19961080 Ver 2_CAMA Application_20231222

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
Environment°! RENOVATION OF MIDWAY MARINA
Qu°`'ry PERMIT APPLICATION PA-1190
1. APPLICANT'S NAME: ACME Coinjock NC, LLC
2. LOCATION OF PROJECT SITE:
157 and 159 Coinjock Development Road, Coinjock, NC 27923
Longitude:-75.94864 Latitude: 36.35145
3. INVESTIGATION TYPE: CAMA + Dredge & Fill
4. INVESTIGATIVE PROCEDURE:
Date of Visit
Purpose of Visit
Applicant Present?
8/10/2023
Pre -Application Consultation
Yes
5. PROCESSING PROCEDURE:
tion Received
A lication Com lete
Re ional Office
P"OLN/10/2023
12/21/2023
1 DCM - Elizabeth City Regional Office
6. SITE DESCRIPTION:
(A) Local Land Use Plan: Currituck County
Land Classification from LUP: Commercial
(B) AEC(s) Involved: Estuarine Shoreline, Public Trust Shoreline, Public Trust Areas, Estuarine
Waters
(C) Water Dependent: Yes
(D) Intended Use: Commercial
(E) Wastewater Treatment:
Existing: Central & Municipal
Planned: Central & Municipal
(F) Type of Structures:
Existing: Boat ramp, Boat basin (slip), Boat slips, Other (wet slip), Pier or dock, Platform,
Bulkhead (wood), Boardwalk
Planned: Fill basin, Fill (general), Boat basin (slip), Boat slips, Other (wet slip), Pier or dock,
Platform, Bulkhead (vinyl)
(G) Estimated Annual Rate of Erosion: 1 foot
Erosion Information Source: Observations by Applicant
7. HABITAT DESCRIPTION:
Dredged (ft2)
Filled (ft2)
Other ft�
(A) Open Water
4,560
(B) Coastal Wetlands above NWL
(C) Coastal Wetlands below NWL
D Shallow Bottom
9,948
(E) High Ground (Uplands)
40,691
(F) Non -Coastal Wetland
(G) Total Area Disturbed: 55,199 ft2
(H) Primary Nursery Area: No
(n Water Classification: SC: Aquatic Life, Secondary Contact Recreation, Tidal Salt Water
(J) Open to Shellfishing: No
Field Investigation Report:
Renovation of Midway Marina
DCM Major Permit Application 1190
Page Iof3

PROJECT SUMMARY:
The 4.1-acre property, known as Midway Marina & Motel, is located on five parcels at 157 and 159
Coinjock Development Road in Coinjock, Currituck County, North Carolina. Midway Marina is
currently one component of the multi -use facility occupying the property. ACME Coinjock NC, LLC
purchased the property in 2023 with plans of renovating the marina through repair and replacement of
water dependent structures and through re -stabilization of the shoreline. Under this plan, the renovated
marina will be utilized in conjunction with Coinjock Marina which is located directly across the canal
and is also owned by ACME Coinjock NC, LLC.
9. NARRATIVE DESCRIPTION:
Elevations on the property range between 1.0 and 4.0 feet NGVD. Upland development on the 4.1-acre
site presently consists of a building housing a restaurant (currently closed), a building housing a motel
(seasonally open), gravel accessways, and several storage sheds. A swimming pool was once located on
the property; however, the pool was back -filled with clean sand in mid-2023. There was once a fueling
facility at the marina, but the facility was decommissioned several years ago. Vegetation on the
property is patchy — consisting primarily of grassed areas, ornamentals, and opportunistic successional
plant species. The property has been used for commercial purposes over the years, and no
archaeological resources are known to exist within areas of proposed disturbance.
The main shoreline along the property (i.e., excluding boat basins) is 1,480 feet long. Waterfront
structures on the site currently consist of timber bulkheads, boardwalks, fixed platforms, a boat ramp,
wet slips, and three boat basins. Many of the water dependent structures have fallen into disrepair -
including failing bulkheads, dilapidated boardwalks and piers, and eroded areas along the shore.
The marina is situated along the Albemarle/Chesapeake Canal, a part of the Atlantic Intracoastal Water
Way (AIWW). Specifically, the portion of the AIWW at the project site is a manmade and federally
dredged canal known as the North Carolina Cut. The AIWW at Midway Marina is 75 feet wide, with a
reported approach depth of 12 feet and a reported docking depth of 10 feet. Water depths within the
boat basins that will be maintained as part of the marina range between 2.0 and 4.0 feet. No primary or
secondary nursery areas are located within the project vicinity. Water resources in the project area are
classified as SC (Aquatic Life, Secondary Contact Recreation, Tidal Salt Water) which are closed to
shellfishing. Fishing waters in the area are classified as "Joint" which are jointly managed by NC
Wildlife Resources Commission and NC Division of Marine Fisheries. No submerged aquatic
vegetation (SAV) was observed in affected waters at the time of site inspection.
10. PROJECT DESCRIPTION:
Development activities being requested under CAMA Major Permit Application PA-1190 include
shoreline stabilization through replacement of failing bulkheads, replacement of dilapidated water
dependent structures (docks, platforms, and boardwalks), reconfiguration of existing wet slips, and
filling of the northernmost of three basins located on the property. Heavy equipment to be used during
construction will include a barge, a vibratory hammer, dump trucks, skid steers, and an excavator.
Specific development activities consist of:
• Installation of 1,621 linear feet of new vinyl bulkhead to replace failing bulkheads and to close -off the
northern basin fill area. The new bulkhead will be installed an average of two feet waterward of NWL,
with a maximum of five feet waterward of NWL.
• Placement of 1,956 square feet (+/- 145 cubic yards) of clean backfill to be placed behind failing
bulkheads and below NWL.
• Installation of new pier/boardwalk measuring six feet wide by 1,168 feet long (for 7,008 square feet)
Field Investigation Report:
Renovation of Midway Marina
DCM Major Permit Application PA-1190
Page2of3

