20181108 Ver 3_CAMA Application_20220721

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ELIZABETH S.BISER ''
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Secretary QUAM A
BRAXTON DAVIS NORTH CAROLINA
Director Environmental Quality
July 21, 2022
MEMORANDUM:
FROM: Gregg Bodnar, Assistant Major Permits Coordinator
NCDEQ- Division of Coastal Management
400 Commerce Ave., Morehead City, NC 28557
Fax: [phone] (Courier 04-16-33)
[e-mail]
SUBJECT: CAMA Major Permit Application Review
Applicant: T.J.'s Land Development LLC
Project Location: 975 Pantego Street Belhaven, NC 27810
Proposed Project: Proposing a transient marina with 40 slips, upland and open water
excavation to -6' @ NWL, Bulkhead, docks, upland fill, a building to house
bathhouse, laundry, and ship store, as well as gravel parking area.
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Gregg Bodnar at the address above by August 11 2022. If you have any
questions regarding the proposed project, contact Shane Staples [phone] when appropriate, in-
depth comments with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
**Additional comments may be attached**
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes
are incorporated. See attached.
This agency objects to the project for reasons described in the attached
comments.
PRINT NAME
AGENCY
SIGNATURE
DATE
D
E North Carolina Department of Environmental Quality I Division of Coastal Management
Washington Office 943 Washington Square Mall Washington,North Carolina 27889
Department of Environmental Quality 252.946.6481

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: T.J.'s Land Development, LLC—Transient Marina
2. LOCATION OF PROJECT SITE: Project site is within the waters of Battalina Creek, Boat Harbor and
Baker Canal and the adjacent uplands across Boat Harbor Canal from TJ's Marina and Boatyard
GPS Coordinates: Latitude—35°32' 20.2" Longitude - 76°36' 35.68"
3. INVESTIGATION TYPE: CAMA/Dredge & Fill
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit—February 22, 2022
Was Applicant Present- Yes
5. PROCESSING PROCEDURE: Application Received Complete—June 30, 2022
Office - Washington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Beaufort County
Land Classification from LUP—Municipal District
(B) AEC(s) Involved: Estuarine Shoreline, Public Trust Shoreline,Estuarine Water, Public Trust Area
(C) Water Dependent: Yes
(D) Intended Use: Commercial
(E) Wastewater Treatment: Existing--None
Planned—Belhaven Sewer
(F) Type of Structures: Existing—Gravel parking area and small storage building
Planned—Open water and Upland Excavation,Bulkhead,Docks both landward
and waterward of NWL, 40-slip marina with fuel and sewage pumpout, Gravel
drive and parking, 40' x 240' building for laundry, bathhouse and shipstore.
(G) Estimated Annual Rate of Erosion: None
7. HABITAT DESCRIPTION: [AREA]
DREDGED FILLED OTHER
Shallow Bottom
(Battalina Creek, Boat Harbor 73,362ft2 369ft2 3,280ft2
Canal, Baker Creek, and (shading)
Sargent Canal)
Uplands 36,335112 75,830ft2
(D) Total Area Disturbed: 3.1 Acres
(E) Primary Nursery Area: Yes
(F) Water Classification: SC; HQW,NSW
Open: No
8. PROJECT SUMMARY: The applicant is proposing a transient marina with 40 slips,upland and open water
excavation to-6'@NWL, bulkhead,docks,upland fill,a building to house bathhouse,laundry,and shipstore,
as well as gravel parking area.

T.J.'s Land Development
Transient Marina
Beaufort County
Project Setting
The project is located at 975 East Pantego Street adjacent to Boat Harbor Canal, Baker
Canal, and Battalina Creek in the town of Belhaven, Beaufort County and is accessed via a
gravel driveway near the intersection of East Pantego Steet and East Street. The site consists of
three parcels totaling 4.1 acres located directly across Baker Creek from TJ's Marina and
Boatyard authorized under active CAMA Major Permit #115-18 authorizing the development of
a marina and boatyard including 13 defined slips, finger piers, pier landward of the bulkhead,
upland excavation, maintenance excavation within Baker Creek and Battalina Creek to a depth of
-6' below NWL. The property is bordered on the east side by a separate canal, Sargent Canal, off
Battalina Creek with an active CAMA Major Permit#35-22 issued to Sargent Investments, LLC
which included excavation in the canal to -6' below NWL. The property consists mainly of
uplands with a strip of wetlands on Tract B. The Division of Coastal Management has
determined the wetlands on the site to be non-coastal due to Phragmites spp. being the dominant
species present. The US Army Corps of Engineers has confirmed the wetland delineation. The
site was previously used as a commercial fishing/crabbing operation with unimproved docking
and gravel parking/crabpot staging area.
The purpose of this development is to establish a transient vessel marina to attract boats
traveling on the Intercoastal Waterway (ICW) located in the Pungo River approximately 2 miles
from the project site. The marina will offer mooring with 40 formal slips with power, bathhouse,
laundry room and marina store. The proposed development includes excavation below NWL in
Battalina Creek, Baker Creek, Boat Harbor Canal, and the Sargent Canal; upland excavation to
widen all three canals and creek, an open water marina adjacent to Battalina Creek; bulkheading
of the shoreline around the property, piers, and walkways, as well as a 40' x 240' building. All
excavation proposed is bucket to barge and will be either used on site or taken to the approved
upland disposal area owned by the applicant.
Battalina Creek, Baker Creek, Boat Harbor Canal, and the Sargent Canal are designated a
Primary Nursery Area by the Division of Marine Fisheries and are classified as SC; HQW,NSW
by the Environmental Resources Commission. Tract "C" along Sargent Canal is not subject to
the 50' Tar/Pamlico River Buffer per the Division of Water Resources.
Project Description
Excavation Below NWL
Starting near the entrance to the property along Boat Harbor Canal excavation below
normal water level will extend approximately 500' towards Baker's Creek from the center line of
the canal 30' in width on average. The excavation will then extend around the property to the
northeast following the shoreline 400' x 40'avg. towards Battlina Creek; the excavation will then
extend to the east in Battalina Creek covering the area between the shoreline and the previously
approved dredge channels in Battalina Creek and the Sargent Canal measuring 400' x 80' avg.

