20220136 Ver 1_CAMA Application_20220126

ROY COOPER
Governor
ELIZABETH S. BISER
Secretary
BRAXTON DAVIS
Director
January 26, 2022
MEMORANDUM:
FROM:
SUBJECT:
Applicant:
Project Location:
Proposed Project:
NORTH CAROLINA
Environmental Quality
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]
CAMA/Dredge & Fill Review
N-Seine Seafood
103 Hwy 264 & 104 Log Storage Road, Stumpy Point in Dare County
Reconstruct the existing fish house and docking around the perimeter of the
building located at 103 HWY 264 and reconstruct the existing piers and
platforms as well as shoreline stabilization for the property located at 104
Log Storage Road
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 February 16, 2022. If you have any
questions regarding the proposed project, contact Yvonne Carver (252-264-3901, ext. 237) when
appropriate, in-depth comments with supporting data is requested.
REPLY:
PRINT NAME
AGENCY
SIGNATURE
DATE
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.
.4 DE
aryeruoan o4 Entroon,00ni ahr.e�
North Carolina Department of Environmental Quality I Division of Coastal Management
Elizabeth City Office 1401 South Griffin Street, Suite 300 I Elizabeth City, North Carolina 27909
252.264.3901

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: N-Seine Seafood; Luke & Trudy Midgett
2. LOCATION OF PROJECT SITE: 104 Log Storage Road & 103 Hwy 264, Stumpy
Point, Dare County; adjacent Stumpy Point Bay.
Latitude: 35°41'49.30"N Longitude: 75°46'17.96"W
Latitude: 35°41'54.54"N Longitude: 75°46'19.90"W
3. INVESTIGATION TYPE: CAMA & D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit -- 07/28/21; 11/01/21
Was Applicant Present — Yes; No
5. PROCESSING PROCEDURE: Application Received Complete - 01/05/22
Office - Elizabeth City
6. SITE DESCRIPTION:
(A) Local Land Use Plan — Dare County
Land Classification From LUP — SP-C (Special Commercial)
(B) AEC(s) Involved: Estuarine Waters (EW), Public Trust Area (PTA),
Coastal Shoreline (CS)
(C) Water Dependent: Yes
(D) Intended Use: Commercial & Private
(E) Wastewater Treatment: Existing — Offsite treatment facility available
Planned - N/A
(F) Type of Structures: Existing — Fish House, bulkhead, docks, platforms
Planned - Replacement of existing structures &
Additional riprap/revetment
(G) Estimated Annual Rate of Erosion: 5 feet
Source -- Application and field observation
7. HABITAT DESCRIPTION:
DREDGED
[AREA]
FILLED
OTHER
(A) Vegetated Wetlands (404)
n/a
n/a
*
(B) EW/PTA
n/a
10,990 sf
3,745 sf
(shading)
(C) CS
n/a
9,450 sf
364 sf
(shading)*
(D) Total Area Disturbed: 24,549 sf (.56 acres)
(E) Primary Nursery Area: No
(F) Water Classification: SAIHQW Closed to Shellfish taking
8. PROJECT SUMMARY: The applicants propose to reconstruct the existing fish house,
bulkhead, access/walkway and docking around the fish house at 103 Hwy 264;
reconstruct piers/platforms along the shoreline at 104 Log Storage Road, and install
riprap for shoreline erosion and wetland protection.

Field Investigation Report: N-Seine Seafood; Luke & Trudy Midgett
Page 2
Project Setting
The properties of the proposed projects are located at 104 Log Storage Road and 103 Hwy 264
in Stumpy Point, Dare County, and are adjacent Stumpy Point Bay. The existing fish house on
Hwy 264 is located adjacent to a Federal Channel. A copy of the USACE map with the Federal
Channel depicted is included in the application package.
104 Log Storage Road is prominently a vacant 3.98-acre parcel, with a dilapidated docking
system consisting of 1076 square feet (sf) of docks/finger pier and 760 sf of platforms on the
west side of the property. The applicant has noted that the approximate elevation of the tract
above normal water level (NWL) is 5'. Per Google Earth, the profile elevation on the north end
of shoreline starts at 2', transitions to 8' as you head south along the shore, and goes down to
1-2' before crossing over to the peninsula. The elevation on the peninsula ranges from 1-21
.
Old road bed/concrete is currently stored on high ground on this tract, and vegetation includes
Pine trees, Atlantic cedar, Wax myrtle and indigenous grass. The erosion escarpment along
the eastern shoreline traversing south runs from 1-1/2' to 3' to a 5' in height. Along one area
Spartina patens and cedar were observed 16' from NWL on high ground. 404 Wetlands were
noted outside of the 75' Area of Environmental Concern (AEC) as you traverse to the western
side of the tract, and included Phragmites and cattails. On the peninsula portion of the tract,
Coastal Wetland vegetation consisted of Spartina alterniflora, Spartina patens, and Juncus
roemerianus. Phragmites were also present. A riprap revetment currently exists around a
portion of the peninsula. The shoreline on the south end of the main tract heading around to
the west side is unhardened, and consists of Coastal Wetland vegetation comprised of Spartina
alterniflora, Spartina patens, Spartina cynosuroides and Juncus roemerianus. Phragmites is
the predominant vegetation immediately landward of the dilapidated docks along the shoreline.
The 0.16-acre parcel at 103 Hwy 264 is located on the south side of an island that has been
developed with a run-down 4,550± sf one-story fish house (still in use) and 2,007± sf of
platforms in the Coastal Shoreline and Estuarine Waters AECs. The elevation of this site
ranges from 2-3' above NWL. There is a failing 225 linear -foot bulkhead around three sides
of the existing building. The fish house is accessed by a wooden/concrete walkway that
connects to the shoreline adjacent U.S. Hwy 264. This accessway is not listed nor shown
on the Dare County parcel records as owned by the applicants. The north side of the island
is undeveloped and is a vegetated upland area with an unhardened shoreline.
No permit history was found in regard to the existing dilapidated dock and platforms on the
parcel located at Log Storage Road; Google Earth images show docks in existence in 2/1993,
and aerial photography dated 12/01/1989 also depict the dockage in existence. The applicant
has reported that up to 10 "wet slips" exists along these docks, and provide an offloading area
for local commercial fishing vessels. According to Dare County tax records, the existing fish
house at 103 Hwy 264 was built approximately in 1940. A general permit was issued for riprap
of the eroded shoreline on the Log Storage Road parcel last July; however, work did not
transpire.

