20181108 Ver 1_CAMA Application_20180808

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
BRAXTON C. DAVIS
Director
MEMORANDUM
NORTH CAROLINA
Environmental Quality
20181108
&9 220- -[2
AUG 0 g 2018
TO: Ms. Karen Higgins
Env. Biological Supervisor
Division of Water Quality Wetlands Unit
FROM: Greg Bodnar Respond to Greg Bodnar
Major Permits Processing Coordinator Morehead City Office
Coastal Management Division
400 Commerce Avenue
Morehead City NC 28557
DATE: 01 August 2018
SUBJECT: CAMA Application Review
APPLICANT: T.J.'s Land Development LLC
PROJECT LOCATION: 785 East Pantego Street adjacent man made canals off Batalina Creek in the
Town of Belhaven in of Beaufort County, North Carolina.
PROPOSED PROJECT: Applicant proposes to redevelop the property serve as a boat yard providing 13
wet slips a travel lift and wash down pad for hauling larger vessels for maintenance and repair as well as
fueling facilities, marina store and a marina pump out.
Please indicate below your position or viewpoint on the proposed project and return this form by 20 August
2018. Please contact Steve Trowell at 252-948-3854, if you have any questions regarding the proposed
project. When appropriate, in depth comments with supporting data are requested.
REPLY
Signed
This office has no objection to the project as proposed.
This office has no comment on the proposed project.
This office approves of the proposed project only if the recommended changes
are incorporated. See attached.
This office objects to the proposed project for reasons described in the attached
comments.
Date
YOci't!!:AR
Q.
O�prbe�p of EMtY1AlYI�}�
North Carolina Department of Environmental Quality I Division of Coastal Management
Washington Office 1943 Washington Square Mall I Washington. North Carolina 27889
252.946.6481

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME: TJ Land Development LLC
2. LOCATION OF PROJECT SITE: Project site is located at 785 East Pantego Street adjacent man made canals off
Batalina Creek in the Town of Belhaven in Beaufort County, North Carolina.
Photo Index - 2006:116-8448; V-16 2000:116-1467;V-15 1995:116-1265; F-7
Lat Long Coordinates - 35132'21.31"N 76036'39.53"
3. INVESTIGATION TYPE: CAMA/Dredge and Fill
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit — 20 October 2017, 16 July 2018
Was Applicant Present — Yes
5. PROCESSING PROCEDURE: Application Received — 13 July 2018
Office - Washington
6. SITE DESCRIPTION:
(A) Local Land Use Plan — Beaufort County
Land Classification — Municipal District
(B) AEC(s) Involved: EW, PTA, ES, PTS
(D) Water Dependent: Yes
(D) Intended Use: Commercial
(E) Wastewater Treatment: Existing — Town Sewer
Planned - N/A
(F) Type of Structures: Existing - Deteriorating bulkhead, existing building, existing gravel parking area and existing
concrete slab
Planned - Upland boat basin, travel lift slip, travel lift road, retaining wall, bulkhead,
dock, slips, finger piers and boat ramp.
(G) Estimated Annual Rate of Erosion: Unknown
7. HABITAT DESCRIPTION: [AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands
(B) Non -Vegetated Wetlands
14,845 ft2 (Battalina (Creek)
700 ft2 (Boat Ramp)
(Creek/Canal Bottom)
12,900 ft' (Baker Canal)
13,460 ft2 (Baker Creek)
(C) Other
18,634 ft2 (Baker Canal)
35,442 (Spoil Disposal)
Uplands
5,361 ft2 (Baker Creek)
6,240 ft2 (Travel Lift
Road) 25,240 ft2
bulkhead/retaining wall
backfill
(D) Total Area Disturbed: 132,822 ft2 (3.0 acres)
(E) Primary Nursery Area: Yes
(F) Water Classification: SC HQW NSW
Open: No
PROJECT SUMMARY: The applicant proposes to redevelop a former commercial fish and crab processing plant into a
marina providing boat haul out services including a travel lift and wash down pad, fuel facilities, 13 defined slips as well
as a boat ramp. The proposed project includes both open water and upland excavation to a max water depth of minus 6'
below the normal water level.

