreage will be a violation of this permit
and would require a revised plan and additional application fee. You are requested to file an amended form if
there is any change in the information included on the form. In addition, it would be helpful if you notify this
office of the proposed starting date for this project. Please notify us if you plan to have a preconstruction
conference.
Your cooperation is appreciated.
Sincerely,
Rhonda Hall
Assistant Regional Engineer
Land Quality Section
Enclosures: Modifications Required for Approval
NPDES NCGO1 Fact Sheet
cc: Ronald D. Cullipher, PE, The Cullipher Group, PA
151A NC HWY 24, Morehead City, NC 28557
Wilmington Regional Office file

Letter of Approval with Modifications and Performance Reservations
Coresounders of Atlantic, LLC
June 6, 2022
Page 3 of 4
MODIFICATIONS AND PERFORMANCE RESERVATIONS
Project Name: Atlantic RV Resort
Project ID: CARTE-2022-023
County: Carteret
1. This plan approval shall expire three (3) years following the date of approval, if no land -disturbing activity
has been undertaken, as is required by Title 15A NCAC 4B .0129.
2. The developer is responsible for the control of sediment on -site. If the approved erosion and sedimentation
control measures prove insufficient, the developer must take those additional steps necessary to stop
sediment from leaving this site (NCGS 113A-57(3)). Each sediment storage device must be inspected
after each storm event (NCGS 113A-54.1(e)). Maintenance and/or clean out is necessary anytime the
device is at 50% capacity. All sediment storage measures will remain on site and functional until all
grading and final landscaping of the project is complete (15A NCAC 04B .0113).
3. Any and all existing ditches on this project site are assumed to be left undisturbed by the proposed
development unless otherwise noted. The removal of vegetation within any existing ditch or channel is
prohibited unless the ditch or channel is to be regarded with side slopes of 2 horizontal to 1 vertical or less
steep (15A NCAC 04B .0124 (d)). Bank slopes may be mowed, but stripping of vegetation is considered
new earth work and is subject to the same erosion control requirements as new ditches (NCGS 113A-
52(6)).
4. The developer is responsible for obtaining any and all permits and approvals necessary for the development
of this project prior to the commencement of this land disturbing activity. This could include our agency's
Stormwater regulations and the Division of Water Resources' enforcement requirements within Section
401 of the Clean Water Act, the U.S. Army Corps of Engineers' jurisdiction of Section 404 of the Clean
Water Act, the Division of Coastal Management's CAMA requirements, the Division of Solid Waste
Management's landfill regulations, the Environmental Protection Agency and/or The U.S. Army Corps of
Engineers jurisdiction of the Clean Water Act, local County or Municipalities' ordinances, or others that
may be required. This approval cannot supersede any other permit or approval; however, in the case of a
Cease and Desist Order from the Corps of Engineers, that Order would only apply to wetland areas. All
highland would still have to be in compliance with the N.C. Sedimentation Pollution Control Act.
5. If any area on site falls within the jurisdiction of Section 401 or 404 of the Clean Water Act, the developer
is responsible for compliance with the requirements of the Division of Water Resources (DWR), the Corps
of Engineers and the Environmental Protection Agency (EPA) respectively. Any erosion control measures
that fall within jurisdictional wetland areas must be approved by the aforementioned agencies prior to
installation. The Land Quality Section must be notified of a relocation of the measures in question to the
transition point between the wetlands and the uplands to assure that the migration of sediment will not
occur. If that relocation presents a problem or contradicts any requirements of either DWR, the Corps, or
the EPA, it is the responsibility of the developer to inform the Land Quality Section regional office so that
an adequate contingency plan can be made to assure sufficient erosion control remains on site. Failure to
do so will be considered a violation of this approval (NCGS I I 3A-54. I (b)).

Letter of Approval with Modifications and Performance Reservations
Coresounders of Atlantic, LLC
June 6, 2022
Page 4 of 4
6. Any borrow material brought onto this site must be from a legally operated mine or other approved source.
Any soil waste that leaves this site can be transported to a permitted mine or separately permitted
construction sites without additional permits under NCGS 74-49(7)(d). Disposal at any other location
would have to be included as a permit revision for this approval.
7. This permit allows for a land disturbance, as called for on the application plan, not to exceed 12 acres.
Exceeding that acreage will be a violation of this permit and would require a revised plan and additional
application fee. Any addition in impervious surface, over that already noted on the approved plan, would
also require a revised plan to verify the appropriateness of the erosion control measures and stormwater
retention measures (NCGS I I 3A-54. I (b)).
The construction detail for the proposed silt fence requires reinforcing wire and steel posts a maximum of
eight (8) feet apart. Omission of the reinforcing wire is a construction change that necessitates more posts
for support, i.e., the spacing distance needs to be reduced to no greater than six (6) feet apart (E&SC
Planning & Design Manual 6.63, Rev. 6/06).
9. A revised plan must be submitted to this office and approved before moving forward with any new land
disturbance in Phase II..
10. A graveled construction entrance must be located at each point of access and egress available to
construction vehicles during the grading and construction phases of this project. Access and egress from
the project site at a point without a graveled entrance will be considered a violation of this approval.
Routine maintenance of the entrances is critical (113A-54.I(b)).
11. As a condition of the NPDES General Stormwater Permit (NCGO10000), the financially responsible party
shall comply with the NCGO1 Ground Stabilization And Materials Handling requirements that became
effective April 1, 2019. The NCGO1 Ground Stabilization And Materials Handling standard detail can be
printed from the deq.nc.gov/NCGOI website.
12. As a condition of the NPDES General Stormwater Permit (NCGO10000), the financially responsible party
shall comply with the NCGO1 Self -Inspection, Recordkeeping and Reporting requirements that became
effective April 1, 2019. The NCGO1 Self -Inspection, Recordkeeping and Reporting standard detail can be
printed from the deq.nc.gov/NCGOI website.
13. As a part of routine monitoring of the approved land -disturbing activity, the financially responsible parry
shall assure inspections of the area covered by the approved plan after each phase of the plan has been
completed and after establishment of temporary ground cover in accordance with North Carolina General
Statute 113A-54.1(e).
Ref: G.S. 113A-54.1 through G.S. 113A-57
Sections 15A NCAC 04A.0101 through 15A NCAC 04E.0504
General Permit NCG 010000 NPDES for Construction Activities