Field Investigation Report: N-Seine Seafood; Luke & Trudy Midgett
Page 3
The riparian property to the north of the 104 Log Storage Road is owned and operated by
the NC Department of Transportation Ferry System. The northwest riparian property is
vacant land owned by Dare County, and is developed with a dock along the shoreline. The
riparian property immediately to the north of the old fish house at 103 Hwy 264 is
undeveloped high ground associated with commercial property located across the harbor.
The next property south along U.S. Hwy 264 is owned by the applicants, Luke and Trudy
Midgett, and is a commercial seafood business developed with a warehouse, dock and
bulkhead.
The water classifications for Stumpy Point Bay and the connecting waterbody of Pamlico
Sound are SA and HQW. The project area is closed to shellfishing. The adjacent
waterbodies are designated as Coastal Waters and are in the Pasquotank River Basin. The
water depths near the dockage along the tract on Log Storage Road ranged from -5.8 to -
6.5 NWL. The water depths around the fish house ranged from -6.5' to -8' NWL.
Development Proposal
The applicants propose to reconstruct the wood frame walkway (with concrete decking), the
fish house building, docks with tie pilings, and failing bulkhead at 103 Hwy 264. There are
no plans for expansion during the replacement of the fish house, and new concrete flooring
will be installed in locations that have failed. All work proposed will stay within the existing
footprint, and the impervious/built-upon surfaces in the Coastal Shoreline AEC will not
change from the current 65%. The existing docks/platforms will be rebuilt along the south
and east sides of the building.
• Fish House = 4,550± sf (75' x 60')
• Bulkhead replaced 2' waterward of existing walls around fish house = 225 linear feet
(Ift).
• Docks/platforms = 2,007± sf (12'-14' x 75', 11' x 40', 17' x 36')
• Access/walkway = 270 sf (50' x 5'4")
Development proposed at 104 Log Storage Road will consist of the replacement of the
existing docks/platforms/finger pier on the western shoreline, riprap revetments waterward
of existing wetland vegetation along the southern shoreline and around the peninsula, a
riprap alignment along the eastern shoreline (with backfill landward of NWL) to prevent
further erosion to uplands, and a riprap alignment on the east side of the peninsula.
• Platforms = 760 sf (20' x 20' and 12' x 30')
o It is noted that out of the 400 sf platform, 11' x 20' will cross over 404 wetland
vegetation to high ground. Out of the 360 sf platform, 12' x 12' will cross over
404 wetland vegetation to high ground.
• 3 docks/piers connecting to platforms = 1,056 sf (6' x 40', 6' x 74' and 6' x 62')
• Finger pier = 16 sf that will connect to northern section of dock and bulkhead cap on
Dare County property. (2'x8')
• Riprap revetment for wetland protection = 2700 sf (350' x 6' and 100' x 6').
• Riprap for shoreline protection (non -wetland) = 7800 sf (630' x 10' and 150' x 10')

Field Investigation Report: N-Seine Seafood; Luke & Trudy Midgett
Page 4
Anticipated Impacts
Estuarine Waters/Public Trust Area
• The replacement docks, piers, platforms and access/walkway will shade
approximately 3,745 sf of open water habitat. It is noted that sf proposed is a
replacement in same footprint.
• Shallow water habitat = 10,990 sf
o Backfilling of the replacement bulkhead will fill 490 sf.
o Riprap revetment for wetland protection will fill 2700 sf.
o Riprap (non -wetland) will fill 7800 sf.
• Coastal Shoreline AEC = 9,814 sf
o Wooden, slatted platforms associated with shoreline dock replacement will
shade 364 sf of 404 wetlands and uplands.
o Upland backfill for 630 Ift of riprap proposed = 9,450±
o No additional fill or coverage is proposed for the replacement fish house.
Submitted by: Yvonne Carver
Date prepared: 01/20/22