to replace the existing structures in need of repair. Approximately 3,700 square feet of the total area
will shade estuarine waters.
• Replacement of three existing platforms with three new platforms (labeled A-C on site plans) totaling
1,628 square feet. Platform "A" will measure 18 feet by 30 feet, Platform `B" will measure 12.5 feet
by 35 feet, and Platform "C" will measure 10 feet by 65 feet. Of the 1,628-square-foot total,
approximately 860 square feet will shade estuarine waters.
• Installation of an elevated accessway measuring six feet by 12 feet (for 72 square feet).
• Placement of 7,992 square feet (+/- 2,370 cubic yards) of clean backfill for filling of the northern boat
basin.
• Reduction in the total number of boat slips from 36 to 24 (filling of the northern boat basin results in
this reduction of slips).
• Disturbance of 40,691 square feet of upland associated with installation of elevated structures (not
extending beyond NWL), accessways, deadman piles, tie -backs, etc..
Existing features in need of repair will be removed prior to replacement with the above -mentioned
structures. Filling of the northern basin will take place after the new bulkhead is complete. This will
serve to contain all fill material, thereby preventing any discharge into the adjacent canal. Once the
basin is filled, all newly created and disturbed land surfaces will be seeded, mulched, and stabilized.
Once work has been completed, the marina will operate as a lease -based and transient dockage facility
with boat ramp. A small number of slips will be used as long-term lease slips, while all others will be
short-term transient slips for boats traveling the AIWW. Under ACME's plan, renovated Midway
Marina will be utilized in conjunction with Coinjock Marina which is located directly across the canal
and is also owned by ACME Coinjock NC, LLC. The renovated Midway Marina will not provide on -
site fueling, food service, or waste pump -out. Instead, transient boaters and lease holders will be
directed to utilize the fueling station, pump -out facility, marina store, restaurant, along with showers
and toilets located directly across the canal at Coinjock Marina.
11. ANTICIPATED IMPACTS:
In total, 55,199 square feet of area will be disturbed, including:
• 9,948 square feet of shallow bottom fill (bulkhead back -fill and basin fill),
• 4,560 square feet of open water shading (elevated structures extending beyond NWL),
• 40,691 square feet of upland disturbance (elevated structures not extending beyond NWL,
accessways, deadman piles, tie -backs, etc.).
In addition, 1,621 linear feet of vinyl bulkhead will be installed.
Field Representative: Martin Mitchell YYl -ft
Date: December 21, 2023
Office: DCM - Elizabeth City Regional Office
Field Investigation Report:
Renovation of Midway Marina
DCM Major Permit Application PA-1190
Page3of3

Permit Application Report
Application ID
Application Type
Submitted
App Complete
Deadline
Decision
Expiration
PA-1190
DCM Major Permit
12-08-2023
12-11-2023
02-27-2024
Primary Applicant Information
Applicant Type
Title
Business Name
Name
Email
Business Phone
Mobile Phone
Business/Company
Acme Coinjock
NC, LLC
Acme Coinjock
NC, LLC
[e-mail]
8438106897
8438106897
Physical Address
Mailing Address
Street 1
City
State
Zip
Street 1
City
State
Zip
266 W. Coleman Blvd.
Mount
Pleasant
SC
29464
266 W. Coleman Blvd.
Mount Pleasant
SC
29464
Registered Agent Information
Agent Type
Title
Business Name
Name
Email
Business Phone
Mobile Phone
Business/Company
Quible &
Associates, P.C.
Quible &
Associates, P.C.
[e-mail]
2524918147
2525996021
Physical Address
Mailing Address
Street 1
City
State
Zip
Street 1
City
State
Zip
8466 Caratoke Hwy
Ste 400
Powells
Point
NC
27966
P.O. Drawer 870
Kitty Hawk
NC
27949
Project Information
Project Name
Project Type
Disturbed Land Area (Sq Ft/Acres)
Midway Marina
Commercial
40691 Sq. Ft. / 0.93 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:
Project Location Information
Address
County
River Basin
Subdivision
County Parcel ID
Latitude
Longitude
157 & 159 Coinjock
Development Road Coinjock,
NC 27923
Currituck
Pasquotank
071A00300040000,
071A0030004A0000,
071A0030004C0000,
071AO0100240000
36.35145
-75.94864
Project Discharges to State Waters
Discharge Type
Surface Sanitary
Runoff Wastewater
Industry/Commercial
Effluent
Vessel
Wash Down
Residential
Other
Wastewater/Stormwater Discharged Into Wetland?
Discharge Same Salinity as Receiving Waters
Is There Any Mitigation Proposed
False
False
False
Detailed Description of the Existing Development Located on the Property
Existing Man -Made Features:
The existing marina facility currently consists of timber bulkheading, docks, piers, platforms, boardwalks, boat slips, and a boat
ramp. Upland improvements include two marina buildings (motel and restaurant), gravel accessways, and several storage sheds.
Existing Land Uses:
The property is the site of Midway Marina - a commercial facility that includes wet slips, a motel, and a restaurant.
Existing Wastewater Treatment/Disposal:
On -site wastewater system
Solid Waste/Fish Offal/Trash Disposal:
On -site dumpsters with disposal by contract.
Use and Daily Operations of the Project When Complete
Proposed Development Purpose:
The purpose of this project is to maintain and improve a commercial marina facility which has long served recreational boating