ROY COOPER
Governor
ELIZABETH S. BISER
Secretary
TANCRED MILLER
Director
Carteret News Times
Re: Public Notice
Dear Sir:
NORTH CAROLINA
Environmental Quality
3/25/2024
Please publish the attached Notice in the March 31, 2024 issue of the Carteret News Times.
The State Office of Budget and Management requires an original Affidavit of Publication prior
to payment for newspaper advertising. Please send the affidavit, an original copy of the
published notice, and an original invoice to Amanda Cannon, NC Division of Coastal
Management, amanda.cannon Pdeq.nc.gov. 400 Commerce Ave, Morehead City NC 28557.
Thank you for your assistance in this matter. If you should have any questions, please contact
me at our Morehead City office.
Sincerely,
Amanda Cannon
Coastal Management Representative
Enclosure
cc: Heather Styron, District Manager
Gregg Bodnar, Major Permits Coordinator
NORTH CAHOHNAD EQ>
enwrcnmwii,.av
North Carolina Department of Environmental Quality I Division of Coastal Management
Morehead City Office 1 400 Commerce Avenue I Morehead City, North Carolina 28557
252.515.5400

NOTICE OF FILING OF APPLICATION FOR CAMA
The Department of Environmental Quality hereby gives public notice as required by NCGS
113A-119(b) that an application for a development permit in an Area of Environmental
Concern as designated under the CAMA was received complete on 3/8/2024. According to
the application submitted by Coresounders of Atlantic, LLC proposes to create an RV park
with pools, shoreline stabilization, and 34 slips within an existing marina located at 1000
Morris Marina Rd, Atlantic. A copy of the entire application may be examined or copied at
the office of Kara Guthrie, NC Division of Coastal Management, located at 400 Commerce
Avenue, Morehead City, NC, (2S2)S1S-S400 during normal business hours. Comments
mailed to Tancred Miller, Director, Division of Coastal Management, 400 Commerce
Avenue, Morehead City, N.C. 28SS7, prior to 4/22/24 will be considered in making the
permit decision. Later comments will be accepted and considered up to the time of permit
decision. Project modification may occur based on review and comment by the public and
state and federal agencies. Notice of the permit decision in this matter will be provided
upon written request.
PUBLISHED ON: 3/31/2024
D EQ�� North Carolina Department of Environmental Quality I Division of Coastal Management
Morehead City Office 1 400 Commerce Avenue I Morehead City, North Carolina 28557
NORTH CR�OLINn �
06"a e'ior�W-W11"NIy 252.515.5400

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A I } DREDGE 8t FIL-L Previous permit -
�caury �IGAM PERMIT
`T [iota previous permit issued
G EN ERAL P ry� 1 � J� partial Reissue
New ] Mod'IflCation
Campiete Reissue
she State of North Caroilna- p°pa'Y'n°`�t of Eno imnmen An are
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permit Rules"able nt the Following Vlnk ffff u�5
As author zed by Rules attachniRI
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Applicant Name Sz��—i y r7
Addr,e3s �� ZIP --
State
Fry Za
Phone ilk { ��
Email
Type of Project) Activity
Shoreline Length
Access Length
Pier Idock) length
Fixed Platforms)
Floating Platforms)
Finger p ier fs]
Total Platform area C
Groin length/# ` t
ulk ea Ripraplength�
Avg distance offshore --
8reakwater/Sill
Max distance/ length
Basin, channel f
Cubic yards
Boat ramp
Boathouse/ Boatlik
Beach Bulldozing
Olher
Au COL C Y' + -
Prvjec[ Location {County}:
Street AddressJState RoadJLor #[s]
subdivision ZIP7-� �
city
Adj. wtr. Body _a
Closes[ Mai. W[r- Body
sAV observed:
Yes no
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Moratorium: n/a
s n
site photos:
Riparian Waiver Attached:
Yes
yes na
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WELL CONSTRUCTION RECORD [/r
Owner: Coresounders of Atlantic, LLC
688 Hwy 70 Otway-
Beaufort, NC 28516
j
Drilling Contractor:_
Donald McNeil
Driller Registration:
3416
Date Drilled:
03/17/2023
Use of Well:
RESTAURANT
1
Total Depth:
125 Ft.
i
Static Water Level:
8 Ft.
Replacement Well:
NO
Yield:
90 gpm
Water zone: 1) 90 Ft. 2) Ft.
3) Ft. 4) Ft.
Disinfection Type: GRANULAR Amount: 24oz
na
F*File#:385552 - 1840205185539000
Location: ) OL90 fV ocr%"s motif r-.z-
Latitude:
Longitude:
Enclosure
[] Yes
❑ No
X❑ NIA
Enclosure Floor
❑ Yes
❑No
® N/A
Access Port
❑ Yes
❑ No
0 NIA
Vent:
❑X Yes
❑No
❑ NIA
Sample Tap
❑X Yes
❑No
❑ NIA
Back Flow
❑ Yes
❑X No
❑ NIA
Tee (jet)
❑ Yes
❑No
® NIA
Suction Line
❑ Yes
❑No
❑ NIA
Temporary
❑ Yes
❑No
X❑ NIA
Well ID Plate
❑X Yes
❑No
❑ N/A
Pump ID Plate
❑X Yes
❑No
NIA
EHS: Chris, Barfield
Issue Date: 06/07/2023
Casing:
Depth:
95 Ft. Thickness:
In. Comments:
Diameter:
4 In. Top of Casinq:
12 In.
Material:
PVC SCH 40
Grout:
Depth
Material
Method
From
0 To 3
Ft. BENTONITE
POUR
From
3 To 20
Ft. BENTONITE
PUMP
* Liner Date:
From 0 To
Ft.
Grout:
I '
Depth
Material
Method
From 0
To
Ft. NIA
NIA
Issued by: Guthrie, Amy
Date of Issue: 06/13/2023
i nis weir was constructea, repaired or abandoned in compliance with the well permit and in accordance with 15 A NCAC 02C .0100, .0300,
The well owner shall not place potential sources of groundwater contamination closer to the well than the separation distances specified
in 15A NCAC 02C .0100, .0300.