PROJECT NARRATIVE
Midgett CAMA Major Permit
January 4, 2022
Project Description:
The subject properties are located at 104 Log Storage Road and 103 Hwy 264 in the
Stumpy Point, Dare County, North Carolina adjacent to Stumpy Point Bay and the
Pamlico Sound.
The purpose of the proposed project is to re -construct the existing fish house building
and docking around the perimeter of the building located a 103 Hwy 264. The additional
work includes re -construction of the existing piers and platforms as well as shoreline
stabilization for the parcel located at 104 Log Storage Road.
The proposed improvements at 103 Hwy 264 include the re -construction of the 4,550
square foot fish house building, 2,007 square feet of wood docking and the failing 225
feet of bulkhead around the perimeter of the existing building.
The proposed improvements at 104 Log Storage Road include the replacement of the
existing 1,056 square feet of docks and 760 square feet of platforms. In addition, 780
feet of rip -rap and 450 of rip -rap revetment is proposed at several locations along the
shoreline of the peninsula that provides protection of the Stumpy Point Harbor.
Existing Shoreline Protection:
Existing rip -rap 400 Ln.ft.
Existing bulkhead (fish house) 225 Ln.ft.
Existing Fish House To Be Re -Built:
Existing building 4,550 sf
Existing concrete walkway 270 sf
Existing Fish House Docks To Be Re -Built:
Existing dock section 12'-14'x75' 955 sf
Existing dock section 11'x40' 440 sf
Existing dock section 17'x36' 612 sf
Total existing dock area 2,007 sf
Existing Docks/Platforms To Be Re -Built:
Existing platform 12'x30' 360 sf
Existing platform 20'x20' 400 sf
Total existing platform area 760 sf
Existing finger pier 2'x8' . 16 sf
Existing dock 6'x40' 240 sf
Existing dock 6'x74' 444 sf
Existing dock 6'x62' 372 sf
Total existing dock & finger pier area 1,072 sf

Proposed Shoreline Protection:
Bulkhead to be replaced (fish house) 225 Ln.ft.
Proposed rip -rap 780 Ln.ft.
Proposed rip -rap revetment 450 Ln.ft.
Fish House Construction Sequence:
The existing fish house roof will be removed and areas of the concrete floor that have
failed. The new bulkhead will be installed around the perimeter of the building and
backfilled. A new concrete floor will be installed at failed locations and any interior walls
reconstructed prior to the new roof installation. The docks and elevated concrete
walkway will be reconstructed in the same location.
Submerged Aquatic Vegetation (SAV) Analysis:
An SAV (subaquatic vegetation) survey was conducted on August 13, 2021 by Doug
Dorman of Atlantic Environmental Consultants, LLC. There was no SAV within the
harbor associated with the fish house or near the location of the proposed shoreline
stabilization at 104 Log Storage Road.
The project proponent hereby certifies that all information contained herein is true,
accurate, and complete to the best of my knowledge and belief
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.