Maintenance excavation within the Sargent Canal will extend the entire 420' x 10' on average.
All excavation will be to a final depth of-6' at normal water level.
Upland Excavation
Upland excavation will be conducted around the entirety of track "A" from the head of
Boat Harbor Canal to the upland/wetland interface where track"A"meets Track"B". Along
Boat Harbor Canal and Baker Creek upland excavation will extend 5' to 40', average of 20'.
Along Battalina Creek upland excavation will measure 295' x 50'avg. Sargent Canal will be
straightened and widened an average of 13' along the entire 420 length of the canal. All upland
excavation will have a final project depth of-6ft. below NWL.
Bulkhead/Retaining Wall and Fill
Along the uplands and the new proposed shoreline of the property on tracts "A"and "C"
1,592' of vinyl sheeting pile will be constructed. All bulkhead except for the head of Boat
Harbor Canal will be installed on uplands or directly along the upland/wetland interface prior to
excavation. Along the head of Boat Harbor Canal the bulkhead will be placed waterward of
normal water level a maximum of 12' waterward across the 60' span of the existing canal. This
fill is to allow a wider and safer access to the property. Upland fill totaling 75,831ft2 using
material on the site is proposed on tract"A"to raise the elevation of the property and provide
positive drainage. On tract"C" along the Sargent Canal bulkhead will run the length of the canal
and around the end of the peninsula that is fill material from when the Canal was dug, and no
additional fill is proposed.
Upland Development
All major upland development is located on Tract"A". A building that will house the
marina store, bathhouse, and laundry measuring 40' x 240' will be centrally located on the tract
and be accessed via a gravel driveway and parking area that will total 12,499ft2. The diesel fuel
tanks will be located on the eastern edge of the property in a 10' x 30' containment area
approximately 165' south of the fueling station.
Docks and Piers
A dock"Dock A" constructed of concrete "hogslat"will be landward of the bulkhead 6'
wide around the perimeter of Tract"A"measuring 985' in length. "Dock B" measuring 265' x 6'
will extend into Battallina Creek at its confluence with Baker Creek and then turn to the east
terminating in a 16' x 24' platform with a 16' x 16' Gazebo; this will create an open water basin.
"Pier A" starting at the end of"Dock A" will be 8' wide as it extends into Battalina Creek 70'
before turning east and becoming "Dock C', also 8' wide, for 90' at which point it will narrow to
6' and turn up the Sargent Canal for 420' landward of the proposed bulkhead. Fueling and
sewage pumpout stations will be located near the western end of"Dock C"where it intersects
with"Pier A". An 8' x 120' open slatted walkway will connect Tract"A" and Tract"C" near the
middle of the property to cross the wetlands on Tract"B".

Anticipated Impacts
The project as proposed would deepen 73,362ft2 of shallow bottom habitat to -6ft below
NWL in Boat Harbor Canal, Baker Creek, Battalina Creek, and the Sargent Canal. Convert
36,335ft2 of uplands to open water. The docks placed waterward of NWL would shade 3,280ft2
of shallow bottom some of which will be converted uplands. Turbidity and noise are expected in
the adjoining waters during all phases of the in-water. The applicant has proposed constructing
the bulkhead prior to excavation as an effort to minimize impacts to the adjoining water.

AGENT AUTHORIZATION FOR CAMA PERMIT APPLICATION
Name of Property Owner Requesting Permit: TJ Land Development LLC
Mailing Address: Toby Tetterton, Post Office Box 125, Pantego, NC 27860
Phone Number: [phone]
[e-mail]
Email Address:
I certify that I have authorized Steve Trowel'
Agent/Contractor
to act on my behalf, for the purpose of applying for and obtaining all CAMA permits
necessary for the following proposed development: TJ's Transient Marina
975 Pantego Street
at my property located at Belhaven. NG ,
in Beaufort County County.
Y
I furthermore certify that I 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.
Proper( Owner Information:.
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Print or Type Name
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Date RECEIVED
JUN 2 9 2022
This certification is valid through / / DCM-WARD

RECEIVED
JUN 2 9 2022
Mr. Shane Staples
June 28, 2022
Page Three DCM WARD
The canal off Battalina Creek adjacent Tract"C"will be widened 10' for the purpose of providing
more space to moor vessels "side to" the proposed dock while maintaining navigation. The spoil
bank will be cleared up to the landward edge of Zone 1 adjacent Battalina Creek. A work corridor
for the installation of the proposed bulkhead will be cleared in Zone 1 on the spoil bank. Woody
debris generated from the clearing activities will be hauled to the spoil disposal area behind TJ
Marine Construction business. The shortest distance across the 404 wetlands to access the upland
spoil bank is adjacent the driveway intersection with Pantego Street. Wooden equipment mats will
be utilized to minimize impacts of equipment crossing the wetland. The bulkhead will be
constructed prior to the canal widening. A retaining wall will be constructed along the
upland/wetland interface on the landward side of the spoil bank. The resultant spoil material will
be placed landward of the proposed bulkhead, and retaining wall then sloped, graded, and seeded
and mulched to facilitate establishment of a vegetated ground cover.
Fueling of boats will be limited to Pier "A". The type of boat fuel will be limited to diesel only.
There will be a designated employee who will oversee and monitor fueling events. The employee
will be trained to know where the fuel spill response materials{absorbent socks,pillows, and pads
as well as a floating containment boom) are located and how to use them. A dock box will be
mounted on Pier" A" near the fueling slip. The employee will be trained to follow the Spill
Prevention,Control and Countermeasure plan(SPCC). There will be a sign posted on the fuel pier
with the contact information for the fuel spill response and clean up contractor and the Town of
Belhaven Fire Department. There will be an ABC all-purpose fire extinguisher mounted on a
piling on fuel pier. The fuel nozzles will have a back pressure shutoff and the latch open device
will be removed. A device designed to.capture fuel discharging from the vent will be put in place
over the vessel's tank vent on the vessel's hull prior to initiating the fuel delivery to a boat. The
marina will have a "no topping off' policy and will stop the fuel delivery when the vessel's fuel
tank has reached 95% capacity. Also, there will be an emergency shutoff valve on or adjacent to
Pier "A". All fueling events will be documented and the amount dispensed recorded. Prior to
opening for business, a walk through will be conducted with the Town of Belhaven Fire
Department to ensure that they are familiar with the operation and location and capacity of the
Above Ground Storage tank, emergency shut off valves, fuel dispensers and fuel lines.
Two above ground fuel tanks will be constructed at or above the 100-year flood elevation. The
15,000-gallon tanks are doubled walled and certified as an outdoor tank. It is anticipated that this
tank size will reduce the number of refill events to once a month or longer thus reduce the potential
for a spill during fuel delivery events. Again, a designated and trained employee will monitor the
fuel delivery and will be well versed in the overfill device/alarm on the tank. They also will be
trained on the Spill Prevention, Control and Countermeasure plan (SPCC). A sign will be posted
with the same information provided on the fuel pier with the contact information with the fuel spill
response and cleanup contractor and the Belhaven Fire Department. A storage box will be adjacent
the storage tank with fuel spill absorbents such as socks,pillows,and a granular fuel absorbent. A
concrete pad will be constructed under the tank