TJ Land Development
Battalina Creek
Baker Canal
Baker Creek
Beaufort County
Project Setting
The 7.62 -acre project site is located at 785 Pantego Street in the Town of Belhaven adjacent a
canal system off Battalina Creek in Beaufort County, North Carolina. The canal system is at the
head of the western fork of Battalina Creek. Fill generated from the excavation of this canal system
was likely used to fill the adjacent high marsh. The remaining unaffected high marsh on the
western side of the project site is vegetated with black needle rush (Juncus roemerianus), giant
cordgrass (S artina cynosuroides) salt grass (Distchlis s ip cata) and salt meadow hay (Spartina
ap tens). The project site was formerly developed as a wholesale/retail fishhouse and crab
processing business. All but one of the buildings has been demolished leaving the concrete slabs
and adjacent gravel parking and driveways. There is an older mobile home in a grassed area on
the west side of the project site adjacent Pantego street. The shoreline along Baker Creek from
it's confluence with Battalina Creek upstream to the terminus of Baker Creek at Pantego Street is
stabilized with a bulkhead. A portion of the bulkhead next to the demolished buildings has been
replaced with a vinyl bulkhead. The remaining bulkhead along Baker Creek is a deteriorating
wooden bulkhead. There is an existing boat ramp at the head of Baker Creek adjacent Pantego
street between the project site and Axson Smith property. The bulkhead height along Baker Creek
ranges from 2.5' to 3.0' above the normal water level NWL). The shoreline along Baker Canal is
not stabilized with a bulkhead and the bank has a lower elevation ranging from 1.5' to 3' above
the NWL. The shorelines along Baker Canal and Baker Creek have served as a harbor of refuge
for commercial fishing vessels that, for the most part, participate in the blue crab pot fishery. There
is a road/area of compacted gravel that is used to access boats moored to the bulkhead along Baker
Creek. This area of compacted soil and gravel was recently leveled with sand. Across Baker
Creek and adjacent to the project site are two separate tracts: one owned by East End Holdings
company and one tract owned by Axson Smith. The East End Holding company property is an
open grassed tract of uplands with shoreline along Battatlina Creek, Bakers Creek and another
canal (Boat Harbor Canal) between the aforementioned property and Axson Smith. This property
is utilized as a staging area and harbor of refuge for commercial fishing vessels. The Axson Smith
property is a commercial boat yard offering towing, boat storage and haulout services for
maintenance and repair for larger sailing and motor vessels.
There is a channel marked by day markers from the confluence of Battalina Creek and the Pungo
River to the canal system. Water depths in the channel near the mouth of Battalina Creek are 7'
below the NWL or greater and shallow to 5.0' to 6' below the NWL at the mouth of Baker Canal
and Baker Creek. Water depths in Baker Creek are deeper than Baker Canal, most likely due to
larger deeper draft vessels accessing the Axson Smith boatyard. Water depths in Baker Canal
range from 3.0' to 4.5' below the NWL. Battalina Creek is designated as SC NSW by the
Environmental Management Commission and designated as a Primary Nursery Area by the
Division of Marine Fisheries and is closed to shellfishing.

TJ Land Development
Battalina Creek
Baker Canal
Baker Creek
Beaufort County
Page Two
Project Description
The applicant proposes to redevelop the property to serve as a boat yard providing 13 wet slips, a
travel lift and wash down pad for hauling larger vessels for maintenance and repair as well as
fueling facilities, marina store and a marine pumpout. The applicant proposes to undertake
maintenance excavation activities in Battalina Creek ±38' wide x ±390' long to a final depth of
6.0' below the NWL. The applicant proposes to excavate an area of uplands adjacent Baker canal
30' x ±520' and deepen Bakers Canal to 6.0' below the NWL. The canal widening is to support
13 fixed slips angled/orientated downstream from the bank accessed by 7 — 3'wide x 30' long
finger piers. The slips range in width from 14' to 20' and are ±40' long. A 6' wide x 372' long
wooden dock at ground level is proposed on the landward side of the proposed bulkhead adjacent
the 13 slips. At the upland point created by the confluence of Baker Canal and Baker Creek, a 21'
wide x 84' long travel lift slip is proposed. The lift will travel on a pile supported rail on either
side of the travel slip. A 32' wide x 195' long gravel road will be constructed from the travel lift
slip to the existing concrete slab that used to support the previously existing fishhouse. The older
wooden bulkhead on Baker Creek from the proposed travel lift slip to the newer vinyl bulkhead
upstream will be excavated along with an area of canal bank 10' wide x ±240' long. This area of
bank will then be stabilized with a new vinyl bulkhead. Maintenance excavation of Baker Creek
adjacent the new bulkhead will be undertaken to a final depth of minus 6' below the NWL. The
existing boat ramp at the head of Baker Creek adjacent Pantego street is to be replaced and enlarged
to 20' wide x 35' long. A retaining wall is proposed along the upland/Coastal Wetland marsh
interface on the western side of the property. A "French Drain" system is to be incorporated in
the retaining wall with weep holes through the retaining wall discharging into the marsh. The
"French Drain" will consist of an area of washed rock and a 4inch perforated pipe covered with a
`sock" adjacent/landward of the wall.
Anticipated Impacts
The proposed project will result in the excavation/disturbance of 14,845 ft2 of Battalina Creek
bottom, 12,900 ft2 of Baker Canal bottom and 13,460 ft' of Baker Creek bottom. The bank
excavation of Baker Creek and Baker Canal will disturb 5,361 ft2 and 18,634 ft2 respectively. Spoil
deposition from all excavation activities will fill of 35,442 ft2 uplands. The backfilling of the
proposed retaining wall and bulkhead will disturb 25,240 ft2 of uplands. The boat ramp will fill
700 ft2 of Baker Creek bottom. Once complete the project will increase boat traffic and the
associated impacts.
Steve Trowell — Washington Regional Office — 26 July 2018