WELL CONSTRUCTION PERMIT
1
4
CDP File Number: 3 655s Z.
County File Numbeclaq 20s j!B553`i
��`° �"�• Date: , .Z.l Z-3 1 Z o Z 3
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Coresounders of Atlantic LLC Atlantic RV Resort at Morris Marina
CAMA IMPERVIOUS AREA CALCULATIONS
LOT AREA WITHIN 575' AEC (EXCLUDING COASTAL WETLANDS) =
1,263,701.00
SF
ALLOWABLE PERCENTAGE OF IMPERVIOUS AREA WITHIN THE 575' AEC
12%
ALLOWABLE IMPERVIOUS AREA WITHIN THE 575' AEC=
139,720.32
SF
PROPOSED IMPERVIOUS AREA WITHIN THE 575' AEC (NEW) =
238,156.00
SF
EXISTING IMPERVIOUS AREA WITHIN THE 575' AEC=
99,365.00
SF
PROPOSED NET BUA WITHIN 575' AEC=
138,791.00
TOTAL LOT AREA - EXISTING BUA =
1,164,336.00
SF
PROPOSED PERCENTAGE OF NET IMPERVIOUS AREA WITHIN THE 575'
AEC =
11.92%

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THE CULLIPHER GROUP, P.A.
ENGINEERING & SURVEYING SERVICES
February 19, 2024
Certified Mail - Return Receipt Requested
U.S. Fish and Wildlife Service
85 Mattamuskeet Rd
Swan Quarter, NC 27885
Mr. Calvin Lupton
311 Morris Marina Rd
Mr. Irvin Allen
420 Melody Ln
Shelby, NC 28152
Ms. Erin Wright
4773 SE Binnacle Way
Atlantic, NC 28511 Stuart, FL 34997
Re: Riparian Notifications for Atlantic RV Resort at Morris Marina — Revised Plans
375 Morris Marina Rd. & 1000 Morris Marina Rd.
To whom it may concern,
Your property has been identified on the Carteret County GIS system as the riparian owners to
the Coresounders of Atlantic, LLC properties located at 375 Morris Marina Rd and 1000 Marina Rd in
Atlantic in Carteret County. Riparian owners are the closest waterfront property owner to the
Coresounders of Atlantic, LLC properties.
Coresounders of Atlantic, LLC is proposing a new RV park, known as Atlantic RV Resort at
Morris Marina. In accordance with the NC Division of Coastal Management regulations, we are
required to notify you of the plans for this community and to provide you with a copy of the
applications and plans for your review. Please note, there have been changes to the previous plans
that were sent to you.
Our company, The Cullipher Group, P.A. is acting as an agent for Coresounders of Atlantic, LLC
and we are available for any questions you may have. The NC Division of Coastal Management located
in Morehead City will be processing this application. Ms. Heather Styron is the coastal management
representative assigned to this area. Ms. Styron can be reached at 252-515-5417 or via email at
[e-mail].
If you have any objections or concerns and we can't adequately address that for you, please
do not hesitate to contact Ms. Styron. If I can provide any information in the interim, please to not
hesitate to contact me, [e-mail] is the most convenient way for me to respond.
HESTRON PLAZA TWO
151-A NC HWY 24
MOREHEAD CITY, NC 28557
[phone]
0 ES i2
SEAL
13343
Sincerely,
Ronald D. Cullipher, PE