;,4�.
Mr. Shane Staples
June 28, 2022
Page Four
with a low wall to contain any small spill and to facilitate the monitoring of any leaks. Bollards
will be strategically placed to prevent vehicles from backing into the structure. There will be
monthly inspections of the fuel system to look for any fuel leaks, abraded fuel hoses, etc.
The upland development has been designed to remove existing impervious surfaces out of the Tar-
Pamlico River Basin Buffer. The redevelopment of the uplands maintains a 50' vegetated buffer
off all surface waters except for the docks which will be pervious,open and slated and the existing
driveway entrance which will not be expanded in the buffer. The bulkhead construction will
maintain flat slopes and diffuse flow through the 50' wide vegetated buffer. The proposed
redevelopment proposal will result in a reduction of existing impervious surface coverage with a
net coverage totaling 15.1 %. If required, an application for a low-density stormwater plan will be
submitted under a separate cover. Once completed and prior to completion of the Major
CAMA/Dredge and Fill application review, an erosion control plan will be submitted to DEMLR
for approval.
Enclosed are the applicable DCM application forms, deeds, a letter from the Town of Belhaven
concerning zoning compliance, adjacent riparian property owner notifications and other required
application elements. If DCM requires anything further to complete this application, please
contact me by cell [phone] or by email [e-mail]. Thank you for your time
providing input on this project and time processing the application.
Sin
St e rowe °FVP
[t '
[phone]
Enclosures
RECEIVED
JUN 2 Q 2022.
DCM-WARO

RECEIVED
JUN 2 c 2022
Mr. Shane Staples
June 28, 2022
Page Two 0CM WARO
Creek to the landward edge of the basin. A long reach excavator on a barge with a spoil
containment structure will complete the channel excavation before the adjacent upland excavation
begins in Battalina Creek. Excavation below the NWL in Baker Creek and Boat Harbor Canal will
be undertakers 'to establish a consistent minus 6.0' water depth. The "corner located at the
confluence of Baker Creek and Boat Harbor Canal will be excavated 40' landward to improve
navigation in this area. The excavation work in Baker Creek and Boat Harbor Canal will be
accomplished with a long reach excavator working from the canal bank. All unsuitable spoil
material form excavation activities will be hauled by dump truck. A rock construction entrance
will be constructed at the driveway entrance to Tract "A" prior to the beginning of hauling
activities using 2-3 inch washed stone, placed 6 inches deep for a distance of 50' and 12' wide.
The offsite spoil area is a 3.3-acre upland disposal area located at 27159 US HWY 264 East in
Belhaven. The spoil area is an agricultural field located behind TJ Marine Construction. The spoil
material will be stockpiled and allowed to dry. Once the spoil material has dried, the stockpiled
material will be stabilized with a permanent vegetated cover if the material is to be left idle for
longer than 2-weeks. A 2.5' tall earthen berm will be pushed up around the perimeter of the area
and provided a permanent ground cover prior to spoil hauling activities. A rock construction
entrance to the spoil area will also be in place.
The excavation activities are a contiguous widening of an existing canal system with design
elements to increase or maintain the ability for the canal system to flush. The depth of excavation
activities below NWL will not exceed the connecting water depths in Battalina Creek. The largest
area of excavation for mooring is located at the entrance to the canal system. The existing 90°
angle at the confluence of Baker Creek and Boat Harbor Canal will be widened by 40' thus
increasing the surface area and ability to move water into and out of Boat Harbor Canal.
All dockage will be "side to" the proposed dock system with no outboard tie pilings. For this
application and agreed to at the May 31,2022,scoping meeting in the Washington Regional Office,
slips will be counted every 50 linear feet of contiguous dock absent of an angled turn. Power
pedestals will be installed every 30 linear feet to allow boats requiring multiple hook ups adequate
power. A fender piling will be driven every 8' against the bulkhead. There will be a 50' section
of bulkhead and dock constructed on the TJ Transient Marina property that will be leased by the
boatyard owned by William Axson Smith Jr. across Boat Harbor. This 50' section of dock is
located directly across from the haul out slip on the Smith property. A sign will be installed
notifying customers of TJ's Transient Marina not to tie their vessels in this area.
Pier"A" and a portion of Dock" C"will be designated for the fueling of boats and the location for
the marine pump out. An 8' x 80' section of this pier will be constructed over delineated 404
wetlands vegetated with Phragmites sp. A retaining wall will be constructed along the wetland
/upland interface from Pantego Street to Battalina Creek. There will be an 8'x 116' walkway over
this wetland to Tract "C" and a 6' wide dock adjacent and landward of a bulkhead adjacent the
canal on Tract "C".