AGENT AUTHORIZATION FOR CAMA PERMIT APPLICATION
Name of Property Owner Requesting Permit:
TJ's Land Development, LLC
Mailing Address:
Phone Number:
252.943.6677
Email Address:
[e-mail]
I certify that I have authorized:
Joe Lassiter, Lassiter Environmental Consulting, LLC
PO Box 125, Pantego, NC 27860
Agent / Contractor
to act on my behalf, for the purpose of applying for and obtaining all CAMA permits,
and other associated approvals necessary for the following proposed development
Ti's Marina
at my property located at 785 Pantego St. Belhaven, NC
in Beaufort County.
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.
Property Owner Information:

4
- ze�
Signature
Tobin J. Tetterton, Sr.
Print or Type Name
G/YTL
Title
Date
This certification is valid through I I December 31, 2020

LASSITER ENVIRONMENTAL CONSULTING, LLC
Joseph S. Lassiter, President
111 St. Clair Rd.
Kill Devil Hills, NC 27948
July 10, 2018
Mr. Steve Trowell
NC Division of Coastal Management
943 Washington Square Mail
Washington, NC 27889
Re: TJ's Marina — Major CAMA Permit Application
Steve,
RECEIVED
JUL 12 2018
DCM-WARD
Following amendments to the permit application requested in your July 6, 2018 email, please find
enclosed a CAMA Major Development Permit application for the TJ's Marina Project located at 785
Pantego St., Belhaven, Beaufort County, NC.
The proposed development includes the construction of 13 boat slips with 18 associated mooring pilings
and a cat walk to facilitate access to the slips.
Also proposed is the excavation within project uplands of a travel lift with 2 dolphin clusters and an
associated road to access a washdown and sand blast pit. Six parking spots, including 1 handicapped
space will be included adjacent to the existing office building to comply with zoning requirements
The project proposes 1,262 If of bulkhead including 519 If of bulkhead along coastal /404 wetlands that
will have a "French drain" system for stormwater treatment and 743 If of bulkhead adjacent the
proposed slips that will create a new nwl by excavation of uplands on the property. As indicated in
Attachment D the entire upland area of the tract has been determined by DWR to be impervious.
The project also proposes the maintenance excavation of Baker Canal, Baker Creek and Battalina Creek.
The proposed work includes both public trust and upland excavation to create the final, proposed
shoreline of the project. There is a spread sheet insert found in MP -2 that provides the square footage
and cubic yards of material that will be excavated and disposed of onsite. The resulting spoil will be
contained in an onsite upland disposal area as depicted in Sheet 2.
Thank you for your attention to this information. Please review and let me know if you have questions,
comments, or need additional information. I can be reached at the address, phone, email found above.
st
Joe iter
ssiter Environmental Consulting, LLC
Cc: Toby Tetterton