THE CULLIPHER GROUP, P.A.
ENGINEERING & SURVEYING SERVICES
December 19, 2023
Certified Mail - Return Receipt Requested
Mr. Ivin and Mrs. Amy Allen
420 Melody Lane
Shelby, NC 28152
Ms. Erin Hughes Wright
4773 SE Binnacle Way
Stuart, FL 34997
Mr. Calvin Lupton
311 Morris Marina Road
Atlantic, NC 28511
Re: Riparian Notifications for Atlantic RV Resort at Morris Marina
375 Morris Marina Rd. & 1000 Morris Marina Rd.
Dear Mr. and Mrs. Allen, Ms. Wright, and Mr. Lupton,
Your properties have been identified on the Carteret County GIS system as the riparian owners
to the Coresounders of Atlantic, LLC properties located at 375 Morris Marina Rd and 1000 Marina Rd
in Atlantic in Carteret County. Riparian owners are the closest waterfront property owner to the
Coresounders of Atlantic, LLC properties.
Coresounders of Atlantic, LLC is proposing a new RV park, known as Atlantic RV Resort at
Morris Marina. In accordance with the NC Division of Coastal Management regulations, we are
required to notify you of the plans for this community and to provide you with a copy of the
applications and plans for your review.
Our company, The Cullipher Group, P.A. is acting as an agent for Coresounders of Atlantic, LLC
and we are available for any questions you may have. The NC Division of Coastal Management located
in Morehead City will be processing this application. Ms. Heather Styron is the coastal management
representative assigned to this area. Ms. Styron can be reached at 252-515-5417 or via email at
[e-mail].
If you have any objections or concerns and we can't adequately address that for you, please
do not hesitate to contact Ms. Styron. If I can provide any information in the interim, please to not
hesitate to contact me, [e-mail] is the most convenient way for me to respond.
Sincerely, n
onald D. Cullipher, PE
HESTRON PLAZA TWO
151-A NC HWY 24
MOREHEAD CITY, NC 28557
[phone]

THE CULLIPHER GROUP, P.A.
ENGINEERING & SURVEYING SERVICES
January 18, 2024
Certified Mail - Return Receipt Requested
U.S. Fish and Wildlife Service
85 Mattamuskeet Rd
Swan Quarter, NC 27885
Re: Riparian Notifications for Atlantic RV Resort at Morris Marina
375 Morris Marina Rd. & 1000 Morris Marina Rd.
To whom it may concern,
Your property has been identified on the Carteret County GIS system as the riparian owners to
the Coresounders of Atlantic, LLC properties located at 375 Morris Marina Rd and 1000 Marina Rd in
Atlantic in Carteret County. Riparian owners are the closest waterfront property owner to the
Coresounders of Atlantic, LLC properties.
Coresounders of Atlantic, LLC is proposing a new RV park, known as Atlantic RV Resort at
Morris Marina. In accordance with the NC Division of Coastal Management regulations, we are
required to notify you of the plans for this community and to provide you with a copy of the
applications and plans for your review.
Our company, The Cullipher Group, P.A. is acting as an agent for Coresounders of Atlantic, LLC
and we are available for any questions you may have. The NC Division of Coastal Management located
in Morehead City will be processing this application. Ms. Heather Styron is the coastal management
representative assigned to this area. Ms. Styron can be reached at 252-515-5417 or via email at
[e-mail].
If you have any objections or concerns and we can't adequately address that for you, please
do not hesitate to contact Ms. Styron. If I can provide any information in the interim, please to not
hesitate to contact me, [e-mail] is the most convenient way for me to respond.
HESTRON PLAZA TWO
151-A NC HWY 24
MOREHEAD CITY, NC 28557
[phone]
* - (j�ly, TJOA
Oyx4�
Ronald D. Cullipher, PE

oil
THE CULLIPHER GROUP, P.A.
ENGINEERING & SURVEYING SERVICES
February 19, 2024
Atlantic RV Resort at Morris Marina
CAMA MAJOR PERMIT APPLICATION NARRATIVE
Applicant/Location: Coresounders of Atlantic LLC
375 Morris Marina Rd. & 1000 Morris Marina Rd.
Atlantic, NC 28511
Consultant: The Cullipher Group, PA
151A NC Hwy 24
Morehead City, North Carolina 28557
Coresounders of Atlantic, LLC, the owner of the subject parcels located at 1000 Morris Marina Rd.
(Tract 1) and 375 Morris Marina Rd. (Tract 11) in Atlantic, NC is proposing a 237-lot RV park with two
proposed pools, one activity building, dumpsters, and an existing restaurant. Tract I area is 32.40
acres, with the tract area above Normal High Water of 14.72 acres. Tract II area is 26.58 acres. There
are approximately 7.96 acres of 404 wetlands and 4.01 acres of Coastal Wetlands on site across both
tracts. The total project area is 37.29 acres. The property is located along Core Sound, SA;ORW
(Stream Index: 21-35-7). The tracts to the west and south are vacant and wooded, and the tract to the
north is vacant marsh land. There are two residential tracts to the east located in between tracts I and
11. The entire property lies in flood zone AE6. There is an existing restaurant and dumpster, office
building used for storage, and ferry terminal and office located on Tract I. RV lots 1-30 and one of the
proposed pools with restrooms are also existing and were permitted separately under a CAMA Minor
Permit. Coresounders of Atlantic, LLC is seeking a CAMA Major Permit for the remaining development,
which includes the remaining 237 lots, activity building and second pool, four more dumpsters,
proposed upland basin boat slips, a proposed hogslat walkway, and proposed vinyl bulkhead.
The proposed RV park has two already installed septic systems serving lots 1-30 that were permitted
with an Engineered Option Permit (EOP) and will have more septic systems to serve the remaining
proposed lots. The park is proposed as a low -density (<12% BUA) development and shall be submitted
to NCDEQ subsequently with the CAMA Major package. A proposed Erosion Control Plan was also
submitted to NCDEQ utilizing temporary sediment traps, skimmer basins, temporary diversion berms,
and silt fence to contain sediment on site. This development has an existing public water supply well
that serves the activity building on Tract I, restaurant, pool restrooms, and lots 1-30. There is also an
approved public water supply well located on Tract II that will serve the second activity building and
remaining lots.
This area of Core Sound is not within a Primary Nursery Area. The Normal High Water Line dictates the
project boundary along the northern side of Tract I and eastern sides of both Tracts I and II. The
Normal High Water Line along Tract I is 3,363.04 LF in length and 474.12 LF in length along Tract 11. The
existing marina basin has 12 existing wet slips and lifts with 6 finger piers. The project is proposing the
addition of 22 more slips with lifts and 9 more finger piers inside the existing basin. The original marina
basin has a surface area of 1.51 acres. The project proposes approximately 329 LF of vinyl bulkhead
beginning at the end of the previously permitted 398 LF of proposed bulkhead on the north side of the