June 28, 22022
Mr. Shane Staples RECEIVED
North Carolina Division of Coastal Management
943 Washington Square Mall JUN 2 9 2022
Washington, North Carolina 27889
Dear Mr. Staples: DCM-WARD
Enclosed is a Major CAMA/Dredge and Fill permit application for development of a transient boat
marina on property owned by TJ Land Development LLC located at 975 Pantego Street adjacent
a manmade canal system, Baker Creek, and Boat Harbor Canal, at the head of Battalina Creek off
the Pungo River, in the Town of Belhaven, North Carolina. The project site consists of three
separate parcels totaling 4.1 acres. One of the parcels is adjacent a separate canal off Battalina
Creek that was subject of a recent Major CAMA permit review and issuance of permit no. 35-22
on April 4 to Sargent Investment Properties LLC that included excavation of a channel into the
canal. Also, Major CAMA/Dredge and Fill permit no 115-18 issued to TJ Land Development
authorized development of a boat maintenance yard that include channel maintenance in Battalina
Creek and Baker Creek to minus 6.0' below the normal water level (NWL), excavation to widen
existing canals, slips, and travel lift. This permit was also modified to allow the installation of
channel markers to improve the safety of transient boats accessing the boatyard. The Section 404
wetlands have been delineated on all tracts, approved by the US Army Corps of Engineers, SAW
2022-00416. The Division of Coastal Management did not assert the Coastal Wetland Area of
Environmental Concern jurisdictional authority on the wetlands because of the lack of coastal
wetland species as the wetlands are dominated by Phragmites(Common Reed). The project design
avoids significant impacts to wetlands other than some shading for a pier and boardwalk.
The primary purpose of this development proposal is to establish a transient boat marina to attract
boats traveling the Intercoastal Waterway(1CW)located in the Pungo River approximately 2 miles
from the project site. In addition to mooring of vessels, amenities offered to boaters will include
a bathhouse, laundry room and marina store. Wastewater generated form the bathhouse and
laundry room will be handled by the Town of Belhaven sewer system. Fueling services and a
marine pump out will also be provided. Boat maintenance activities will be restricted to the TJ
Marina and Boatyard on the other side of the canal. A 40' wide x 240' long building will be
constructed on Tract "A"to house the amenities. The building avoids impacts to the Tar-Pamlico
River Basin Buffer as does the associated gravel parking area. The building will be elevated on
pilings with parking underneath.
The canal system around the perimeter of Tract "A" will be widened from 15" to as much as 65'
to improve navigation in the canal system and to facilitate "side to" mooring of vessels to a dock
to constructed on the landward side of the bulkhead around the perimeter of Tract"A". The dock
constructed over land will be 6' wide. The widest and largest area of upland excavation is at the
entrance to the canal system where an area 50 ay. X 295' long basin will be excavated. A dock 8'
wide x 284' long will be built in the basin and extend into Battalina Creek and will maintain
consistency with the "'/4" rule prior to and after undertaking the excavation. Excavation will be
taken below the NWL to establish a consistent minus 6.0' depth from the channel in Battalina

�6M MP-1
APPLICATION for
Major Development Permit
(last revised 12/27/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/Landowner Information
Business Name Project Name(if applicable)
Tj Land Development Llc TJ's Transient Marina
Applicant 1: First Name MI Last Name
Tobin J. Tetterton
Applicant 2: First Name MI Last Name
If additional applicants,please attach an additional page(s)with names listed.
Mailing Address PO Box City State
125 Pantego NC
ZIP Country Phone No. FAX No.
27860 US 252-943-3333 ext. -
Street Address(if different from above) City State ZIP
Email
[e-mail]
2. Agent/Contractor Information
Business Name
N/A
Agent/Contractor 1: First Name MI Last Name
Steve J Trowell
Agent/Contractor 2: First Name MI Last Name
Mailing Address PO Box City State
102 East Watson Street Windsor NC
ZIP Phone No. 1 Phone No. 2
27983 252—402-4015- ext. - - ext.
FAX No. Contractor#
Street Address(if different from above) City State ZIP
RECEIVED
Email
[e-mail] JUN 2 9 202Z
<Form continues on back> DCM-WARO
252-808.2808 .. 1 -888-4RCOAST ., www.nccoastalnianagerrierrt.net

Form DCM MP-1 (Page 2 of 4) APPLICATION for
Major Development Permit
3. Project Location
County(can be multiple) Street Address State Rd.#
Beaufort County 975 Pantego Street Off HWY 264
Subdivision Name City State Zip
N/A Belhaven NC 27810-
Phone No. Lot No.(s) (if many, attach additional page with list)
(252)—943--3333 ext. Tract A, B, C,
a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project
Tar Pamlico Battillina Creek, Baker Creek and Boat Harbor Canal
c. is the water body identified in(b)above, natural or manmade? d. Name the closest major water body to the proposed project site.
®Natural ®Manmade ❑Unknown Pungo River
e. Is proposed work within city limits or planning jurisdiction? f. If applicable,list the planning jurisdiction or city limit the proposed
Dyes No work falls within.
N/A
4. Site Description
a. Total length of shoreline on the tract(ft.) b. Size of entire tract(sq.ft.)
Approx. 1,715' 4.117 acres or 179,336 ft'
c. Size of individual lot(s) d. Approximate elevation of tract above NHW(normal high water)or
2.5,0.4, 1.3, NWL(normal water level)
(If many lot sizes,please attach additional page with a list) 3.0' EINHW or ZNWL
e. Vegetation on tract
Tract A is vegetated with maintained lawn grasses and a sparse amount of loblolly pines growing on canal bank edge.Tract
B is a 404 wetland vegetated with Phragmites.Tract C includes some of the same wetland feature on Tract B and includes
an upland spoil bank vegetated with mixed hardwoods and shrubs.
f. Man-made features and uses now on tract
A canal system that serves as a base of operation and habor of refuge for the mooring of commercial fishing vessels.
Gravel drive way, loading area and open area used for the storage of boat trailers, crab pots and other associated
commercial fishing gear. The site also serves as a base of operation for a marine construction buisness.
g. Identify and describe the existing land uses adjacent to the proposed project site.
Mixed adjacent land uses include residential, commercial fishing dockage and 2 different boat maintenance yards.
h. How does local government zone the tract? I. Is the proposed project consistent with the applicable zoning?
Marine Industrial (Attach zoning compliance certificate, if applicable)
®Yes ❑No DNA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? Dyes No
k. Has a professional archaeological assessment been done for the tract? If yes, attach a copy. Dyes ❑No ®NA
If yes, by whom?
I. Is the proposed project located in a National Registered Historic District or does it involve a Dyes ❑No ®NA
National Register listed or eligible property? y��
CE V ED
<Form continues on next page> SUN 2 9 2022
DC M-WARD

Form DCM MP-1 (Page 3 of 4) APPLICATION for
Major Development Permit
m. (i) Are there wetlands on the site? ®Yes ❑No
(ii)Are there coastal wetlands on the site? ❑Yes No
(iii)If yes to either(i)or(ii)above,has a delineation been conducted? ®Yes ❑No
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
Town of Belhaven Sewer
o. Describe existing drinking water supply source.
Town of Belhaven
p. Describe existing storm water management or treatment systems.
None
5. Activities and Impacts
a. Will the project be for commercial, public, or private use? ®Commercial ❑Public/Government
El Private/Community
b. Give a brief description of purpose, use,and daily operations of the project when complete.
The purpose of this project is to provide a marina facility for transient boats traveling the intercoastal Waterway. Amenities
will include a building housing a bathhouse, laundry room and ships store. Fueling services and a marine pumpout will also
be provided. There will be no live aboard dockage provided. Site visit duration will be limited to 30 days.
c. Describe the proposed construction methodology,types of construction equipment to be used during construction,the number of each type
of equipment and where it is to be stored.
Long reach excavator, excavator, dump trucks,tractor, skidsteer loader, equipment barge
d. List all development activities you propose.
Excavation of uplands to create boat mooring and improve navigation, bulkhead and dock construction. Construction of
commercial building.
e. Are the proposed activities maintenance of an existing project, new work,or both? New
f. What is the approximate total disturbed land area resulting from the proposed project? 3.1 acres ❑Sq.Ft or®Acres
g. Will the proposed project encroach on any public easement,public accessway or other area ❑Yes ❑No ®NA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
Surface runoff.
i. Will wastewater or stormwater be discharged into a wetland? ❑Yes ['No ®NA
If yes,will this discharged water be of the same salinity as the receiving water? ['Yes ❑No ®NA
j. Is there any mitigation proposed? Dyes No DNA
If yes,attach a mitigation proposal. RECE1VEt
<Form continues on back> ,SUN 9 Z022
252.808-2808 i•888-4RCCAST www.nccoastalmanagement.net