NOW
NPLICATION for
Major Development Permit
(last revised 12127/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
Project Name (if applicable)
T.J.'S Development, Llc
TJ's Marina `t dual~ Vaed
Applicant 1: First Name
MI
Last Name
Joseph
Tobin
J.
Tetterton, Sr
MI
Applicant 2: First Name
MI
Last Name
PO Box
If additional applicants, please attach an additional page(s) with names listed.
State
Mailing Address
PO Box
City
Kill Devil Hills
State
ZIP
125
Pantego
NC
ZIP
Country
Phone No.
- - ext.
FAX No.
27860
Beaufort
252 - 943 -
6677 ext.
252 - 943 - 3949
Street Address (if different from above)
City
State
State
ZIP
27159 Hwy, 264 E.
Belhaven
NC
[e-mail]
27810 -
Email
[e-mail]
2. Agent(Contractor Information
Business Name
Lassiter Environmental Consulting, LLC
Agent/ Contractor 1: First Name
MI
Last Name
Joseph
S.
Lassiter
Agent/ Contractor 2: First Name
MI
Last Name
Mailing Address
PO Box
City
State
111 St. Clair Rd
Kill Devil Hills
NC
ZIP
Phone No. 1
Phone No. 2
27948
252 - 202 - 3800 ext.
- - ext.
FAX No.
Contractor #
NA
NA
Street Address (if different from above)
City
State
ZIP
Email
[e-mail]
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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
785 E. Pantego St.
d. Approximate elevation of tract above NHW (normal high water) or
Subdivision Name
City
State
Zip
e. Vegetation on tract
Belhaven
NC
27810 -
Phone No.
Lot No. (s) (if many, attach additional page with list)
see applicant phone # - - ext.
one parcel, I , ,
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
Tar -Pamlico
Battalina Creek
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
®Yes ❑No
work falls within.
Town of Belhaven
4. Site Description
a. Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft.)
91',467',297',222'=1,077 If
331,927 sq. ft. (7.62 ac.)
c. Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high water) or
one parcel, I I
NWL (normal water level)
(If many lot sizes, please attach additional page with a list)
3' ❑NHW or ®NWL
e. Vegetation on tract
Upland - fescue and bermuda
Wetlands - Black Needle Rush, Spartina patens, Spartina grandifolia
f. Man-made features and uses now on tract
Existing office and apartment building, bulkheading, damaged boat ramp, site covered in concrete and rock. Limited boat
mooring along existing bulkheaded shoreline
g. Identify and describe the existing land uses ad*acent to the proposed project site.
Commercial marina operation and single family residential
h. How does local government zone the tract?
i. Is the proposed project consistent with the applicable zoning?
Industrial
(Attach zoning compliance certificate, if applicable)
®Yes ❑No [INA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? []Yes ®No
k. Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. ❑Yes ®No [INA
If yes, by whom?
I. Is the proposed project located in a National Registered Historic District or does it involve a ❑Yes ®No [:INA
National Register listed or eligible property?
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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.
Central sewer provided by Town of Belhaven
o. Describe existing drinking water supply source.
Town of Belhaven public water
p. Describe existing storm water management or treatment systems.
No storm water management feature onsite
3. Activities and Impacts
a. Will the project be for commercial, public, or private use? ®Commercial ❑PubliclGovemment
❑Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
Boat slip rentals, travel lift, boat storage on yard, washdown and maintenance
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.
Standard marine construction practices including barge, bulldozers, backhoe, excavator, dump trucks
d. List all development activities you propose.
Replacement of existing bulkhead, construction of travel lift, excavation of onsite uplands to faciliate construction on new
bulkheaded shoreline, and dredging with Battalina Creek, Baker Creek and Baker Canal.
e. Are the proposed activities maintenance of an existing project, new work, or both? Work includes maintenance excavation
of previously excavated canals and
new work constructing bulkhead and
travel lift.
f. What is the approximate total disturbed land area resulting from the proposed project? 35,590 ®Sq.Ft or []Acres
g. Will the proposed project encroach on any public easement, public accessway or other area ❑Yes ®No [INA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
Upland portion of the tract has been determined to be 100% impervious ( see attached 2/19/18 email from Anthony
Scabraugh representing the NC Division of Water Resources. Water is currently sheet flowing from the site. Proposed
project will place bulkhead at the upland/wetlands boundary which should provide some retention and filtration of runoff.
i. Will wastewater or stormwater be discharged into a wetland? []Yes ®No [INA
If yes, will this discharged water be of the same salinity as the receiving water? ❑Yes ❑No ®NA
j. Is there any mitigation proposed? ❑Yes ❑No ®NA
If yes, attach a mitigation proposal.
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Form DCM MP -1 (Page 4 of 4)
<Form continues on back>
APPLICATION for
Major Development Permit
6. Addition/ Informadon
In addition to this completed application form, (Mp v the following items below, if applicable, must be submitted in order for the application
packages to be complete. Items (a) — (f) aro always applicable to any major development appliication. pease consult the application