existing basin and extending to the end of the northern basin at Lot 40. The project also proposes
approximately 204 LF of a 4' wide hogslat walkway on the landward side of the south side of the
existing basin, beginning at Lot 7 and extending to Lot 3. There is a 347 LF long pier proposed at the
east end of Long Point Drive that crosses over 404 wetlands and extends from the shore, ending at a
50 SF covered fish cleaning platform.
There are no impacts to the 30' buffer on Tract I or 11. All of Tract I and a portion of Tract II are in the
575' AEC. The impervious portions include 195 RV lots with 464 SF of impervious surface on each, all
the buildings on Tract I, the dumpsters on Tract II, asphalt roads, and part of the activity building on
Tract I. The proposed percentage of impervious area within the 575' AEC is 11.98%.
Please consider the above information in requesting the CAMA Major Permit. If there are questions or
comments please contact myself per the contact information below.
Sincerely,
OR "-LL� C 4��
Ronald D. Cullipher, P�:\� (H CARO
The Cullipher Group,`P 0-- s8ip
[e-mail] 2 =
[phone] = SEAL p
13343
�GINEE�'

BUILT UPON AREA (BUA) CALCS FOR CAMA MAJOR
BY: CDF 3/8/2024
TOTAL TRACT AREA (CARTERET COUNTY GIS)
2,569,169
SF
58.98
AC
TOTAL TRACT AREA ABOVE NORMAL HIGH WATER
1,799,067
SF
COASTAL WETLANDS #1
10,598
SF
COASTAL WETLANDS #2
164,097
SF
NET UPLAND PROJECT AREA
1,624,372
SF
CURRENT EXISTING BUA
BUILDINGS
2,863
SF
COMPACTED RV AREA
96,502
SF
TOTAL
99,365
SF
EXISTING BUA TO BE REDEVELOPED (CREDITED)
COMPACTED RV AREA 1 99,365 ISF
PROPOSED BUA
BUILDINGS
7,568
SF
CONCRETE
4,448
SF
ASPHALT
133,011
SF
RV LOTS
123,888
SF
TOTAL
268,915
ISF
PROPOSED NET BUA
CURRENT EXISTING BUA
99,365
SF
EXISTING BUA TO REMAIN AFTER DEVELOPMENT
2,863
SF
NET BUA INCREASE
169,550
SF
TOTAL PROPOSED SITE BUA
172,413
TOTAL PROJECT AREA (SITE AREA - CW AREA)
1,624,372
SF
TOTAL PROPOSED BUA PERCENTAGE
10.61%

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APPLICATION IDENTIFICATION
N.C. DEPARTMENT OF TRANSPORTATION
Driveway =lication
e of 1/08/24
Permit NOD022-016-21-00001
Carteret
Name: Atlantic RV Resort at Morris Marina
LOCATION OF PROPERTY:
Route/Road: 1000 Morris Marina Road
Exact Distance 0.8 ® Miles N S E W
❑ Feet ® ❑ ® ❑
STREET AND DRIVEWAY ACCESS
PERMIT APPLICATION
rom the Intersection of Route No. 1387 and Route No. 1378 Toward Morris Marina Road
roperty Will Be Used For: ❑ Residential )Subdivision ® Commercial ❑ Educalional Facilities ❑ TND ❑ Emergency Services ❑ Other
is not within
AGREEMENT
Area.
• I, the undersigned property owner, request access and permission to construct driveway(s) or street(s) on public right-
of-way at the above location.
• I agree to construct and maintain driveway(s) or street entrance(s) in absolute conformance with the current "Policy on
Street and Driveway Access to North Carolina Highways" as adopted by the North Carolina Department of
Transportation.
• I agree that no signs or objects will be placed on or over the public right-of-way other than those approved by NCDOT.
• I agree that the driveway(s) or street(s) will be constructed as shown on the attached plans.
• I agree that that driveway(s) or street(s) as used in this agreement include any approach tapers, storage lanes or
speed change lanes as deemed necessary.
• I agree that if any future improvements to the roadway become necessary, the portion of driveway(s) or street(s)
located on public right-of-way will be considered the property of the North Carolina Department of Transportation, and I
will not be entitled to reimbursement or have any claim for present expenditures for driveway or street construction.
• I agree that this permit becomes void if construction of driveway(s) or street(s) is not completed within the time
specified by the "Policy on Street and Driveway Access to North Carolina Highways".
• I agree to pay a $50 construction inspection fee. Make checks payable to NCDOT. This fee will be reimbursed if
application is denied.
• I agree to construct and maintain the driveway(s) or street(s) in a safe manner so as not to interfere with or endanger
the public travel.
• I agree to provide during and following construction proper signs, signal lights, flaggers and other warning devices for
the protection of traffic in conformance with the current "Manual on Uniform Traffic Control Devices for Streets and
Highways" and Amendments or Supplements thereto. Information as to the above rules and regulations may be
obtained from the District Engineer.
• I agree to indemnify and save harmless the North Carolina Department of Transportation from all damages and claims
for damage that may arise by reason of this construction.
• I agree that the North Carolina Department of Transportation will assume no responsibility for any damages that may
be caused to such facilities, within the highway right-of-way limits, in carrying out its construction.
• I agree to provide a Performance and Indemnity Bond in the amount specified by the Division of Highways for any
construction proposed on the State Highway system.
• The granting of this permit is subject to the regulatory powers of the INC Department of Transportation as provided by
law and as set forth in the N.C. Policy on Driveways and shall not be construed as a contract access point.
• I agree that the entire cost of constructing and maintaining an approved private street or driveway access connection
and conditions of this permit will be borne by the property owner, the applicant, and their grantees, successors, and
assignees.
• I AGREE TO NOTIFY THE DISTRICT ENGINEER WHEN THE PROPOSED WORK BEGINS AND WHEN IT IS
COMPLETED.
2004-07 NOTE: Submit Four Copies of Application to Local District Engineer, N.C. Department of Transportation TEB 65-04rev.
61-03419