Form DCM MP-1 (Page 4 of 4) APPLICATION for
Major Development Permit
6. Additional information
In addition to this completed application form, (MP-1)the following items below, if applicable, must be submitted in order for the application
package to be complete, Items(a)—(t)are always applicable to any major development application. Please consult the application
instruction booklet on how to properly prepare the required items below.
a. A project narrative.
b. An accurate,dated work plat(including plan view and cross-sectional drawings)drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work,clearly indicate on maps, plats,drawings to distinguish
between work completed and proposed.
C. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
d. A copy of the deed(with state application only)or other instrument under which the applicant claims title to the affected properties.
e. The appropriate application fee. Check or money order made payable to DENR.
f. A list of the names and complete addresses of the adjacent waterfront(riparian)landowners and signed return receipts as proof that such
owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in
which to submit comments on the proposed project to the Division of Coastal Management.
Name William Axson Smith,Jr. Phone No.
Address P.O.Box 295, Belhaven, NC 27810 •
Name Sargent Investment Droup LLC Phone No.
Address 2811 Deerfield Land N,Wilson, NC 27896
Name Clara J. and Ted W.Smithwick Phone No.
Address 965 E Pantego Street,Belhaven,NC 27810
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee,and issuing dates.
h. Signed consultant or agent authorization form, if applicable.
i. Wetland delineation, if necessary.
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by properly owner)
k. A statement of compliance with the N.C.Environmental Policy Act(N.C.G.S. 113A 1-10),if necessary. If the project involves expenditure
of public funds or use of public lands,attach a statement documenting compliance with the North Carolina Environmental Policy Act.
7. Certification and Permission to Enter on Land
I understand that any permit issued in response to this application will allow only the development described in the application.
The project will be subject to the conditions and restrictions contained in the permit.
I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to
enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up
monitoring of the project.
I further certify that the information provided in this application is truthful to the best of my knowledge.
Date June 18, 2022 Print Name TJ Land Development LLC C/O Toby Tetterton, Agent
Steve Trowell
Signature
Please indicate application attachments pertaining to your proposed project. )
DCM MP-2 Excavation and Fill Information ❑DCM MP-5 Bridges and Culverts RECEIVED
DCM MP-3 Upland Development
®DCM MP-4 Structures Information JUN 2 9 2022
252-808-2806 _ rJ.nccoastalmanagement.not

RECEIVED
Form DCM MP-2 JUN 2 9 2022
EXCAVATION and FILL DCM-WARD
(Except for bridges and culverts)
Attach this form to Joint Application for CAMA Major Permit. Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
Describe below the purpose of proposed excavation and/or fill activities. All values should be given in feet.
Access Other
Battalina,Baker Channel Canal Boat Basin Boat Ramp Rock Groin Rock (excluding
and Boat Harbor, (NLW or Breakwater shoreline
below NWL Sargent below NW1- Upland Excavation
NWL) stabilization)
Length 1,350' 420' 295, 690', 420'
Width varies 20' to 100' 12' 55 ay., 21.5 ay., 10'
Avg. Existing NA NA
Depth -3.5' -2.0' +2' +2' +4'
Final Project
Depth -6.0' -6.0' -6.0', -6.0',-6.0' NA NA
1. EXCAVATION ❑This section not applicable
a. Amount of material to be excavated from below NHW or NWL in b. Type of material to be excavated.
cubic yards.
Clay loam
7,542 cubic yards, calculated using survey data
c. (i)Does the area to be excavated include coastal wetlands/marsh d. High-ground excavation in cubic yards.
(CW),submerged aquatic vegetation(SAV),shell bottom(SB),
or other wetlands(WL)? If any boxes are checked,provide the 11,556 cubic yards,calculated using survey data
number of square feet affected.
❑CW ❑SAV ❑SB
OWL 'None
(ii)Describe the purpose of the excavation in these areas:
2. DISPOSAL OF EXCAVATED MATERIAL [2]This section not applicable
a. Location of disposal area. b. Dimensions of disposal area.
27159 US 264 East 240'x 680'
c. (i)Do you claim title to disposal area? d. (i) NI a disposal area be available for future maintenance?
®4es ❑No DNA EYes ❑No DNA
(ii)if no,attach a letter granting permission from the owner. (ii)If yes,where?
e. (i)Does the disposal area include any coastal wetlands/marsh f. (i)Does the disposal include any area in the water?
(CW),submerged aquatic vegetation(SAV),shell bottom(SB), ['Yes ®No DNA
or other wetlands(WL)? If any boxes are checked,provide the
number of square feet affected. (ii)If yes,how much water area is affected?
❑CW ❑SAV ❑SB
OWL ®None
(ii)Describe the purpose of disposal in these areas:
t5�•t,€; :i1E3 ;: t-t ;:- eons i#r v r - € sFes,si.:1 revised: '12126/06