inftctlon booklet on how to property 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 White Plains Church Phone No. 2529433619
Address 718 Pine St, Belhaven, NC 27810
Name East End Holdings Co., LLC Phone No. 2529432505
Address 574 Lamont St, Belhaven, NC 27810
Name W. Axson Smith, Jr Phone No. 2529431378
Address PO Box 295, Belhaven, NC27810
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
na
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 property owner)
k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. I I 3 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.
1 7. Certif cation 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 pr iBed in this application is truthful to the best of my knowledge.
Date ��' 1 Q Print Name Tobin J. Tetteron, Sr.
Signature
Please indicate application attachments pertaining to your proposed project.
®DCM MP -2 Excavation and Fill Information ❑DCM MP -5 Bridges and Culverts
❑DCM MP -3 Upland Development
®DCM MP -4 Structures Information
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Form DCM MP -2
EXCAVATION and FILL
(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.
I. 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. silt and limited sand
2,258
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), 6,783
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB
OWL ®None
(ii) Describe the purpose of the excavation in these areas:
na
Z. DISPOSAL OF EXCAVATED MATERIAL ❑This section not applicable
a. Location of disposal area. b. Dimensions of disposal area.
Onsite earthen retention area 35,442 sq. ft. x 6' in height
c. (i) Do you claim title to disposal ansa?
®Yes ❑No [INA
(ii) If no, attach a letter granting permission from the owner
e. (i) Does the disposal area include any 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
OWL ®None
d. (i) Will a disposal area be available for future maintenance?
®Yes ❑No ❑NA
(ii) If yes, where?
Onsite or on an approved upland disposal area owned
by TJ's Land Development
f. (i) Does the disposal include any area in the water?
❑Yes ❑No ®NA
(ii) If yes, how much water area is affected?
na
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Access
Other
Channel
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
(excluding
(NLW or
Breakwater
shoreline
NWL)
stabilization
see Attached
Table 1 which
provides
Length
uplands and
x
x
travel lift
public trust
excavation
calculations
Width
Avg. Existing
Depth
N A
NA
Final Project
Depth
N A
NA
I. 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. silt and limited sand
2,258
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), 6,783
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB
OWL ®None
(ii) Describe the purpose of the excavation in these areas:
na
Z. DISPOSAL OF EXCAVATED MATERIAL ❑This section not applicable
a. Location of disposal area. b. Dimensions of disposal area.
Onsite earthen retention area 35,442 sq. ft. x 6' in height
c. (i) Do you claim title to disposal ansa?
®Yes ❑No [INA
(ii) If no, attach a letter granting permission from the owner
e. (i) Does the disposal area include any 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
OWL ®None
d. (i) Will a disposal area be available for future maintenance?
®Yes ❑No ❑NA
(ii) If yes, where?
Onsite or on an approved upland disposal area owned
by TJ's Land Development
f. (i) Does the disposal include any area in the water?
❑Yes ❑No ®NA
(ii) If yes, how much water area is affected?
na
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Form QCM MP -2 (Excavation and Fill, Page 2 of 3)
(ii) Describe the purpose of disposal in these areas:
a. Type of shoreline stabilization:
b. Length: 1.262
®Bulkhead ❑Riprap ❑Breakwater/Sill ❑Other.
Width: V
c. Average distance waterward of NHW or NWL: Bulkhead will be
d. Maximum distance waterward of NHW or NWL: 0'
consructed at nwl
f. (i) Has there been shoreline erosion during preceding 12
e. Type of stabilization material:
Vinyl sheeting with wooden pilings and support beams, etc.
months?
❑Yes ®No []NA
(ii) If yes, state amount of erosion and source of erosion amount
information.
na
g. Number of square feet of fill to be placed below water level.
h. Type of fill material.
Bulkhead backfill 0 Riprap
na
Breakwater/Sill Other
i. Source of fill material.
Upland fill and washed rock for wetlands bulkhead system.
4. OTHER FILL ACTIVITIES ❑This section not applicable
(Excluding Shoreline Stabilization)
a. (i) Will fill material be brought to the site? ®Yes ❑No [INA b. (i) Will fill material be Dlaced in coastal wetlands/marsh (CM_
If yes,
(ii) Amount of material to be placed in the water 700 sa. ft.
(iii) Dimensions of fill area 20'x 35'
(iv) Purpose of fill
Replace and improve existing boat ramp located on Baker
Creek
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
OWL ®None
(ii) Describe the purpose of the fill in these areas:
na
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)?
Silt fence, existing bulkhead and construction of permanent backhoe
bulkhead structure
c. (i) Will navigational aids be required as a result of the project?
❑Yes ®No [INA
(ii) If yes, explain what type and how they will be implemented.
d. (i) Will wetlands be crossed in transporting equipment to project
site? ❑Yes ®No [INA
(ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
Vs. Marina
Data Project Name
252-808-2808:: 1-888-4RCOAST :: www.nccoastaimanagement.net revised: 12/26/06