SIGNATURES OF APPLICANT
PROPERTY O R (APPLICANT)
WITNESS
COMPANY Coreso ,ufler Atlantic Lt
NAME
v.Ja.>•�
SIGNATURE
SIGNATURE
ADDRESS 688 Highway 70 Otwa
ADDRESS
�\
\RD\
Beaufort, NC 28516 Phone No.
(252) 725-
0820
v
AUTHORIZED AGENT
WITNESS
COMPANY her Group, PA
NAMEx
F
SIGNATURE44 'ZT
SIGNATURE
ADDRESS 151A C Hwy 24
ADDRESS
Morehead City, NC Phone No.
(252) 773-
N
28557
0090
APPROVALS
APPLICATION RECEIVED BY DISTRICT ENGINEER
ocuSigned by:
/o�/� Y
Fr,A LII.II:Igor
O
E�,IP ED�7'3 4 ...
DATE
APPLICATION APPROVED BY LOCAL GOVERNMENTAL AUTHORITY (when required)
SIGNATURE
TITLE
DATE
APPLICATION APPROVED BY NCDOT
DocuSigned by:
2066 L. Ta for
District Engineer
01/19/2024
SIG ATURE
TITLE
DATE
EE1BFCED479F467...
INSPECTION BY NCDOT
SIGNATURE
TITLE
DATE

COMMENTS:
An approved copy of the permit, plans and attachments shall be on -site during all times of construction.
All workmanship and materials shall conform to NCDOT standards and specifications.
The owner shall make satisfactory arrangements to adjust any utilities in conflict with proposed construction.
Traffic control devices shall be in accordance with the Manual on Uniform Traffic Control Devices.
The permit applicant must comply with all state, federal and local environmental regulations and shall obtain all necessary
state, federal and local permits, including but not limited to, those related to sediment control, storm water, wetlands, streams,
endangered species and historical sites.
6. Call NCDOT District 2 Office at 252-649-6500 at least 48 hours prior to beginning construction and once completed or Email
[e-mail].
7. Page 9 of the Policy on Street and Driveway Access Manual states "Access connections and building construction must start
within one year after the approval date of the permit." Access connections include both temporary and permanent when shown
in the supporting plans. "At the discretion of the District Engineer, an extension of time not to exceed 90 days may be granted."
This time extension request must be submitted in writing to the District Engineer.
8. Permanent driveway width shall not exceed 24' with a radii equal to 15'-20'.

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1901 i.4xelsaI.7:149[rr1►1.4xelsa1:1111-KelMal 0MON
Karen S. Hardesty
Carteret County, NC
December 30, 2021 11:35:06 AM
DEED # Pages: 3
Fee;$26,00 NC Revenue Stamp-,$260,00
FILE # 1752046
NORTH CAROLINA GENERAL WARRANTY DEED
Excise Tax: $260.00
Parcel Identifier No. 840205280162000 Verified by County on the day of . 20
By-
Mail/Box to: Kirkman, Whitford, Brady, Berryman & Gordon, P. A.
This instrument was prepared by: Kirkman, Whitford, Brady, Berryman & Gordon, P. A.
Notice per N.C.G.S. § 105-317.2: The property herein is not the primary residence of the Grantor.
Brief description for the Index: Lot Shell Road Canal
THIS DEED made this fz ` day of December, 2021, by and between
GRANTOR
Mark Edward Childress and wife,
Lucia P. Childress
GRANTEE
Coresounders of Atlantic, LLC,
a North Carolina limited liability company
132 Tiffany Way 688 Highway 70 Otway
Beaufort, NC 28516 Beaufort, NC 28516
Enter in appropriate block for each party: name, address, and, if appropriate, character of entity, e.g. corporation or partnership.
The designation Grantor and Grantee as used herein shall include said parties, their heirs, successors, and assigns, and shall include
singular, plural, masculine, feminine or neuter as required by context.
WITNESSETH, that the Grantor, for a valuable consideration paid by the Grantee, the receipt ofwhich is hereby acknowledged, has
and by these presents does grant, bargain, sell and convey unto the Grantee in fee simple, all that certain lot or parcel of land situated
in the City of Atlantic Township, Carteret County, North Carolina and more particularly described as follows:
SEE ATTACHED EXHIBIT A
The property hereinabove described was acquired by Grantor by instrument recorded in Book 796, Page 99.
A map showing the above described property is recorded in Map Book, Page .
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances thereto belonging to the Grantee
in fee simple.
submitted electronically by "Kirkman, Whitford, Brady, Berryman & Gordon, P.A."
in compliance with North Carolina statutes governing recordable documents
and the terms of the submitter agreement with the Carteret county Register of Deeds.