Form nrAvi MP-2 (EXCavation onri Fill, Page 2 of 2)
3, SHORELINE STABILIZATION El This section not applicable
(If development is a wood groin, use MP-4--Structures)
a. Type of shoreline stabilization: b. Length: 1,592'
Bulkhead ❑Riprap ❑Breakwater/Sill DOther: Width: 1'
c. Average distance waterward of NHW or NWL: d. Maximum distance waterward of NHW or NWL:
0 12'
e. Type of stabilization material: f. (i) Has there been shoreline erosion during preceding 12
Vinyl Sheets months?
Dyes ❑No 12/NA
(ii)If yes,state amount of erosion and source of erosion amount
information.
N/A
g. Number of square feet of fill to be placed below water level. h. Type of fill material.
Bulkhead backfill 900 n' Riprap
Sandy clay
Breakwater/Sill Other
i. Source of fill material.
Local permitted borrow pit
4. OTHER FILL ACTIVITIES RiThis section not applicable
(Excluding Shoreline Stabilization)
a. (i) Will fill material be brought to the site? ❑Yes ❑No DNA b. (i)Will fill material be placed in coastal wetlands/marsh(CW),
If yes, submerged aquatic vegetation(SAV),shell bottom(SB),or
(ii)Amount of material to be placed in the water other wetlands(WL)? If any boxes are checked,provide the
number of square feel affected.
(iii)Dimensions of fill area ❑CW ❑SAV DSB
(iv)Purpose of fill
DWL [None
(ii)Describe the purpose of the fill in these areas:
5. GENERAL
a. How will excavated or fill material be kept on site and erosion b. What type of construction equipment will be used(e.g.,dragline,
controlled? backhoe,or hydraulic dredge)?
Upland excavation to be undertaken as much as possible in the"dry". Long reach excavator, dump truck, equipment
The bulkhead will be constructed before the excavation activities began. barge and pulicozer.
Spoil material will be sloped,graded and seed with appropriate seasonal mix.
c. (i) Will navigational aids be required as a result of the project? d. (i) Will wetlands be crossed in transporting equipment to project
❑Yes No DNA site? MYes ❑No DNA
(ii)If yes,explain what type and how they will be implemented. (ii)If yes,explain steps that will be taken to avoid or minimize
Already permitted and installed. environmental impacts.
The shortest practical route for upland to upland crossing will be chosen.
Wooden equipment mats will be placed on wetland for equipment to travel on.
Trucks will not be loaded fully to reduce overall weight.Mats will be removed
upon completion of wurk.
June 18,2022 TJ Land Development,To Tetterton,Agent Steve Trowel)
[late Applicant
TJ's Transient Marina RECEIVED
Project Name Applicant Signature
JUN 2 9 2022
15a-13t113-1008 :: 1-886-4itC:CJ61:5"' DCM- ARO'gement.net revised: 12(26106

RECEIVED
Form DCM MP-3 JUN 2 9 2022
UPLAND DEVELOPMENT DCM_WARO
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
GENERAL UPLAND DEVELOPMENT
a. Type and number of buildings,facilities,units or structures b. Number of lots or parcels.
proposed. Three parcels: Tract A -2.45 acres, Tract B - 0.369 acres
One building, 40' x 240' Tract C - 1.294 acres
(2)-retaining walls, 400 linear feet Tract "A" and 406' Tract "C"
c. Density(give the number of residential units and the units per d. Size of area to be graded,filled,or disturbed including roads,
acre). ditches,etc.
1 building per 4.1 Acres 3.1 acres
e. If the proposed project will disturb more than one acre of land,the f. List the materials(such as marl,paver stone,asphalt,or concrete)
Division of Land Resources must receive an erosion and to be used for impervious surfaces.
sedimentation control plan at least 30 days before land-disturbing .Gravel for driveways Arkin
activity begins. Y parking.
(i) If applicable, has a sedimentation and erosion control plan been
submitted to the Division of Land Resources?
DYes 44o DNA
(ii)If yes,list the date submitted: To be submitted under seperate
cuvei
g. Give the percentage of the tract within the coastal shoreline AEC to h. Projects that require a CAMA Major Development Permit may also
be covered by impervious and/or built-upon surfaces,such as require a Stormwater Certification.
pavement,building,rooftops,or to be used for vehicular driveways (i) Has a site development plan been submitted to the Division of
or parking. Water Quality for review?
18,000 ft2 or 14% DYes MINJo DNA
i. Give the percentage of the entire tract to be covered by impervious (ii)If yes,list the date submitted:
and/or built-upon surfaces,such as pavement,building,rooftops,
or to be used for vehicular driveways or parking.
15.1%
j. Describe proposed method of sewage disposal. k. Have the facilities described in Item(i)received state or local
Town of Belhaven Sewer approval?�f'
DYes pQrvo DNA
If yes,attach appropriate documentation.
I. Describe location and type of proposed discharges to waters of the m. Does the proposed project include an innovative stormwater
state(e.g.,surface runoff,sanitary wastewater,industrial/ design?
commercial effluent,"wash down"and residential discharges). DYes EVIlo DNA
Surface runoff. If yes,attach appropriate documentation.
252.8OB-z;-;vr„' st;;;>- -,ts:gA:�6 .; ,r,-•1.�.uc c v i.i.unanactement.net revised: 12l26 O6

Form 10C- MP-3 (Upland Development, Page 2 of 2)
in. Describe proposed drinking water supply source(e.g.,well, n. (I) Will water be impounded? DYes avo DNA
community,public system,etc.) (ii)If yes,how many acres?
Town of Belhaven
o. When was the lot(s)platted and recorded? p. It proposed development is a subdivision,will additional utilities be
installed for this upland development?
Tract "A" and "B" prior to August 2000 ❑Yes ❑No MNA
Tract "C"June 2022
June 18, 2022
Date
TJ Transient Marina
Project Name
TJ Land Development LLC, Toby Tetterton, Agent Steve Trowel!
Applicant am
Applicant Signature
RECEIVED
JUN 2 9 2022
DCM-WARO
<:52-8013-2808 :; i-888-4RCOAS-r ::wvww.nccoastalmanajentent.nei ,cfviset': 12/26106

Staples, Shane
From: Steve Trowel) <[e-mail]>
Sent: Thursday, June 30, 2022 6:03 AM
To: Staples, Shane
Subject: [External] Corrected MP-4
Attachments: dcm-mp4.pdf
CAUTION: External email. Do not click links or open attachments unless you verify.Send all suspicious email as an attachment to
Report Spam.
RECEIVED
JUN 3 0 2022
DCM-WARO