interests in and along the Atlantic Intracoastal Waterway. Marina owners will replace existing platforms, boardwalks, piers, and
bulkheads that are aged and in need of replacement. A man-made boat basin in the northern portion of the property is also
proposed to be filled due to lack of use and shallow waters that only allow shallow draft vessels.
Build ings/Facilities/U nits/Structu res:
The project includes the replacement of existing piers and boardwalks paralleling the waterway with a new 1,170 boardwalk and
pier complex. The project also entails replacement of the existing bulkhead with a new 1,621 LF bulkhead,- backed by 1,956 sf of
bulkhead backfill below NWL. An 8,000 sf boat basin located in the northern portion of the property will be backfilled with
approximately 3,500 cy of clean fill. This will result in a minor reconfiguration of boat slips (including a reduction of the net total slip
count from 36 to 24). Three wooden platforms (A, B, and C of site plans) will be replaced in -kind.
Use & Daily Operations:
The daily use and operations will continue as a commercial marina facility.
Construction Methodology & Equipment:
Equipment will include a barge, vibratory hammer, dump trucks, skid steers, excavator, and hand tools.
Development Activities Narrative Specifics:
The proposed project includes the replacement of the existing pier and boardwalk with a new 1,170 boardwalk and pier,
replacement of the existing bulkhead with a new 1,621 LF bulkhead, 1,956 sf of bulkhead backfill below NWL, fill of the 8,000 sf
northern basin (+/- 3,500 cy), replacement of three platforms.
Application Narrative:
The proposed project site, known as Midway Marina & Motel, is located at 157 and
159 Coinjock Development Road in Coinjock, Currituck County, NC. The property is
situated along the Albemarle/Chesapeake Canal, a part of the Atlantic
Intracoastal Water Way (AIWW). The facility is a full -service marina with a
motel, restaurant, boat ramp, and wet slips. There was once a fueling facility
at the marina, but that was decommissioned several years ago. The site consists
of bulkheads, boardwalks, fixed platforms, a boat ramp, two buildings, gravel
accessways, and several storage sheds. Many of the water dependent structures
have fallen into disrepair - including failing bulkheads, dilapidated boardwalks
and piers, and eroded areas along the shore. A swimming pool was once located on
the property; however, the pool has recently been filled with clean backfill.
ACME Coinjock NC, LLC purchased the property in 2023 with intensions to repair
and replace water dependent structures on the property, re -stabilize the
shoreline, and utilize the site in conjunction with the Coinjock Marina located
directly across the canal. ACME also owns the Coinjock Marina, and all fueling
and pump -out needs will be directed to Coinjock Marina.
The proposed project requiring a CAMA Major Permit includes shoreline
stabilization through replacement of failing bulkheads, the replacement of water
dependent structures (docks, platforms, and boardwalks), the reconfiguration of
the existing wet slips, and the filling of the northernmost of three basins
located within the property. All proposed work is as follows:
* 1,170 LF of new pier/boardwalk to replace the existing structures in need of
repair.
* 1,621 LF of new bulkhead to replace existing bulkheads and close -off the
northern basin fill area.
* 1,956 SF of bulkhead backfill to be placed below NWL.
* Fill of the 8,000 SF northern basin (+/- 3,500 CY).
* Replacement of three existing platforms with three new platforms (Labeled
A-C).
* Reduction in the total number of boat slips from 36 to 24 (filling of the
basin results in this reduction of slips).
All existing features in need of repair will be removed prior to replacement
with the above -mentioned structures. Filling of the existing northern basin will
take place after the new proposed bulkhead is complete. This will serve to
contain all fill material, thereby preventing any discharge into the adjacent

canal. Once the basin is filled, all newly created and disturbed land surfaces
will be seeded, mulched, and stabilized. See CAMA Major Permit plan for a
detailed view of the existing site and all proposed work.
Quible performed the water depth and shoreline surveys in 2023. In the winter
of 2022, Quible met with the NCDCM field representative to discuss the same
scope of work, but for the previous owner (Mr. Louis Davis). Mr. Davis sold the
property to Acme Coinjock NC, LLC in 2023 and the current owners are now
pursuing what was discussed in the past. In August 2023, Quible met with Mr.
Martin Mitchell (current NCDCM field representative) to walk the site and to
verify the scope of work related to CAMA rules and regulations before submitting
this permit application. Quible performed a full bathymetric survey in June
2022 (see plans). All existing conditions are shown on Sheet 1 (see also- photo
pages). None of the areas to be filled have had rooted submerged aquatic
vegetation (SAV) or jurisdictional wetlands.
Once all work is completed, the marina will begin operations as a lease -based
and transient dockage facility with boat ramp. A small number of slips will be
used as long-term lease slips, and all others will be short-term transient slips
for boats traveling the AIWW. The new Midway Marina will not provide services
such as fuel, food, pump out, etc. All transient boaters and lease holders will
be directed to utilize Coinjock Marina across the canal that provides fuel,
pump -out, marina store, showers, toilets, and restaurant.
The project proponent hereby certifies that all information contained herein is
true, accurate, and complete to the best of my knowledge and belief. A DWR
Prefiling Notification was submitted on September 1st, 2023 through the DWR's
401 Prefiling email. A copy of this email has been attached. 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)
True
1
Source of Erosion Amount Information
Visual observation
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
1621
1
2
12
Sq Ft of Fill to be Placed Below Water Level
Type of Fill Material
1
Source of Fill Material
1956
Sand
All fill material will be clean sand from an approved upland site.
How Will Fill Material be Kept on Site and Erosion Controlled
Geotextile filter fabric, silt fencing, seeding, and mulching to contain and stabilize fill.
Will Wetlands be Crossed in Transporting Equipment to Project Site
Explain Steps Taken to Avoid/Minimize Environmental Impact
False
No backfill will be placed landward of new bulkhead until geotextile filter fabric
has been placed and until structural tightness of the bulkhead has been
confirmed. A sediment and erosion control plan will be implemented and
maintained until all disturbed land surfaces have been effectively stabilized.
Stockpiles of erodible materials (sand, topsoil, etc.) to remain on the site for more
than several days will be enclosed with silt fencing and/or hay bales. Heavy