IICM MP -I
APPLICATION for
Major Development Permlt
(last revised 12/27/06)
DEC 1 7 Z021
11rr
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
N-Seine Seafood
Project Name (if applicable)
N-seine Seafood
Applicant 1: First Name
Luke
MI
Last Name
Midgett
Applicant 2: First Name
Trudy
MI
R
Last Name
Midgett
If additionl applicants, please attach an additional page(s) with names listed.
Mailing Address
105 Hwy 264
PO Box
City
Stumpy Point
State
NC
ZIP
27978
Country
USA
Phone No.
252 - 475 — 8817 ext.
FAX No.
- -
Street Address (if different from above)
City
State
ZIP
Email
[e-mail]
2. Agent/Contractor Information
Business Name
Atlantic Environmental Consultants, LIc
Agent/ Contractor 1: First Name
Doug
MI
A
Last Name
Dorman
Agent/ Contractor 2: First Name
MI
Last Name
Mailing Address
PO Box
P.O. Box 3266
City
Kitty Hawk
State
NC
ZIP
27949
Phone No. 1
252 - 599 - 2603 ext.
Phone No. 2
- - ext.
FAX No.
Contractor #
Street Address (if different from above)
City
State
ZIP
Email
[e-mail]
Form continues on back>
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Form DCM MP-1 (Page 2 of 4)
DEC 1 7 2421
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple)
Dare
Street Address
103 Hwy 264 & 104 Log Storage Road
State Rd. #
1164
Subdivision Name
None
City
Stumpy Point
State
NC
Zip
27978 -
Phone No,
252 - 475 - 8817 ext.
Lot No.(s) (if many, attach additional page with list)
,
a, In which NC river basin is the project located?
-j pn y ",,, -r A }.) j\
b. Name of body of water nearest to proposed project
Stumpy Point Bay
G. Is the water body identified in (b) above,
natural or manmade?
d. Name the closest major water body to the proposed project site.
Pamlico Sound
►:Natural ['Manmade II Unknown
e. Is proposed work within city limits or
planning jurisdiction?
f. If applicable, list the planning jurisdiction or city limit the proposed
work falls within.
Dare County
• Yes No
4. Site Description
a. Total length of shoreline on the tract (ft.)
2,228 linear feet
b. Size of entire tract (sq.ft.)
180,369
c. Size of individual lot(s)
7,000,173,369,
(lf many lot sizes, please attach additional page with a list)
d. Approximate elevation of tract above NHW (normal high water) or
NWL (normal water level)
5' ■ NHW or ►Z< NWL
e. Vegetation on tract
Red Cedar, Wax Myrtle, Black Needle Rush, Salt Medow Cordgrass.
f. Man-made features and uses now on tract
Existing fishouse consists of existing bulkhead around permiter of concrete foundation with block and wood frame
construction. Existing wood docking around fishhouse. Existing wood docks and platforms located thoughout property.
There is rock and concrete rip -rap at varios locations on the property. See existing condtion sheets 1. `'
g. Identify and describe the existing land uses adiacent to the proposed
project site.
with other commercial business in the area. There are a few
Emergency Ferry System.
The existing land use is dominated by commercial fishing
residential buildings in the adjacent area and the NCDOT
h. How does local government zone the tract?
SP-C, Special Commercial
i.
Is the proposed project consistent with the applicable zoning?
(Attach zoning compliance certificate, if applicable)
►Yes [No DNA
j. Is the proposed activity part of an urban waterfront redevelopment proposal?
•Yes No
k. Has a professional archaeological assessment been done for the tract?
If yes, by whom?
If yes, attach a copy. ❑Yes ®No ❑NA
I. Is the proposed project located in a National Registered Historic District
National Register listed or eligible property?
or does it involve a ■Yes No ■ NA
Form continues on next page>
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Form DCM MP-1 (Page 3 of 4)
APPLICATION for
Major Development Permit
DEC 1 7 2021
m. (i) Are there wetlands on the site?
(ii) Are there coastal wetlands on the site? '- ("� j E
C:.yv ,A' L"ate
(iii) If yes to either (i) or (ii) above, has a delineation been conducted?
(Attach documentation, if available)
(1 Yes ■ No
►�1 Yes • No
■ Yes No
n. Describe existing wastewater treatment facilities.
Off site wastewater treatment facility available for Stumpy Point and this commercial area.
treatment plant located at 98 Bayview Drive, Stumpy Point.
Stumpy Points water and sewer
o. Describe existing drinking water supply source.
Public water supply
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 ❑PubiiclGovernment
►� Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
The reconstruction of the existing fishhouse and docking will provide additional infrastructure for the existing commercial
fishing industry in the area. Additional concrete an rock rip -rap is being proposed around the perimeter of the 3.98 acre
parcel to provide shoreline protection of the parcel and continued safe protected harbour for the commercial fishing vessel's.
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.
All construction material will be delivered to the asphalt area on the east side of the property adjacent to Hwy 264. Material
will be transported in by backhoe and a small excavator. Temporary matting may be used to cross wetland area if needed.
Equipment will be stored onsite during construction.
d. List all development activities you propose.
Installation of concrete and rock rock rip -rap along shoreline and repair and/or replace docks and platforms at 104 Log
Storage Road. Re -build existing fish house building and docks at 103 Hwy 264.
e. Are the proposed activities maintenance of an existing project, new work, or both? Both
f. What is the approximate total disturbed land area resulting from the proposed project? 9,450 ®Sq.Ft or ❑Acres
g. Will the proposed project encroach on any public easement, public accessway or other area ['Yes EiNo DNA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
There is surface runoff from existing fish house building to the adjacent harbor. The existing building footprint will not change
therefore, there is no additional discharge to waters of the state.
i. Wiiil wastewater or stormwater be discharged into a wetland? ❑Yes No DNA
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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252-808-2808 .. 1-888-4RCOAST www.n.ccoastalmanagcrnent.::et

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) — (f) 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 ()title 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 NCDOT - Brian Doliber NCDOT Ferry Division Phone No. 252-621-6251
Address 159 Lucinda Lane, Powells Point, NC 27966
Name Dare County - Bobby Outen, County Manager Phone No.
Address PO Box 1000, Manteo, NC 27954
Name Robert & Noami Midgett Phone No.
Address 178 Bayview Drive, Stumpy Point, NC 27978
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
General Permit #79380, issued 07/29/21
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. 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 12/08/21 Print Name _Doug Dorman, Consultant
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
DCS72021
2;`r1-808-2808 :: 1-888-4€xCOAST www.nccoastalmanagement.net