R CEIVED
Form DCM MP-4 JUN 3 0 2022
STRUCTURES DCM- vAR®
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
9. DOCKING FACILITY/MARINA CHARACTERISTICS ['This section not applicable
a. (i) Is the docking facility/marina: b. (i)Will the facility be open to the general public?
®Commercial ❑Public/Government ❑Private/Community ®Yes ❑No
c. (i)Dock(s)and/or pier(s) d. (i)Are Finger Piers included? ❑Yes No
(ii)Number 3-Docks, 1 -Pier If yes:
(iii)Length Dock"A"985', Dock"B" 168, Dock"C" 120',420'Pier"A"70'(ii)Number
(iv)Width Dock"A"6', Dock"B"8', Dock"C"8',6', Pier"A"8' (iii)Length
(v)Floating ❑Yes No (iv)Width
(v)Floating ❑Yes ❑No
e. (i) Are Platforms included? ®Yes ❑No f. (i) Are Boatlifts included? Dyes No
If yes: If yes:
(ii)Number 1 (ii)Number
(iii)Length 24' (iii)Length
(iv)Width 16' (iv)Width
(v)Floating ['Yes No
Note: Roofed areas are calculated from dripline dimensions.
g. (t)Number of slips proposed h. Check all the types of services to be provided.
40 El Full service,including travel lift and/or rail,repair or
(ii)Number of slips existing maintenance service
Boat harbor Canal is currently used to moor commercial vessels. ®Dockage,fuel,and marine supplies
Baker Creek fiaa been used over the years as well. As many as 5 ❑Dockage("wet slips")only,number of slips:
vessels at any time.
❑Dry storage;number of boats:
❑Boat ramp(s);number of boat ramps:
❑Other,please describe:
i. Check the proposed type of siting: j. Describe the typical boats to be served(e.g.,open runabout,
pa Land cut and access channel charter boats,sail boats,mixed types).
['Open water;dredging for basin and/or channel Transient mixed sailboats and power boats 26'and greater
❑Open water;no dredging required
['Other;please describe:
k. Typical boat length: 35' I. (i)Will the facility be open to the general public?
®Yes ❑No
m. (i)Will the facility have tie pilings?
Eves No
(ii)If yes number of tie pilings?
252-808-2808:: 1-888-4RCOAST :: www.nccoastalmanaclement.net revised: 12/27/06

RECEIVED
Form DCM MP-4
STRUCTURES JUN 2 2022
(Construction within Public Trust Areas) DCM—WARD
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
1. DOCKING FACILITY/MARINA CHARACTERISTICS ❑This section not applicable
a. (i) Is the docking facility/marina: b. (i)Will the facility be open to the general public?
®Commercial ❑Public/Government ❑Private/Community ®Yes ❑No
•
c. (i)Dock(s)and/or pier(s) As e /7�I 44,2-6�. (i)Are Finger Piers included? ['Yes ®No
(ii)Number 3-Docks, 1 - Pier �1 0( If yes:
(iii)Length Dock"A"985', Dock"B" 168, Deck"e" Pier"A"70'(ii)Number
(iv)Width Dock"A"6', Dock"B"8', C eee& Pier"A"8' (iii)Length
•(v)Floating Dyes ®No ai( l� ' c) E�/ (iv)Width
(v)Floating Dyes ❑No
e. (i) Are Platforms included? ®Yes ❑No f. (I) Are Boatlifts included? DYes No
If yes: If yes:
(ii)Number 1 (ii)Number
(iii)Length 24' (iii)Length
(iv)Width 16' (iv)Width
(v)Floating Dyes No
Note: Roofed areas are calculated from dripline dimensions.
g. (i)Number of slips proposed h. Check all the types of services to be provided.
40
❑ Full service,including travel lift and/or rail,repair or
(ii)Number of slips existing maintenance service
Boat harbor Canal is currently used to moor commercial vessels. ®Dockage,fuel,and marine supplies
Baker Creek IId5 been used over the years as well. As many as 5 D Dockage("wet slips")only,number of slips:
vessels at any time.
❑Dry storage;number of boats:
❑Boat ramp(s);number of boat ramps:
❑Other,please describe:
i. Check the proposed type of siting: j. Describe the typical boats to be served(e.g.,open runabout,
Land cut and access channel charter boats,sail boats,mixed types).
❑Open water;dredging for basin and/or channel Transient mixed sailboats and power boats 26'and greater
❑Open water;no dredging required
❑Other;please describe:
k. Typical boat length: 35' I. (i)Will the facility be open to the general public?
®Yes ❑No
m. (i)Will the facility have tie pilings?
Dyes No
(ii)If yes number of tie pilings?
i•u88.4RCOAST :: www.iiccoast.iiti�.:=:.:cgernc:i-ii.iiui revised: '12/1 O6

Form fC P-4 (Structures, Page 2 of 4)
2. DOCKING FACILITY/MARINA OPERATIONS ❑This section not applicable
a. Check each of the following sanitary facilities that will be included in the proposed project.
®Office Toilets
®Toilets for atrons:Number: TBD; Location: Bathrooms, showers and laundry located in the 40' x 240'
40' x 240 building manna building.
®Showers
El Boatholding tank pumpout;Give type and location: Fixed standpipe on Pier"A" connected to Town of Belhaven Sewer.
b. Describe treatment type and disposal location for all sanitary wastewater.
Town Sewer.
c. Describe the disposal of solid waste,fish offal and trash.
Trash service provided by the Town of Belhaven.
d. How will overboard discharge of sewage from boats be controlled?
There will be an marina operation policy banning boats from discharging sewage and those that
violate the policy will be expelled. Signage will be placed at the entrance to each dock.
e. (i)Give the location and number of"No Sewage Discharge"signs proposed.
At the entrance points to each dock.
(ii)Give the location and number of"Pumpout Available"signs proposed.
"No Sewage Discharge" and "Pumpout Available" combined on each of 5 different sign locations.
f. Describe the special design,if applicable,for containing industrial type pollutants,such as paint,sandblasting waste and petroleum products.
There will be no maintenance activities that will generate industrial type pollutants. The shipstore will
sell only biodegradable soap for washing vessels.
g. Where will residue from vessel maintenance be disposed of?
N/A
h. Give the number of channel markers and"No Wake"signs proposed. N/A
i. Give the location of fuel-handling facilities,and describe the safety measures planned to protect area water qualit .
Fuel handling facilities are located and limited to Pier "A" and portion of Dock "C". Proposed fuel tank will be abo%
and co in
projj.ect matr we b}�ve the marina policy on overnight and live-aboard dockage?
Overnight dockage will be allowed but no live-aboard.
k. Describe design measures that promote boat basin flushing?
The existing canal system will be widened with the most significant width expansion at the entrance.
I he design is a continous surface water expansion maintaining a water depth no deeper than the depth
in the existing marked channel leading to this canal system.
I. If this project is an expansion of an existing marina,what types of services are currently provided?
Site has served as commercial fishing staging area andliarbor of refuel for pp` gof
commercial fishing vessels. refuel
CCU ll NN
JUN 2 9 Z022
252-80a-280B :: 1-888-4RCOAS1' :: vjvrva.nccoaatalrnan ern nt.net D M 12127t06