equipment will be stored as far away from the normal water line (NWL) as
practicable.
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
Commercial
0
36
24
Piers & Docking Facility Structures
Structure Type
Length
Width
Quantity
Fixed Piers
154
6
1
Fixed Platforms
30
18
1
Fixed Platforms
35
12.5
1
Fixed Platforms
65
10
1
Fixed Piers
20
6
1
Fixed Piers
282
6
1
Fixed Piers
482
6
1
Fixed Piers
218
6
1
Fixed Platforms
30
18
1
Fixed Platforms
35
12.5
1
Fixed Platforms
65
10
1
Fixed Piers
20
6
1
Fixed Piers
282
6
1
Fixed Piers
482
6
1
Fixed Piers
218
6
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
0
0
Buoy Details: n/a
Moorings & Buoys Details
Mooring or Buoy Distance From Shoreline I Arc of Swing Water Depth
Excavation Development Activity Included: False
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: True
Other Fill Below Water Level For Utility Crossing
Will Fill Material be Placed in Any Of The Following Areas
Area
Sq. Ft. Affected
Purpose of Fill in This Area
Coastal Wetland/Marsh (CW)
Submerged Aquatic Vegetation (SAV)
Shell Bottom (SB)
Other Non -Coastal Wetlands (WL)
Open Water (OW)
7992
Filling of an existing manmade bulk -headed boat basin which is no longer
needed.
How Will Fill Material be Kept
Wetlands Crossed Transporting
Steps Taken to Avoid/Minimize Environmental Impact
on Site and Erosion Controlled
Equipment to Project Site
Silt fence will be utilized to
maintain fill from upland areas,
False
a new bulkhead will be installed
to contain all proposed fill
Other Fill Dimensions
Length
Width
Type of Fill
"Other" Fill Type Describe
Purpose of Fill
108
74
Other
Clean Sand
To fill an existing bulk -headed boat basin which is no
longer needed.
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; Other
30
1 Large closed cabin vessels
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)
0
0
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)
250
-10
-3
-14
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
0
True
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)
Short term lease for transient boaters, and long term lease for a small number of slips.
Industrial Pollutants Being Used (Paint, Sandblasting Waste,
Petroleum Products, Vessel Maintenance Operations)
Industrial Pollutants Management Plan
False
n/a
# of Toilets
# of Showers
Location of Toilets
0
0
n/a

Boat Holding
Existing
Proposed
Pumpouts—Location of Each
Pumpouts—Type of Each
Tank Pumpouts
Pumpouts
Pumpouts
False
0
0
n/a
n/a
How Will Overboard Discharge of
Number of Channel Marker
Provide Details to the Type of Signage and Location of the Signs
Sewage From Boats be Controlled
or No Wake Signs Proposed
All boats will be directed to pump
All boats will be directed to pump out and fuel at the Coinjock Marina across
out and fuel at the Coinjock Marina
0
the canal.
across the canal.
Marina Safety Policy on
Marina Located Within or Close
Shellfish Lease
Shellfish Leasholder(s) Name & Address
Overnight & Live Aboard Storage
Proximity to Shellfish Lease
Proximity to Marina
There will be overnight dockage
allowed for transient boaters
that are traveling the AIWW. No
permanent live aboard dockage
will be allowed. Marina services
False
(food, restrooms, pumpout, and
fuel) provided at Coinjock Marina
across the canal (also owned by
ACME Coinjock NC, LLC).

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Troy Murphy
From: Troy Murphy
Sent: Friday, September 1, 2023 8:45 AM
To: 401 Pre File
Subject: NC DWR Pre -Filing Notification Request - 157 & 159 Coinjock Development Rd,
Coinjock, Currituck County, NC
Attachments: P21071.1-CAMA PLAN-083023.pdf
Good Morning,
This email is to serve as a NC DWR Pre -Filing Notification request for a CAMA Major permit application for a property
located at 157 & 159 Coinjock Development Rd in Coinjock, Currituck County, NC. This site is known as the former
Midway Marina on the Albemarle/Chesapeake canal in Coinjock. The proposed project includes the repair and
replacement of all the existing marina; including docks, piers, platforms, boardwalks, bulkheads, and slip configurations.
A two page CAMA Major Permit plan is attached depicting the existing site and conditions on sheet 1, and the proposed
repair and replacement of the marina on sheet 2. In addition to the repair and replacement of the existing marina, the
client proposes to fill the existing northern basin and extend the bulkheading across the entrance to the basin. All
proposed work is shown on the attached CAMA Plan. Please reach out with any questions about this proposed project.
Thanks,
Troy
Troy Murphy
Environmental Scientist
Quible & Associates, P.C.
8466 Caratoke Hwy, Bldg 400
Powells Point, NC 27966
PO Drawer 870
Kitty Hawk, NC 27949
t 252-491-8147
www.guible.com
LEGAL DISCLAIMER
The information transmitted is intended solely for the individual or entity to which it is addressed and may contain confidential and/or
privileged material. Any review, retransmission, dissemination or other use of or taking action in reliance upon this information by
persons or entities other than the intended recipient is prohibited. If you have received this email in error please contact the sender and
delete the material from any computer.