1752046
And the Grantor covenants with the Grantee, that Grantor is seized of the premises in fee simple, has the right to convey the same in
fee simple, that title is marketable and free and clear of all encumbrances, and that Grantor will warrant and defend the title against
the lawful claims of all persons whomsoever, other than the following exceptions:
By:
By:
Any and all restrictions, covenants and easements of record.
IN WITNESS WHEREOF, the Grantor has duly executed the foreg " g as of the day an ear first above written.
j4ix�'�A'=_{SEAL}
(Entity Name) Mark Edward Childress
Fir
A .l. , /i..�/�
Title:
Title: (SEAL)
SEAL -STAMP State of North Carolina — County of
I, the undersigned Notary Public of the County and State aforesaid, certify that Mark Edward Childress and
wife, Lucia P. Childress personally appeared before me this day and acknowledged the due execution of the
foe0instrument for the purposes therein expressed. W ss my hand and trial stamp or sea] this
y of December, 2021. A �j/
M CAOMMigSiOn Eires:
Public
ANDREAW. RIGGS —�
Notary Public
North Carolina
CarteretCounty
SEAL -STAMP State of North Carolina - County of
I, the undersigned Notary Public of the County and State aforesaid, certify that
personally came before me
this day and acknowledged that _he is the of a
North Carolina or corporation/limited liability company/general partnership/limited partnership
(strike through the inapplicable), and that by authority duly given and as the act of such entity, he signed the
foregoing instrument in its name on its behalf as its act and deed. Witness my hand and Notarial stamp or seal,
this day of 20
My Commission Expires:
Notary Public
The foregoing Certificate(s) of
is/are certified to be correct. This instrument and this certificate are duly registered at the date and time and in the Book and Page shown
on the first page hereof
Register of Deeds for County
By: Deputy/Assistant - Register of Deeds

1752046
EXHIBIT A
Beginning at a point in the west Iine of a 60-foot public road (Shell Road), which beginning point is located N
3 6-3 8 E 112.51 feet, thence N 53-22 W 326.87 feet, and S 40-51 W 15.04 feet from the end of the centerline
of the aforesaid Shell Road, which centerline ending point is located .55 miles from the intersection of the
centerline of said Shell Road and the centerline of N.C.S.R. 1378, and running thence from said point of
beginning S 40-51 W 100.00 feet to a point in the center of a canal ditch, running thence along the center of
said canal ditch, N 53-22 W 150.0 feet, running thence N 40-51 E 100.0 feet to an iron stake, and rung
thence S 53-22 E 150.0 feet to the point of beginning.
Also including that certain easement as follows: Beginning at a point in the west line of a 60 foot public road
(Shell Road) at a point where said road terminates, which point of beginning is at point in the northeastern
comer of said Shell Road which is located .55 miles from the intersection of the Shell Road and the centerline
of N.C.S.R. 1378; and thence from said beginning point along the lands of Don Morris N 36-38 E
approximately 100 feet to a point; thence N 53-22 W 476.87 feet to a point; thence N 40-51 E 30 feet to a
point; thence S 53-22 E 506.87 feet to a point; thence S 36-38 W approximately 130 feet to the southeast
corner of the Shell Road; thence N 53-22 W 30 feet to the point or place of beginning.
And being the same easement area as shown on that survey prepared by D. L. Lawrence, P.L. S. for Donza L.
and Katie M. Morris dated August 6, 1989, to which reference is made for a more complete description.

1901.i.4xelsaIU119101►1.4xella1:1111-KelMal 0MON
Karen S. Hardesty
Carteret County, NC
January 14, 2022 11:47V AM
DEED # Pages: 3
Fee;$26,00 NC Revenue Stamp-,$2,000,00
FILE # 1753391
NORTH CAROLINA GENERAL WARRANTY DEED
Excise Tax: $2,000.00
Parcel Identifier No. 840205185539000 Verified by County on the day of , 20
By:
Mail/Box to: Kirkman, Whitford, Brady, Berryman & Gordon, P. A.
This instrument was prepared by: Kirkman, Whitford, Brady, Berryman & Gordon, P. A.
Notice per N.C.G_S. § I05-317.2: The property herein is not the primary residence of the Grantor.
Brief description for the Index: Acreage Core Sound
THIS DEED made this day of January, 2022, by and between
GRANTOR I GRANTEE
Kari C. Martin and husband,
Mark R. Martin
Coresounders of Atlantic, LLC,
a North Carolina limited liability company
1000 Morris Marina Road 688 Highway 70 Otway
Atlantic, NC 28511 1 Beaufort, NC 28516
Enter in appropriate block for each party: name, address, and, if appropriate, character of entity, e.g. corporation or partnership.
The designation Grantor and Grantee as used herein shall include said parties, their heirs, successors, and assigns, and shall include
singular, plural, masculine, feminine or neuter as required by context.
WITNESSETH, that the Grantor, for a valuable consideration paid by the Grantee, the receipt of which is hereby acknowledged, has
and by these presents does grant, bargain, sell and convey unto the Grantee in fee simple, all that certain lot or parcel of situated
in the City of Atlantic Township, Carteret County, North Carolina and more particularly described as follows:
SEE ATTACHED EXHIBIT A
The property hereinabove described was acquired by Grantor by instrument recorded in Book 1515, Page 195.
A map showing the above described property is recorded in Map Book, Page .
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances thereto belongingto the Grantee
in fee simple.
submitted electronically by "Kirkman, Whitford, Brady, Berryman & Gordon, P.A."
in compliance with North Carolina statutes governing recordable documents
and the terms of the submitter agreement with the Carteret county Register of Deeds.