Form QCM MP -2 (Excavation and Fill, Page 3 of 3)
Tobin J. Tetterton, Sr.
Appl- wt Name
i
Applicant S re ; ✓7
252-808-2808 :: 1-888-4RCOAST :: www.nccoastaimanagement.net revised: 12/26/06

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T1's MARINA INSERT MP -4
Baker Canal
Baker Creek
Battalina Creek Boat Ramp
PUBLIC TRUST EXCAVATION
Square footage
3,650
8100
14,845 700
Average Depth
Average depth
-3'
-4'
-4' -4'
Proposed depth
Final Depth
-6'
-6'
-6' -6'
Cubic yards
406
600
1,200 52
UPLAND EXCAVATION
Square Footage
14,989
5,361
Average Depth
+3
+3'
Final Depth
-6'
-6'
Cubic yds.
4,996
1,787
Travel Lift
�as
*A4Q
+3
-6
20w-

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Beaufort
County, NC
GPIN:7615-09-3775
LAND - VAL: 182927
DATE: 20.1.2017
GPINLONG : 7615-09-3775
BLDG _VAL : 99226
DB_PG: 1920/00001
NAMEI : TAIS LAND
TOT VAL : 282153
STAMPS: 380
Disclamer:
DEVELOPMENT LLC
DEFR_VAL : 0
SALE 190000
Boaufort County online map access is provided as a public service, as is, u
available and without warranties, expressed or implied Content published on
NAME2 •
PREV_ASSES : 0
_PRICE:
REIDI : 45633
this website is for informauoual purposes only and is not intended to constitute a
ADDRI : PO BOX 125
ACRES: 7.62
legal record nor should it be substituted for the advice or services of industry
professionals. The County of Beaufort and the Website Provider disclaim all
CITY • PANTEGO
PROP ADDR : 785 E PANTEGO ST
—
responsibility and legal liability for the content published on this website. The
STATE : NC
agrees that Beaufort County and its Assigns shall be held harmless from all
ADDR2 :
TOWNSHIP: 10
actions, claims, damages orjudgmeras arising out of the use of County data.
beaufortnc.agdmaps.00rn
(D'un"
ZIP: 27860
MBL : 760508182
t4 I-7-0 m Aug/30/2017
Scale 1:3526
PROP-DESC : 8.30 AC TJVS LAND
DEVELOPMENT
PIN -I
!//At1 200 ft i

Sheet # 3 - Typical Bulkhead Profile and pier
MGL
T. J. Marina
CAMA major permit request
Town of Belhaven, Beaufort County, North Carolina
Scale : 1 " = 5' Date: 6 / 1/ 2018
By: Bryant E. Hardison, Jr. PLS
existing art
boat slips
pier
2" x 6" decking
boat slips
NWL
tin e h
I r, : : I I ti
5 0 5 10 15
GRAPHIC SCALE — FEET

Sheet # 4 - Boat Ramp Profile
T. J. Marina
CAMA Major Permit Request
current MGL— — — —
Town of Belhaven, Beaufort Co., NC
By : Bryant Hardison, PLS
Date 6 / 1 / 2018
Scale: one inch = eight feet
35'
11 1 aim
- =50 W, rA
�
ramp slope 4:1
end of
ramp
p =i
5t
<_
�....-./
8 0 8 16 24
GRAPHIC SCALE — FEET
U
top of bulkhead

S:oQer �ro'F;I�e... 'Fri Aj ctceni— @e-* IQ A J,5
Q�dl Qullrh�eQd
1r)Q1rh 6ulkhe.J
24 DECKING, ;fi" GAPS
W/ (3) STAINLESS STEEL
WOOD SCREWS PER BOARD
4x6 TIMBER
1
\�\\\ \`� � Air "� •j
Xy
./ a
AQ
yip aira:nq�
jO Pe- 0'v�► saw
•� a
TJ's Land Development LLC
Project: Marina — Belhaven NC
Date: March 1, 2018
NOT TO SCALE
Sheet 1 of 7
Scale: NTS
8x8 TIMBER
,
rr
r�r �
O PILE
4-4ft*�4E`r'
PILE r
O
CAI
t
L)
QLLA
w
,
rr
r�r �
O PILE
4-4ft*�4E`r'
PILE r