DATE: September 1st, 2023
NAME: Charles L. & Amy A. Kight
ADDRESS: PO Box 122
CITY: Coinjock ST: NC ZIP: 27923
RE: Midway Marina CAMA Major Permit
To Whom It May Concern:
This correspondence is to notify you as a riparian property owner that ACME Coinjock NC, LLC is applying for a CAMA
Major permit to replace the existing dilapidated boardwalks, piers, and platforms with new timber boardwalk, piers, and
platforms, replace all existing bulkheads and the addition of new bulkheading, the filling of the northern basin, and the
reconfiguration of the existing boat slips., on their property located at 157 & 159 Coinjock Development Road, Coinjock, NC
which is adjacent to your property. A copy of the project drawing(s) is enclosed for your review. If you have no objections
to the proposed activity, please mark the appropriate statement below and return as soon as possible to:
Troy Murphy, Quible & Associates P.C. at PO Box 870, Kitty Hawk, NC 27949
If no comments are received within 30 days of recent of this notice, it will be considered that you have no comments
regarding this project. If you have objections or comments, please mark the appropriate statement below and send your
correspondence to the NC Division of Coastal Management at 401 S. Griffin St., Ste 300., Elizabeth City, NC 27909. If you
have questions about the project, please do not hesitate to contact me at 252-491-8147 or the Division of Coastal
Management at 252-264-3901.
Sincerely,
Troy Murphy (Authorized Agent on behalf of ACME Coinjock NC, LLC)
I have no objection to the project as described. _. _ I have objection(s) to the project as described.
WAIVER SECTION
I understand that a pier, dock, mooring pilings, boat ramp, breakwater, boathouse, lift, or groin must be set back a minimum distance of
15' from my area of riparian access unless waived by me. (1f you wish to waive the setback, you must initial the appropriate blank
below.)
I do wish to waive the 15' setback requirement. . I do not wish to waive the 15' setback requirement.
Print Name Signature of Adjacent Property Owner
Mailing Address and/or Email Address
Date
Phone Number

DATE: September 1st 2023
NAME: Clarence M. Harrison Jr, Dennis E. Harrison, & Donna L. Montgomery_
ADDRESS: 1 100 Brandon Ct,
CITY: Chesapeake ST: VA ZIP: 23320
RE: Midway Marina CAMA Major Permit
To Whom It May Concern:
This correspondence is to notify you as a riparian property owner that ACME Coinjock NC, LLC is applying for a CAMA
Major permit to re lace the existing dilapidated boardwalks iers and platforms with new timber boardwalkpiers, and
Platform, replace all existing bulkheads and the addition of new bulkheading, the filling of the northern basin, and the
reconfiguration of the existing boat slips., on their property located at 157 & 159 Coinjock Development Road Coinjock NC
which is adjacent to your property, A copy of the project drawing(s) is enclosed for your review. If you have no objections_
to the proposed activity, please mark the appropriate statement below and return as soon as possible to:
Troy Murphy, Quible & Associates P,C. at PO BOX 870 Kitty Hawk NC 27949
If no comments are received within 30 days of receipt of this notice, it will be considered that you have no comments
regarding this project. If you have objections or comments, please mark the appropriate statement below and send your
correspondence to the NC Division of Coastal Management at 401 S. Griffin St., Ste 300., Elizabeth City, NC 27909. If you
have questions about the project, please do not hesitate to contact me at 252-491-8147 or the Division of Coastal
Management at 252-264-3901.
Sincerely,
Troy Murphy (Authorized Agent on behalf of ACME Coinjock NC, LLC)
I have no objection to the project as described. _. __. I have objection(s) to the project as described.
WAIVER SECTION
I understand that a pier, dock, mooring pilings, boat ramp, breakwater, boathouse, lift, or groin must be set back a minimum distance of
15' from my area of riparian access unless waived by me. (If you wish to waive the setback, you must initial the appropriate blank
below.)
I do wish to waive the 15' setback requirement. _ I do not wish to waive the 15, setback requirement.
Print Name Signature of Adjacent Property Owner
Mailing Address and/or Email Address
Date
Phone Number

ROY COOPER
Governor
ELIZABETH S. BISER
Secretary
BRAXTON DAVIS
Director
EMAIL MEMORANDUM
NORTH CAROLINA
Environmental Quality
TO: The Coastland Times
ATTN: Hannah Russ
Manteo, NC 27954
legals(a)thecoastlandtimes.net
FROM: Lisa Doepker, Administrative Specialist
DATE: 12/22/2023
SUBJECT: Major Public Notice: ACME Coinjock NC, LLC
Please publish the attached Notice in the Sunday, December 31, 2023, issue of The
Coastland Times. Please note that this is for a one -day publication only.
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, an original invoice and payment request to Lisa Doepker, via
email at: [e-mail].
Thank you for your assistance in this matter. If you should have any questions, please
contact me at our Elizabeth City office [phone].
Attachment
cc: Curt Weychert, Assistant Major Permits Coordinator, DCM,
curt.weychert(a)deg.nc.gov
Gregg Bodnar, Major Permits Coordinator, gregg.bodnar(a_deg.nc.gov
Christy Simmons, PIO, DCM, christy.simmons(aD-ncdenr.gov
Ellie Davis, Accounts Payable, DCM, ellie.davis(aD-ncdenr.gov
File
D E Q�� North Carolina Department of Environmental Quality I Division of Coastal Management
Elizabeth City Office 1 401 South Griffin Street, Suite 300 1 Elizabeth City, North Carolina 27909
o Paroneni fE�vnmmemz '� /'� 252.264.3901