1753391
And the Grantor covenants with the Grantee, that Grantor is seized ofthe premises in fee simple, has the right to convey the same in
fee simple, that title is marketable and free and clear of all encumbrances, and that Grantor will warrant and defend the title against
the lawful claims of all persons whomsoever, other than the following exceptions:
By:
By:
Title:
Any and all restrictions, covenants and casements of record.
IN WITNESS WHEREOF, the Grantor has duly executed the foregoing as as of the day and
year first above written.
(SEAL)
(Entity Name) Kari C. Martin
/7LJ— _ _(SEAL)
Marls R. Martin
Title: {SEAL)
SEAL,STAMP State of North Carolina — County of -
I, the undersigned Notary Public of the County and State aforesaid, certify that Kari C. Martin and husband,
Mark R. Martin personally appeared before me this day and acknowledged the due exe ution ° e regoing
instrument for the purposes therein expressed. Witness my ha d Notarial stamp qr s al thislday of
January, 2022.
v..��
MyXqmmis ion E ' es: �
i ublic
ANDREAW.RIGGS
Notary Public
North Carolina
CarteretCounty
SEAL -STAMP State of North Carolina - County of
I, the undersigned Notary Public of the County and State aforesaid, certify that
this day and acknowledged that he is the of personally came before mea
North Carolina or corporation limited liability company/general partnership/limited partnership
(strike through the inapplicable), and that by authority duly given and as the act of such entity, _he signed the
foregoing instrument in its name on its behalf as its act and deed. Witness my hand and Notarial stamp or seal,
this day of 1201
My Commission Expires:
Notary Public
The foregoing Certificate(s) of
is/are certified to be correct_ This instrument and this certificate are duly registered at the date and time and in the Book and Page shown
on the first page hereof.
Register of Deeds for County
By: Deputy/Assistant - Register of Deeds

1753391
Exhibit A
Beginning at a concrete monument on the North side of Core Sound, which monument is the
Southeast corner of the Iands of Eugene R. Willis and others, being also the mouth of a canal ditch,
thence N 60-30 W, 1900.0 feet to the South line of the lands of the Bay Land Company; thence
with the Bay Land Company South line, N 21-00 E, 695 feet to a concrete monument and a corner
of the Bay Land Company lands; thence with the Bay Land Company West line S 60-30 E, 2266
feet to a concrete monument in the mouth of Mirey Brook; thence the various courses of Core
Sound, generally S 51-00 W, 730 feet to the point of BEGINNING.
Less and excepting that certain tract or parcel conveyed to Katie Morris by deed recorded in Book
738, Page 696, of the Carteret County Registry.
For title reference see Certificate of Registered Title Number 142 recorded in Book 4-A, Page 395,
Carteret County Registry and release of same recorded in Book 4-A, Page 397, Carteret County
Registry.

CA202311700499
LIMITED LIABILITY COMPANY ANNUAL REPORT
1/6/2022
NAME OF LIMITED LIABILITY COMPANY: Coresounders of Atlantic, LLC
SOSID: 2314388
Date Filed: 4/27/2023
Elaine F. Marshall
North Carolina Secretary of State
CA2023 117 00499
SECRETARY OF STATE ID NUMBER: 2314388 STATE OF FORMATION: NC
REPORT FOR THE CALENDAR YEAR: 2023 Emil 1�❑■
SECTION A: REGISTERED AGENT'S INFORMATION m
Qk
1. NAME OF REGISTERED AGENT: Chris Chadwick
2. SIGNATURE OF THE NEW REGISTERED AGENT:
Changes
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
3. REGISTERED AGENT OFFICE STREET ADDRESS & COUNTY 4. REGISTERED AGENT OFFICE MAILING ADDRESS
688 Highway 70 Otway 688 Highway 70 Otway
Beaufort, NC 28516 Carteret
SECTION B: PRINCIPAL OFFICE INFORMATION
1. DESCRIPTION OF NATURE OF BUSINESS
2. PRINCIPAL OFFICE PHONE NUMBER:
Beaufort, NC 28516 Carteret
3. PRINCIPAL OFFICE EMAIL: Privacy Redaction
4. PRINCIPAL OFFICE STREET ADDRESS 5. PRINCIPAL OFFICE MAILING ADDRESS M.
688 Highway 70 Otway
Beaufort, NC 28516 Carteret
688 Highway 70 Otway
Beaufort, NC 28516 Carteret
6. Select one of the following if applicable. (Optional see instructions)
❑ The company is a veteran -owned small business
❑ The company is a service -disabled veteran -owned small business
SECTION C: COMPANY OFFICIALS (Enter additional company officials in Section E.)
NAME: Chris Chadwick NAME: Kathryn Chadwick NAME:
TITLE: Manager TITLE: Manager TITLE:
ADDRESS: ADDRESS: ADDRESS:
688 Highway 70 Otway 688 Highway 70 Otway
Bea fort, C 28516 CartV4t Beaufort, NC 28516 Carteret
SECT ON : CE TIFICATI O AINUAL EPORT. Section D must be completed in its entirety by a person/business entity.
�0 a�
SIGNATURE] TE— ';
For m t be signed Company I listed un
ar Section C of This form. h
r
` -
Print -or Type -Name of -Company Official \Print.or—Type Title of- mpany-Official—
SUBMIT THIS ANNUAL REPORT WITH THE REQUIRED FILING-_EEE-OF__$200
MAIL TO: Secretary of State, Business Registration Division, Post Office Box 29525, Raleigh, NC 27626-0525