li
•
Form DCM MP-2
EXCAVATION and FILL
(Except for bridges and culverts)
JAN io[J
Attach this form to Joint Application for CAMA Major Permit, Form DCM M P-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
Channel
(NLW or
NWL)
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
Breakwater
Other
(excluding
shoreline
stabilization)
Length
Width
Avg. Existing
Depth
NA
NA
Final Project
Depth
NA
NA
1. EXCAVATION
®This section not applicable
a. Amount of material to be excavated from below NHW or NWL in
cubic yards.
c. (i) Does the area to be excavated include coastal wetlandslmarsh
(CV). submerged aquatic vegetation (SAV), shell bottom (Se),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB
❑WL ['None
(ii) Describe the purpose of the excavation in these areas:
b. Type of material to be excavated.
d. High -ground excavation in cubic yards.
2. DISPOSAL OF EXCAVATED MATERIAL ®This section not applicable
a. Location of disposal area.
c. (i) Do you claim title to disposal area?
❑Yes ❑No DNA
(ii) If no, attach a letter granting permission from the owner.
e. (i) Does the disposal area include any coastal wetlandslmarsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
DCW OSAV ❑SB
❑Wl. ['None
(ii) Describe the purpose of disposal in these areas:
b. Dimensions of disposal area.
d. (i) Will a disposal area be available for future maintenance?
Dies ❑No ❑NA
(ii) If yes, where?
f. (i) Does the disposal include any area in the water?
['Yes ❑No DNA
(ii) If yes, how much water area is affected?
252-808-2808 ;: 1-888-4RCOAST :; www.nccoastalmanagement.net revised: 12126)06

Form DCM MP-2 (Excavation and Fill, Page 2 of 3)
3. SHORELINE STABILIZATION
(If development is a wood groin, use MP-4 — Structures)
['This section not applicable
a. Type of shoreline stabilization:
®Bulkhead ORiprap ❑BreakwaterlSill ❑Other:
c. Average distance waterward of NHW or NWL: Bulkhead 2', 8' rip -
rap
e. Type of stabilization material:
Wood or vinyl Bulkhead. Concrete, marl, or granite riprap
9
Number of square feet of fill to be placed below water level.
Bulkhead backfill 490 sf Riprap 10,500 sf
BreakwaterlSill Other
Source of fill material.
Trucked in from local source.
b.
Length: 225 feet bulkhead replacement, 780' rip -rap, 450'
revetment
Width: 1' at bulkhed, 10' feet rip -rap. 6' revetment
d. Maximum distance waterward of NHW or NWL: 10'
f. (i) Has there been shoreline erosion during preceding 12
months?
®Yes ❑No DNA
(ii) If yes, state amount of erosion and source of erosion amount
information.
5 feet. Field observations
h. Type of fill material.
Clean sand, concrete, marl, granite
4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization)
®This section not applicable
a.
(i) Will fill material be brought to the site? ❑Yes ❑No DNA
If yes,
(ii) Amount of material to be placed in the water
(iii) Dimensions of fill area
(iv) Purpose of fill
b.
(i) Will fill material be placed in 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 [hone
(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
controlled?
N/A
c. (i) Will navigational aids be required as a result of the project?
❑Yes No DNA
(ii) If yes, explain what type and how they will be implemented.
09/17/21
Date
Midgett
b. What type of construction equipment will be used (e.g., dragline,
backhoe, or hydraulic dredge)?
Backhoe, excavator.
d. (i) Will wetlands be crossed in transporting equipment to project
site? El Yes No DNA
(ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
Project Name
Authorized agent - Doug Dorman
Applicant Name
252-808-2808 1.888.4RCOAST :: www.nceoastaimanagement.net revised: 12/26/06

.D17,p :>' '; . li- xcavation and Fill, Page 3 of 3)
Applicant Signature
JAN a 5 Z02i
DMj..^EC
252-808-2808 :: 1-888-4RCOAST :. www.nccaastaimananement.net revised: 12/26;06

Form DCM MP-3
UPLAND DEVELOPMENT
(Construction andfor 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
proposed.
Re -construction of existing fish house building and docking
c. Density (give the number of residential units and the units per
acre).
1 existing unit. 4,550 sf
e. If the proposed project will disturb more than one acre of land, the
Division of Land Resources must receive an erosion and
sedimentation control plan at least 30 days before land -disturbing
activity begins.
(i) If applicable, has a sedimentation and erosion control plan been
submitted to the Division of Land Resources?
❑Yes No DNA
(ii) If yes, list the date submitted:
b. Number of lots or parcels.
2
d. Size of area to be graded, filled, or disturbed including roads,
ditches, etc.
9,450 sf
f. List the materials (such as marl, paver stone, asphalt, or concrete)
to be used for impervious surfaces.
Concrete, Roofing material
g. Give the percentage of the tract within the coastal shoreline AEC to h.
be covered by impervious and/or built -upon surfaces, such as
pavement, building, rooftops, or to be used for vehicular driveways
or parking.
65%
i. Give the percentage of the entire tract to be covered by impervious
and/or built -upon surfaces, such as pavement, building, rooftops,
or to be used for vehicular driveways or parking.
65%
j. Describe proposed method of sewage disposal.
Stumpy Point central wastewater system
I. Describe location and type of proposed discharges to waters of the
state (e.g., surface runoff, sanitary wastewater, industrial/
commercial effluent, "wash clown" and residential discharges).
Surface runoff
Projects that require a CAMA Major Development Permit may also
require a Stormwater Certification.
(i) Has a site development plan been submitted to the Division of
Water Quality for review?
Oyes ONo ❑NA
(ii) If yes, list the date submitted:
k. Have the facilities described in Item (i) received state or local
approval?
Dies No DNA
If yes, attach appropriate documentation.
m. Does the proposed project include an innovative stormwater
design?
❑Yes No ❑NA
If yes, attach appropriate documentation.
DEC 1%2C21
---
2 .808-28082 :: 1-8 8-4RCOAST :. www.nccoastalmanagement.net revised: 12/26/06