NOTICE OF FILING OF
APPLICATION FOR CAMA MAJOR
DEVELOPMENT PERMIT
The NC Department of Environmental Quality hereby gives public notice as
required by NCGS 113A-119(b) that application for a development permit in an AEC as
designated under the CAMA was received on 8/10/2023. Proposal is to renovate the
marina through repair and replacement of water dependent structures and
through re -stabilization of the shoreline. Property location is 157 and 159
Coinjock Development Road, Coinjock, NC 27923, in Currituck County.
A copy of the entire application may be reviewed at the office of the Division of
Coastal Management, located at 401 S Griffin St, Ste 300, Elizabeth City and reached by
phone at [phone] during normal business hours. Comments mailed to Braxton
Davis, Director, DCM, 400 Commerce Avenue, Morehead City, NC 28557, prior to
January 21, 2024, will be considered in making the permit decision. Later comments will
be considered up to the time of permit decision. Project modification may occur based
on review & comment by the public, state & federal agencies. Notice of the permit
decision in this matter will be provided upon written request.
PLEASE PUBLISH ON: December 31, 2023

Y1O
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TRANS?VTA_XAMOUNT— AIWif AIC
DATE/COLLECTOR LA AS
16
III IIIIIIIIIIIIIIIIIIIIIII11111III
Doc No: 382388
Recorded: 04/14/2023 03:21:18 PM
Fee Amt. $26.00 Page 1 of 5
Excise Tax: $0.00
Currituck Countv North Carolina
Denise A. Hall, Register of Deeds
BK 1731 PG 293 - 297 (6)
(1 Space Above This Line For Recording Data
NTH CAROLINA NON -WARRANTY DEED
Prepared by W frock Mitchell, Attorney
Return to: Pender & Coward, P.C.
222 Central Park Avenue, Suite 400
Virginia B ach, Virginia 23462
HREM fWNo.19974-6.WBM
Excise Tax: $0.00 U
Transfer Tax: $0.00
�Y>
State of North Carolina, County of Currituc�
Tax Parcel: 0071-000-0042-0000,
071A-003-004C-0000;
071A-003-004B-0000;
071A-003-0004-000D;
071A-003-004A-0000;
0071-000-0047-0000, and
071A-001-0024-0000
THIS NON -WARRANTY DEED ma", is 1 ' day of April, 2023, by and between Louis
D. Davis and wife, Wendy R. Davis, whose m ng address is 319 Waterlilly Road, Coinjock, North
Carolina 27923-9734 (hereinafter collectively refet@i to as "Grantor"), and Acme Coinjock NC LLC, a
Delaware limited liability company, whose mailiri ddress is 266 W. Coleman Boulevard, Suite 101,
Mount Pleasant, South Carolina 29464-5651 (herein j referred to as "Grantee"):
WITNESSETH:
That the Grantor, for a valuable consideration paid b e Grantee, the receipt of which is hereby
acknowledged, has given, granted, bargained, sold, and conve and by these presents does hereby give,
grant, bargain, sell, and convey unto said Grantee, Grantee's heiiccessors, administrators and assigns,
all of that certain piece, parcel, or tract of land situate, lying an bb in Poplar Branch and Crawford
Townships, Currituck County, State of North Carolina, and being mT particularly described as follows:
See Exhibit A attached hereto.
Per N.C.G.S. §105-317.2, the property does not include the primresidence of Grantor.
16
0
293

�O This document was prepared by W. Brock Mitchell, a licensed North Carolina attorney,
without title search, closing or tax advice. Delinquent taxes if any, to be paid by the
closing attorney to the County Tax Collector upon disbursement of closing proceeds.
�e. TO HAVE AND TO HOLD the above described lands and premises, together with all appurtenances
We eunto belonging, or in any way appertaining, unto the Grantee, Grantee's heirs, successors,
aistrators, and assigns forever.
YYY�The Grantor makes no warranty, express or implied, as to title to the property hereinabove described.
16
Rff ITNESS WHEREOF, the Grantor has duly executed and sealed this document, this the day and
year first aloye written.
�O
[REMAPV ER OF PAGE INTENTIONALLYBLANK —
SIG ,j!5URE(S) ON FOLLOWING PAGE(S)J
�O
2
16
0
,� Book 1731 Page 294

I-1O
(SEAL)
is D. Davis
(SEAL)
Wendy R. D
State of6rth Carolina, County of Pasquotank
O
I o r�ify that the following persons personally appeared before me this day, acknowledging to me
that they vootartly signed the foregoing document for the purpose stated therein and in the capacity
indicated:
Louis D. �is and wife, Wendy R. Davis.
Date: April �2023.
` ►unnnu,/�/Z
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s' NOTA
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QAI-o9tAA (A��
Notaryublic
Type or Print Name: W. Brock Mitchell
My Commission Expires: 10/23/2027
Notary seal or stamp must appear within this bo%
Y�
J:\REAL ESTATE\CLIENTS.20230avis, Louis -SALE - Comjock Marina- 19974-6W W.-) d5 'sX_0
-f\
295