SIP - t"di0.
( 4" ab m t, g,.&
S.Wd.stk. - V x V
36" above grade)
V_\t_-VX-' - 0
proposed dock fingers
x 33'
4
+5t50
+ �72(;t,--if
13a + 4, 0,
+6,5,
Existing depths
I
White Plains 7hurch klinistri-es
1, 7 5 6" 2, 8 2
East I axl I lolding Co.
1036- / 6-32
FXJP I 4dl
4"W_
3.42 Ac. Permit Acreage Summary
'V 69,, proposed pump out station C7
M�
ori hole SS'02,, + 7�2r
h 13
proposed boat ratup
�_ � �_Q 5.89 ac. = Permit boundary tat
al
20'x 35'
0 1.72 ac. = coastal marsh wetlands by CAMA
F 3.42 ac. = existing impervious area
12" b- gmd,,)
4. or 0.75 ac. nagvitable water
LS760� IR
0
S 76044'59'i�+
le only 20,
126.78'(t �Yrlit� '
V
-100
/10slo,
?_o C 29936,
"a
S
remove old tarnp '
/ f
proposed drege areas S.Wd.stk. - I" x V s Y
oil'
36€e above grade) IT
edge of culvert
63'
proposed upland removal areas 1
VVVVVV' .. S 70o (613
proposed li I I _O� 7?
coastal marsh - CAMA 10/19/20A 372.5 sq. ft. �
ni9" 6-, Ex. RFJ - 3" sq.
24" above grade)
N 73007'30"E
proposed fill areas 21,55' (tic only)
.......... .................
aff
S'r
Ex,RRI - 3" sq.
24" above grade)
'0'P
40 0 40 80
Ex.IP - 2" dia.
2" below grade)
GRAPHIC SCALE —FEET~
Y
Y
Y
Y
Y Y
Y
Site Y
Y
4
Cresk
Belhaven Y Y Y
Y
t Y Y
St,
Y
3 I tv
I st,
Y
Y X
Y Y Y 4�1
Y Y Y
Y Y
X4,5'
,�'23'
Right -of -Way
45
CYL—
Center Line
EoP, . -
Edge of Pavement
— — — — — — — — — -- — — — —
— — — — — — —
Tie Down lines
adjoiner line
Bulkhead
Shoreline
NC Grid
Geodetic monument
Q
Ex.IP
Existing comers found
R
Ex,RRJ
Existing Rail. Road Iron
0
con. Mon.
concrete monument
A
S.Mage
Magnetic nail
A
Ex. Nail
Existing Nail, RR spike
0
SIP
Set Iron Pipe ( V galvanized)
X
NPS
No Point Set
Ex.Axle
Existing Axle
&
Ex,Re-Bar
Existing Re -Bar Iron
Al
Manhole
Manhole cover
0
Wd.stk.
Wood Stake set
111/222
Book / Page
+6,5,
Existing depths
I
White Plains 7hurch klinistri-es
1, 7 5 6" 2, 8 2
East I axl I lolding Co.
1036- / 6-32
FXJP I 4dl
4"W_
3.42 Ac. Permit Acreage Summary
'V 69,, proposed pump out station C7
M�
ori hole SS'02,, + 7�2r
h 13
proposed boat ratup
�_ � �_Q 5.89 ac. = Permit boundary tat
al
20'x 35'
0 1.72 ac. = coastal marsh wetlands by CAMA
F 3.42 ac. = existing impervious area
12" b- gmd,,)
4. or 0.75 ac. nagvitable water
LS760� IR
0
S 76044'59'i�+
le only 20,
126.78'(t �Yrlit� '
V
-100
/10slo,
?_o C 29936,
"a
S
remove old tarnp '
/ f
proposed drege areas S.Wd.stk. - I" x V s Y
oil'
36€e above grade) IT
edge of culvert
63'
proposed upland removal areas 1
VVVVVV' .. S 70o (613
proposed li I I _O� 7?
coastal marsh - CAMA 10/19/20A 372.5 sq. ft. �
ni9" 6-, Ex. RFJ - 3" sq.
24" above grade)
N 73007'30"E
proposed fill areas 21,55' (tic only)
.......... .................
aff
S'r
Ex,RRI - 3" sq.
24" above grade)
'0'P
40 0 40 80
Ex.IP - 2" dia.
2" below grade)
GRAPHIC SCALE —FEET~
Y
Y
Y
Y
Y Y
Y
Site Y
Y
4
Cresk
Belhaven Y Y Y
Y
t Y Y
St,
Y
3 I tv
I st,
Y
Y X
Y Y Y 4�1
Y Y Y
Y Y
X4,5'
,�'23'
1k 4 5'
/I 'Y" / / (), '
Sheet I - Overview Map
CAMA Permit plans
T. J.'s Marina
CAMA Major Permit - Overview Map
Town of Belhaven
Pantego Township, Beaufort County, North Carolina
Date Surveyed : I / 10 / 2017 Date Drawn : 3 / I / 2018
By : Bryant E. Hardison, Jr. PLS By: Bryant E. Hardison, Jr. PLS
PLS # .- L-2889, C-3774 Scale : one inch = forty feet
45
1k 4 5'
/I 'Y" / / (), '
Sheet I - Overview Map
CAMA Permit plans
T. J.'s Marina
CAMA Major Permit - Overview Map
Town of Belhaven
Pantego Township, Beaufort County, North Carolina
Date Surveyed : I / 10 / 2017 Date Drawn : 3 / I / 2018
By : Bryant E. Hardison, Jr. PLS By: Bryant E. Hardison, Jr. PLS
PLS # .- L-2889, C-3774 Scale : one inch = forty feet