Form privt NIP (Upland flevelopment, Page 2 of 2)
m. Describe proposed drinking water supply source (e.g., well,
community, public system, etc.)
Public Water Supply
o. When was the lots) platted and recorded?
Dare County records indicate 1940 for 103 Hwy 264.
Dare County records indicate June 6, 1956 for 104 Log
Storage Road.
n. (i) Will water be impounded? ❑Yes No ❑NA
(ii) If yes, how many acres?
p. If proposed development is a subdivision, will additional utilities be
installed for this upland development?
❑Yes ❑No ®NA
12/08/21
Date
Midgett
Project Name
Agent - Doug Dorman
Applicant Name / 3
• pplicant"5ignature
DEC i 7 n21
'52-808-2808 :: 1-888-4RCOAST :: www.nccoastalmanagement.net revised: 12126/06

Form DCM MP-4
STRUCTURES
(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.
1. DOCKING FACILITY/MARINA CHARACTERISTICS ❑This section not applicable
a. (i) Is the docking facility/marina: b. (i) WII the facility be open to the general public?
Commercial ❑Public/Government ®PrivateICommunity ❑Yes No
c. (i) Dock(s) and/or pier(s)
(ii) Number 4
(iii) Length 104 Log Storage - 40', 74', 62',
Fish House - 75', 40', 36'
(iv) Width Loq Storage - all 6'.
Fish House- 12'-14', 11', 17'
(v) Floating ❑Yes ®No
e. (i) Are Platforms included? ®Yes ❑No
If yes:
(ii) Number 2
(iii) Length 20' & 30'
(iv) Width 20' & 12'
(v) Floating ❑Yes No
Note: Roofed areas are calculated from dripllne dimensions.
g
(i) Number of slips proposed
0
(ii) Number of slips existing
10
i. Check the proposed type of siting:
❑ Land cut and access channel
Open water; dredging for basin andlor channel
®open water; no dredging required
['Other; please describe:
d. (i) Are Finger Piers included? ®Yes ❑No
If yes:
(ii) Number 1
(iii) Length 8'
(iv) Width 2'
(v) Floating ❑Yes No
f. (i) Are Boatlifts included? ❑Yes No
if yes:
(ii) Number
(hi) Length
(iv) Width
h. Check all the types of services to be provided.
❑ Full service, including travel lift andlor rail, repair or
maintenance service
❑ Dockage, fuel, and marine supplies
® Dockage ("wet slips') only, number of slips: 10
❑ Dry storage; number of boats:
❑ Boat ramp(s); number of boat ramps:
❑ Other, please describe:
j. Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types).
Commerial fisinq vessels
k. Typical boat length: 30'-50' I. (i) Wilt the facility be open to the general public?
252-808-2808 :: 1-888-4RCOAST :: www.nccoastaftrtianagement.net revised: 12127106

Form DCM MP-4 (Structures, Page 2 of 4)
m. (i) Will the facility have tie pilings?
®Yes ❑No
(ii) If yes number of tie pilings?
13
plies No
2. DOCKING FACILITY/MAR1NA 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 patrons; Number: ; Location:
❑ Showers
❑ Boatholding tank pumpout; Give type and location:
b. Describe treatment type and disposal location for all sanitary wastewater.
c. Describe the disposal of solid waste, fish offal and trash.
d. How will overboard discharge of sewage from boats be controlled?
e. (i) Give the location and number of "No Sewage Discharge" signs proposed.
(ii) Give the location and number of "Pumpout Available" signs proposed.
f. Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products.
g. Where will residue from vessel maintenance be disposed of?
h. Give the number of channel markers and "No Wake" signs proposed.
i. Give the location of fuel -handling facilities, and describe the safety measures planned to protect area water quality.
j. What will be the marina policy on overnight and live -aboard dockage?
k. Describe design measures that promote boat basin flushing?
252-808-2808 :: 1.888-4RCOAST :: www.nccaasialmanagement.net revised; 12/27/06