I-10
EXHIBIT A
arcelOne: PIN:0071-000-0042-0000
"QMMENCING AT A CONCRETE MONUMENT FOUND ALONG THE WESTERN RIGHT OF WAY
WATERLILY ROAD (SR 1142); THENCE SOUTH 26' 26' 52" WEST A DISTANCE OF 563.76
F TO AN IRON ROD SET, WHICH IS THE TRUE POINT OF BEGINNING; THENCE SOUTH 26'
26 ;� EST A DISTANCE OF 203.49 FEET TO AN IRON ROD SET; THENCE NORTH 63' 58' 40"
WEST A DISTANCE OF 29.71 FEET TO AN IRON ROD SET; THENCE NORTH 26° 02' 20" EAST A
DISTAL OF 103.49 FEET TO AN IRON ROD SET; THENCE NORTH 63' 57' 40" WEST A
DISTAN(M OF 150.02 FEET TO AN IRON ROD SET; THENCE NORTH 26' 02' 06" EAST A
DISTANCKOF 99.99 FEET TO AN IRON ROD SET; THENCE SOUTH 63° 57' 54" EAST A DISTANCE
OF181.19 FOT TO AN IRON ROD SET; WHICH IS THE AFOREMENTIONED POINT OF
BEGINNING
0
Parcel Two: PIN: 071A-003-004C-0000
COMMENCING AT AN IRON PIPE FOUND ON THE NORTHERN RIGHT OF WAY OF COINJOCK
DEVELOPMENT ROAD; THENCE NORTH 26° 03' 19" EAST A DISTANCE OF 300.00 FEETTO A
CONCRETE MONUME�5FOUND, WHICH IS THE TRUE POINT OF BEGINNING; THENCE
NORTH 260 03' 19" EAST,I)DISTANCE OF 181.60 FEET TO AN IRON ROD SET; THENCE NORTH
260 03' 19" EAST A DIST U, OF 7.73 FEET TO A POINT AT THE EDGE OF THE CANAL; THENCE
NORTH 590 57' 04" EAST A+iSTANCE OF 17.45 FEET TO A POINT ALONG THE EDGE OF THE
CANAL AND BULKHEAD; T14ANCE NORTH 65' 11' 37" EAST A DISTANCE OF 25.17 FEET TO A
POINT ALONG THE EDGE OF'(IIE CANAL AND BULKHEAD; THENCE SOUTH 61° 53' 09" EAST
A DISTANCE OF 44.85 FEET TO IAVOINT ALONG THE EDGE OF THE CANAL AND BULKHEAD;
THENCE SOUTH 620 17' 17" EAST<A DISTANCE OF 50.01 FEET TO A POINT ALONG THE EDGE
OF THE CANAL AND BULKHEAD; I FENCE SOUTH 62017' 15" EAST A DISTANCE OF 75.76 FEET
TO A POINT ALONG THE EDGE OF 'SHE CANAL AND BULKHEAD; THENCE SOUTH 63° 00' 55"
EAST A DISTANCE OF 153.86 FEET T A POINT ALONG THE EDGE OF THE CANAL AND
BULKHEAD; THENCE SOUTH 26° 03' 19' EST A DISTANCE OF 215.59 FEET TO A POINT IN THE
CENTER OF THE CANAL; THENCE NOR 63° 56' 41" WEST A DISTANCE OF 350.00 FEET TO A
CONCRETE MONUMENT FOUND; WHICH THE AFOREMENTIONED POINT OF BEGINNING.
Parcel Three: PIN: 071A-003-004B-0001�
PARCEL 4B (William Tate) �(�C
COMMENCING AT AN IRON ROD FOUND ALONG THE NORTHERN RIGHT OF WAY OF
COINJOCK DEVELOPMENT ROAD; THENCE NORTH 260 03' 19" EAST A DISTANCE OF 100.00
FEET TO AN IRON ROD SET, WHICH IS THE TRUE POIi464 BEGINNING; THENCE NORTH 26'
03' 19" EAST A DISTANCE OF 200.00 FEET TO A CONCRP�E ROD FOUND; THENCE SOUTH 63'
56' 41" EAST A DISTANCE OF 350.00 FEET TO A POINT IN QE CANAL; THENCE SOUTH 26° 03'
19" WEST A DISTANCE OF 200.00 FEET TO A POINT IN THE AL; THENCE NORTH 63° 56' 41 "
WEST A DISTANCE OF 350.00 FEET TO AN IRON ROD SET; I,H IS THE AFOREMENTIONED
POINT OF BEGINNING.
4
16
0
,� Book 1731 Page 296