Form MGM MP-4 (structures, Page 3 of 4)
m. Is the marina/docking facility proposed within a primary or secondary nursery area?
®Yes ❑No
n. Is the marina/docking facility proposed within or adjacent to any shellfish harvesting area?
❑Yes No
o. Is the marina/docking facility proposed within or adjacent to coastal wetlands/marsh(CW),submerged aquatic vegetation(SAV),shell bottom
(SB),or other wetlands(WL)? If any boxes are checked,provide the number of square feet affected.
❑CW ❑SAV ❑SB
®WL N/A [None
p. Is the proposed marina/docking facility located within or within close proximity to any shellfish leases? Dyes No
If yes,give the name and address of the leaseholder(s),and give the proximity to the lease.
3. BOATHOUSE(including covered lifts) This section not applicable
a. (i) Is the boathouse structure(s):
❑Commercial ❑Public/Government ❑PrivatelCommunity
(ii)Number
(iii)Length
(iv)Width
Note: Roofed areas are calculated from dripline dimensions.
4. GROIN(e.g., wood, sheetpile, etc. If a rock groin, use MP-2, Excavation and Fill.) This section not applicable
a. (i) Number
(ii)Length
(iii)Width
5. BREAKWATER(e.g., wood, sheetpile, etc.) This section not applicable
a. Length b. Average distance from NHW,NWL,or wetlands
c. Maximum distance beyond NHW, NWL or wetlands
6. MOORING PILINGS and BUOYS This section not applicable
a. Is the structure(s): b. Number
❑Commercial ❑PubliclGovemment ['Private/Community
c. Distance to be placed beyond shoreline d. Description of buoy(color,inscription,size,anchor,etc.)
Note: This should be measured from marsh edge,if present.
e. Arc of the swing
RECEIVED
JUN 2 9 2022
I,C;M—\N AR
'1�s2-flOF3-2i31jt3 :; ?-FSt:i;-433-:€::".�,f*..37- :: v�ur«.•.fieco:�sialt�iaEta��cr�ent,apet t:.d: 12127105

Form DCM MP-4 (Structures, Page 4 of 4)
7, GENERAL
a. Proximity of structure(s)to adjacent riparian property lines b. Proximity of structure(s)to adjacent docking facilities.
48' Sargent Canal, 80' Boat Harbor Canal 82' Sargent Canal, 80' Boat Harbor Canal, 100' Baker Creek
Note: For buoy or mooring piling,use arc of swing including length
of vessel.
c. Width of water body d. Water depth at waterward end of structure at NLW or NWL
80'to 175' 6'
e. (I) Will navigational aids be required as a result of the project?
❑Yes ❑No ®NA
(ii)If yes,explain what type and how they will be implemented.
Already authorized
8. OTHER El This section not applicable
a. Give complete description:
An 8' x 114' boardwalk over 404 wetlands(8' x 78') and uplands (8' x 36") from Tract "A"to access
dock "C" on Tract"C".
June 18, 2022
Date
TJ's Transient Marina
Project Name
TJ Land Development L C, Toby Tetterton, Agent Steve Trowel!
Applicant ip
Applicant Signature
RECEIVED
JUN 2 9 2022
CM-WARO
252-808.2808 :: •1-888•4RCOAS-r :: www.ncco.astalrnanagernent,net revised: 12(2.7/06

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TJ's Transient Marina
Pier "A" and Dock "B" Cross Section Typical
NTS — Dimensions Shown
Date: June 18, 2022
Sheet 4
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fir;^
4 8 ► f
11
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30"
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,is:
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+ Battalina Creek Bottom
s t. _
RECEIVED
JUN 2 9 2022
DCM-WARO

TJ's Transient Marina
Retaining Wall and Boardwalk Tract "B" and "C" Cross Section Typical
NTS — Dimensions Shown
Date: June 18, 2022
Sheet 5
Proposed Retaining Wall
Backfill Final Grade
A/
\ '
Existing.Gra e 10 .Ti - ':, .q,
.. , ::. , *0 r4,
r, Section 404 Wetlands
4 ��i# f��»4,4,14.1v196,�iNilti ,'�� a F� ire cif
Upland/Wetland Line
I Y
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�p 2#A ' Proposed Boardwalk
ri
/
8'
4
Section 404 Wetlands
36" Min
i , ,
JUN 2 9 2a22
DCM-WARO

N
Spoil Area For TJ Transient Marina Excavation Work
+•
27159 US 264 Belhaven, NC 27810
Beaufort County Quad Name: Pantego
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Spoil Area 3.3 acresti , ;. '"
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Sheet 6 SUN 2 9 2022
Spoil Area Location Map
June 18, 2022 DCM-WARO

SIGN UP SHEET
INTERAGENCY/SCOPING MEETING
Scoping Meeting- 975 Pantego St. Belhaven
Purpose of this meeting is to discuss a proposed project and provide environmental permitting and
regulatory information which will improve communications and the permitting processes.
May 31,2022 at 1:00 pm
Web-EX
Attendee List
Name Agency Phone Email
Steve Trowel! Consultant [phone] [e-mail]
TobyTetterton T.J.'s Land Development, LLC [e-mail]
Raleigh Bland USACE 910-251-4564 [e-mail]
Shane Staples Coastal Management 252-948-3950 [e-mail]
Kelly Spivey Coastal Management 252-948-3853 [e-mail]
James Harrison Marine Fisheries 252-948-3835 [e-mail]
Maria Dunn NCWRC 252-948-3916 [e-mail]
Comments from Maria Dunn are attached.
Maria Dunn NCWRC 252-948-3916
Chris Pullinger DWR-401 252-948-3918 [e-mail]
This document can be used as proof the 30-day pre-filing meeting requirement for 401 has been satisfied.
https://deo.nc.gov/about/divisions/water-resources/water-quality-permitting/401-buffer-permitting/application-
forms-help-documents
Allen Stewart DWR-401 252-948-3966 [e-mail]
Randall Jones E&SC 252-948-3857 [e-mail]
Carl Dunn Stormwater 252-948-4959 [e-mail]
Lyn Hardison NCDEQ 252-948-3842 [e-mail]
Purpose of the meeting-to discuss a proposed development of a boat marina, store, bathhouse with amenities on
property adjacent to Battalina Creek and a man-made canal off the Pungo River.
Please refer to the attachments for more details. RECEIVED
JUN 2 9 2022
DCM-WARO
NCDEQ WASHINGTON REGIONAL OFFICE
943 WASHINGTON SQUARE MALLWASHINGTON,NC 27889 252-946-6481, FAX [phone]
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