Form DCM MP-4 (Structures, Page 3 of 4)
I. If this project is an expansion of an existing marina, what types of services are currently provided?
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 marinaldocking 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 ❑None
p. Is the proposed marina/docking facility located within or within close proximity to any shellfish leases? Yes No
if yes, give the name and address of the leaseholder(s), and give the proximity to the lease.
13. BOATHOUSE (including covered lifts)
®This section not applicable 1
a. (i) Is the boathouse structure(s):
❑Commercial ❑PubliclGovernment ❑Private/Community
(ii) Number
(iii) Length
(iv) Width
Note: Roofed areas are calculated from dripline dimensions.
14. GROIN (e.g., wood, sheetpile, etc. if a rock groin, use MP-2, Excavation and Fill.) This section not applicable I
a. (i) Number
(ii) Length
(iii) Width
5. BREAKWATER (e.g., wood, sheetpile, etc.)
a. Length
c. Maximum distance beyond NHW, NWL or wetlands
[6. MOORING PILINGS and BUOYS
a. Is the structure(s):
❑Commercial ❑PubliclGovernment ❑Private/Community
c. Distance to be placed beyond shoreline
Note: This should be measured from marsh edge, if present.
®This section not applicable
b. Average distance from NHW, NWL, or wetlands
®This section not applicable
b. Number
d. Description of buoy (color, inscription, size, anchor, etc.)
252-808-2808 :: 1.888-4RCOAST :: vvww.nceoestalmanagement.net
revised: 12127iO6

Form ©CM MP-4 (Structures, Page 4 of 4)
e. Arc of the swing None
7. GENERAL
a. Proximity of structure(s) to adjacent riparian property lines
Fish house dock 19' to Robert Midgett, 5' to Dare County
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
b. Proximity of structure(s) to adjacent docking facilities.
Finger Pier at 104 Log Storage Road connects to Dare
County bulkhead.
c. Width of water body d. Water depth at waterward end of structure at NLW or NWL
Stumov Point Bay by fish house 275 wide at 103 Hwv 264. 6'-10'
Stumpy Point Bay from shoreline of 104 Loq Storage Road
2 miles.
e. (i) Will navigational aids be required as a result of the project?
DYes ®No DNA
(ii) If yes, explain what type and how they will be implemented.
8. OTHER ®This section not applicable
a. Give complete description:
09/17/21
Date
Midgett Property
Project Name
Doug Dorman -agent
Applicant Name
7L9 Mt44
Applicant Signature
JAN 05 2.021
CM -LC
252-808-2808 :: 1.888-4RCOAST :: www.nccoastalmanagement.net revised: 12/27106

c
APPROVED
0 DARE COUNTY
LAND TRANSFER T
\e o. - 55-JD
6 LD
Prep by and return to: DARE
MISA : S: YNOR, Attorney at Law COUNTY
PO Box
Belhaven, i 27810
LT 065 _
Recorded: 04/15/2020 04:14:36 PM
BY: TONI MIDGETT
Cheryl L House, Register of Deeds
Dare County, NC
Fee Amt $26.00 NC Excise Tax: $124.00
BOOK 2369 PAGE 270 (3)
700076709
REAL ESTATE
TRANSFER TAX
They operty herein conveyed is not the primary residence of a Grantor.
TAX PARCEL: 023989000 TAX PIN: 975216-84-1773
TRANSFER TAX: $620.00
REVENUE STAMPS: $124.00
STATE OF NORTH CAR
A
D
SEP Z3'-i
COUNTY OF DARE WARRANTY DEED
THIS DEED made and Otered into this Ilk day of April 2020 by and between
JAMES D. NICHOLAS and wifeeJUNE C. NICHOLAS, 11101 Cedar Lane, Kingsville,
Maryland 21087, hereinafter refer to as GRANTORS; to LUKE MIDGETT, DBA N-
SEINE SEAFOOD, 105 Hwy 264, campy Point NC 27978, hereinafter referred to as
GRANTEE.
WITISSETH:
That the said Grantors in consider::. , n of the sum of TEN DOLLARS ($10.00) and
other good and valuable consideration to the, in hand paid by said Grantee, the receipt of
which is hereby acknowledged, have bargain t nd sold, and by these presents, do bargain,
sell and convey unto the said Grantee, his heir d assigns, the following parcel or tract of
land in the State of North Carolina, County of Dare, Croatan Township, Village of Stumpy
Point, and more particularly described as follows:
BEGINNING AT A POINT, which poin located the following courses and
distances from NCGS Monument "TO " (N — 724,187.77' and E-
2,957834.00'): North 24 degrees 45' 40" E 591.77 feet to a MAG Nail;
thence cornering and running South 82 &gees 45' 13" East 57.19 feet to the
POINT OF BEGINNING; thence from said OF BEGINNING and
running North 17 degrees 16' 04" East 38.93 �o a calculated point; thence
running, North 24 degrees 12' 35" East 30.25 fe a calculated point;
thence cornering and running South 76 degrees 35" East 7.77 feet to a
calculated point; thence cornering and running Nogtii 25 degrees 19' 19" East
0
�l,