�O Parcel Four: PIN:071A-003-0004-GOOD; and PIN: 071A-003-004A-0000
COMMENCING AT AN IRON ROD FOUND ON THE NORTHERN RIGHT OF WAY OF COINJOCK
1")EVELOPMENT ROAD; THENCE NORTH 26° 03' 19" EAST A DISTANCE OF 100.00 FEET TO AN
KON ROD SET; THENCE SOUTH 63° 56' 41" EAST A DISTANCE OF 350.00 FEET TO A POINT IN
CkCANAL; THENCE SOUTH 260 03' 19" WEST A DISTANCE OF 316.60 FEET TO A POINT IN THE
L, THENCE NORTH 630 56'38 WEST A DISTANCE OF 286.00 FEET TO A PINCHED PIPE
FOU�; THENCE NORTH 26 03'19 EAST A DISTANCE OF 113.00 FEET TO AN IRON ROD
FOUND; THENCE WITH A CURVE TURNING TO THE LEFT WITH A RADIUS OF 115.02', WITH AN
ARC L&TH OF 128.32', WITH A CHORD BEARING OF NORTH 050 39' 03" WEST, WITH A
CHORD CYNGTH OF 121.77', TO AN IRON ROD FOUND; WHICH IS THE AFOREMENTIONED
POINT O"OMMENCEMENT.
Parcel Five: PIN: 0071-000-0047-0000
COMMENCING A CONCRETE MONUMENT FOUND ON THE WESTERN RIGHT OF WAY OF
WATERLILY RO (SR 1142); THENCE NORTH 63° 57' 41" WEST A DISTANCE OF 335.19 FEET
TO A POINT IN THE CANAL; THENCE NORTH 26° 03' 19" EAST A DISTANCE OF 115.00 FEET TO
A POINT IN THE CANAL; THENCE SOUTH 630 57' 41" EAST A DISTANCE OF 335.08 FEET TO AN
IRON PIN FOUND; TFOCE SOUTH 26° 00' 03" WEST A DISTANCE OF 115.00 FEET TO A
CONCRETE MONUMEWFOUND; WHICH IS THE AFOREMENTIONED POINT OF
COMMENCEMENT. O
xll�\
Roadway Parcel: : 071A-001-0024-0000
le*
BEGINNING AT AN IRON PIPEDOUND ON THE NORTHERN RIGHT OF WAY OF COINJOCK
DEVELOPMENT ROAD; THENC&iK71TH A CURVE TURNING TO THE LEFT WITH A RADIUS OF
115.02', WITH AN ARC LENGTH OF! .j4', WITH A CHORD BEARING OF NORTH 53° 03' 20" WEST,
WITH A CHORD LENGTH OF61.10', R0 AN IRON ROD SET; THENCE NORTH 260 03' 19" EAST A
DISTANCE OF 425.64 FEET TO A POINTAT THE MHW LINE; THENCE NORTH 75° 03' 30" EAST
A DISTANCE OF 79.50 FEET TO A POINT -AT THE MHW LINE; THENCE SOUTH 260 03' 19" WEST
A DISTANCE OF 489.33 FEET TO AN IR PIPE FOUND; WHICH IS THE AFOREMENTIONED
POINT OF BEGINNING.
Record & Return to Josh Slan
First American Title Insurance Company O
1850 K Street NW, Suitc k8>0I ZZt;-
Washington DC 20006
File No. NCS-J /'55 -7_k 7 Z ,
Cnn•
5
Page 297

Midway Marina
Existing Conditions Photos
1%

Midway Marina
Existing Conditions Photos

■ Complete items 1, 2, and 3.
■ Print your name and address on the reverse
so that we can return the card to you.
■ Attach this card to the back of the mailpiece,
or on the front if space permits.
1. Article Addressed to:
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PS Form 3811, July 2020 PSN 7530-02-000-9053
Signature
❑tr
B. Received y Or nfed Nam) C. Date of Delivery
D. Is delivery address different from item 1? Yes
If YES, enter delivery address below: ❑ No
3. Service Type
❑ Adult Signature
[3'PduH Signature Restricted Delivery
Certified Mail
❑ Certified Mail Restricted Delivery
❑ Collect on Delivery
❑ Collect on Delivery Restricted Delivery
0 Insured Mail
❑ Insured Mail Restricted Delivery
D Priority Mail Express®
❑ Registered MailT
❑ Registered Mail Restdct(H
Delivery
0 S gnature ConfirmationTM
L Signature Confirmation
Restricted Delivery
Domestic Return Receipt
■ Complete items 1, 2, and 3. 1 A. Signaturg
■ Print your name and address on the reverse X ❑ Agent
so that we can return the card to you. ❑ Addressee
■ Attach this card to the back of the mailpiece, B. Rec I'v y (Annfed e) C. Date of Delivery
or on the front if space permits. '1/�' fr �p f7
1. Article Addressed to: )] D. Is delivery address different from item 1? ❑ Yes
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Domestic Return Receipt i

DATE: September 1st, 2023
NAME: Charles L. & Amy A. Kight
ADDRESS: PO Box 122
CITY: Coinjock ST: NC ZIP: 27923
RE: Midway Marina CAMA Major Permit
To Whom It May Concern:
This correspondence is to notify you as a riparian property owner that ACME Coinjock NC, LLC is applying for a CAMA
Major permit to replace the existing dilapidated boardwalks, piers, and platforms with new timber boardwalk, piers, and
platforms, replace all existing bulkheads and the addition of new bulkheading, the filling of the northern basin, and the
reconfiguration of the existing boat slips., on their property located at 157 & 159 Coinjock Development Road, Coinjock, NC
which is adjacent to your property. A copy of the project drawing(s) is enclosed for your review. If you have no objections
to the proposed activity, please mark the appropriate statement below and return as soon as possible to:
Troy Murphy, Quible & Associates P.C. at PO Box 870, Kitty Hawk, NC 27949
If no comments are received within 30 days of receipt of this notice, it will be considered that you have no comments
regarding this project. If you have objections or comments, please mark the appropriate statement below and send your
correspondence to the NC Division of Coastal Management at 401 S. Griffin St., Ste 300., Elizabeth City, NC 27909. If you
have questions about the project, please do not hesitate to contact me at 252-491-8147 or the Division of Coastal
Management at 252-264-3901.
Sincerely,
Troy Murphy (Authorized Agent on behalf of ACME Coinjock NC, LLC)
.� l have no objection to the project as described.
I have objection(s) to the project as described.
WAIVER SECTION
I understand that a pier, dock, mooring pilings, boat ramp, breakwater, boathouse, lift, or groin must be set back a minimum distance of
15' from my area of riparian access unless waived by me. (If you wish to waive the setback, you must initial the appropriate blank
below.)
I do wish to waive the 15' setback requirement. _ rA 1 do not wish to waive the 15' setback requirement.
vll c A
Print Nam Signature of Adjacent Property Owner
p c
Mailing Address and/or Email Address
a I t a
Date
Sba,oa' Y13 S
Phone Number

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