White Plains C'hUrch Ministries
7
SIP ® V dia-.
4" above grade}
S,Wd.stk. - I" x V
36" above grade}
Manhole N 6 ox8,proposed boa
'V 20`x3-'
OT
ExJP - 2" dia.
(12" above grade)
S76044159 E
126.78' (tie only 70o
1V
.5 299
80'—
remove oId car
proposed drege areas
7VVVVVV IYA DeedPland removal areas
S,Wd.stk. - V x V
36" above grade)
edge of culvert
proposed dock fingers
3' x 33'
F
+2_6
Nt
+2,6 F
-R/W-
❑ BaMali Creek
Right -of -Way
�k Baker's Creek
C -;/L- -
Center Line
18,634.53 sq.11.
EoP
Edge of Pavement
upland removal - Baker's Canal
Tie Down lines
adjoiner line
Bulkhead
Shoreline
*
NC Grid
Geodetic monument
*
Ex.IP
Existing comers found
*
Ex,RRI
Existing ail Road Iron
0
coil. moil.
concrete monument
A
S.Mag.
Magnetic nail
A
Ex. Nail
Existing Nail, RR spike
*
SIP
Set Iron Pipe ( V galvanized)
*
NPS
No Point Set
CJ
Ex, Axle
Existing Axle
Ex.Re-Bar
Existing Re -Bar Iron
Manhole
Manhole cover
Wd.stk.
Wood Stake set
111/222
Book / Page
Existing depths
>
+
+ .0,
.3
0 CIA B
6.0 +6.5'
+4,0,
Otj
63
6X)')
-,7 17 V V p p S ag: �U -5 '0
7 V V V V V V f09
roposed fill W 1
pEx. RRI - 3" sq.
372.5 sq, ft.
coastal marsh - CAMA 10/19/2(", 8
24" above grade)
N N 73 007'30"E
730(
21,55'(tleonly)
proposed fill areas
U
c
Ex. RR1 - 3" sq.
24" above grade)
2
Ex.IP " d'ta.
0 40 80 120 2 below grade}
40
GRAPHIC SCALE FEET
00
V
White Plains 'hurch- Ministries
17 5 6 1
J,_jX_,jXjL%A X
1036/632
IffINNIVIM
A
Kiin
Belhaven
U,
St
14,1844.95 sq.ft. =
❑ BaMali Creek
13,460.84 sq.11. =
�k Baker's Creek
5,361.44 sq.11. =
upland removal - Baker's Creek
18,634.53 sq.11.
t Baker's Canal
14,984.04 sq.ft.
upland removal - Baker's Canal
Y
Y v
Y
Y Y Y Y
Y
9e
st
creek
'Y
Y Y
Y y
Y
st.
414'Tooleys
Y Y
Y Y- Y
Y Y Y
Y
YY Y5
45
Sheet 2 - Dredge Map
CAMA Permit plans
Marina
CAMA Major Permit - Dredge Map
T® of Belhaven
Pantego Township, Beaufort County, North Carolina
Date Surveyed: 1/ 10 / 2017 Date Drawn : 3 / I / 2018
By: Bryant E. Hardison, Jr. PLS By : Bryant E. Hardison, Jr. PLS
PLS 4: L-2889, C-3774 Scale: one inch = forty feet