(SEAL)
(SEAL)
S E P 2 3 2021
�0 12.18 feet to a calculated point; thence cornering and running South 70
`A-\ degrees 00' 10" East 59.65 feet to a calculated point; thence running South 70
\A.\ degrees 00' 10" East 10.86 feet to a calculated point; thence cornering and
\<" running South 21 degrees 05' 59" West 19.13 feet to a calculated point; thence
0 running South 21 degrees 05' 59" West 28.00 feet to a calculated point; thence
VI running South 41 degrees 32' 36" West 15.81 feet to a calculated point; thence
41) running South 30 degrees 21' 49" West 37.95 feet to a calculated point; thence
cornering and running North 51 degrees 14' 21" West 20.95 feet to a
calculated point; thence running North 65 degrees 14' 12" West 30.51 feet to a
0 calculated point; thence running North 62 degrees 57' 23" West 7.81 feet to a
calculated point; thence running North 30 degrees 07' 44" West 10.68 feet to
mil, the POINT OF BEGINNING, and being the same property designated "EX. 1
Y STORY BLDG ON PILES," on that survey entitled in part, "Lot Survey for:
ta
2 mes & June Nicholas," dated March 13, 2014, prepared by J.H. Miller, Jr.,
, which survey is recorded in Book 1955 Page 118 and incorporated
in by reference.
This is the same property conveyed to James D. Nicholas and wife, June C.
Nicholas by deed dated March 14, 2014 and recorded in Book 1955 Page 118
in the De.Q County Register of Deeds.
TO HAVE AND
appurtenances thereunto
HOLD the aforesaid parcel or tract of land and all privileges and
nging unto the said Grantee, his heirs and assigns forever.
The Grantors covenant frith the Grantee that they are seized in fee simple of the
land above described and have(bod right and title to convey the same; that the same is free
and clear of all liens and encumkMances and they will forever warrant and defend the title
to the same against all lawful clams and demands whatsoever, with exception to the
following: Ad Valorem taxes for tlIcurrent year; easements and restrictions of record;
any local, county, state or federal laws, rdinances, or regulations relating to zoning,
environment, subdivision, occupancy,, construction, or development of the subject
property, including existing violations Raid laws, ordinances, or regulations,.
IN WITNESS WHEREOF, the
their seals this the day and year first
rs have h • unto :: t , it hands and affixed
E C. NICHO
STATE OF flA 1=1 N �
COUNTY OF <
0
'CA`
I, /D14 C Cl9 N OP , a Notary Public, of the aforesa Bounty and State, do
0

0 hereby certify that JAMES D. NICHOLAS and JUNE C. NICHOLAS personally appeared
before me this day and acknowledged the due execution of the foregoing Deed.
� ' WITNESS my hand and Notarial. Seal, thishe f day of April 2020.
c
NOTARY PUBLIC
My`ommission Expires:
0
0,10
d
0
0
SEP232021
F

0
Yam
DARE �.
COUNTY
LTLr7/j7.
REAL ESTATE
TRANSFER TAX
Recorded: 12/07/2016 03:10:43 PM
BY: Toni Midgett
Vanzolla McMurran, Register of Deeds
pare County, NC
Fee Amt $26.00 NC Excise Tax: $460.00
600K 2137 PAGE 284 (3)
700033255 uiii
Prepared by®d return to: Linda H. McCown, McCown & McCown, P.A., PO Box 729, 708 N. Hwy 64/264, Manteo,
NC 27954 Ci
Delinquent taxe A any, are to be paid by the closing attorney to the County Tax Collector upon disbursement of
proceeds. !�
LAND TRANSFERYAX NO: 4366-16
LAND TRANSFER PAXC S2,400.00
Excise Tax: S480.00
6
NORTH CAROLINA, C dNTY OF DARE
PARCEL # 023990000
Brief Description for dux: Metes & Bounds Parcel located on
- 104 Log Storage Road, Stumpy Point
1
NORTH CAROLINENERAL WARRANTY DEED
THIS DEED made this the 5th 0 day of December , 2016, by and between
William D. Hooper, Trustee of The Hoo Irrevocable Trust Agreement, Grantor, of 301
Wallace Street, Kill Devil Hills, NC 27948, V,1Jonathan Luke Midgett and wife, Trudy R.
Midgett, Grantees, of 184 Bayview Drive, Stunftz Point, NC 27978;
The designation Grantor and Grantee as use 'herein shall include said parties, their heirs,
successors, and assigns, and shall include singular, plural, masculine, feminine or neuter as required
by context.
WITNESSET
0
That the Grantor, for a valuable consideration paid byHGrantee, the receipt of which is
hereby acknowledged, has and by these presents does grant, ain, sell and convey unto the
Grantee in fee simple, all that certain lot or parcel of land situateden the Village of Stumpy Point,
Croatan Township, Dare County, North Carolina and more particultly.. described as follows:
See Exhibit A attached hereto and made a part hereof
The Property hereinabovc described was acquired by Grantor by in�?f ument recorded in
Book 2128 at Page 270, Public Registry of Dare County, North Car T a.
All or a portion of the property herein conveyed does not include the primat`y�esidence of the
Grantor.
17,1 ' .,..
SEP 2 3 2021
D M v C

.e>O
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges ikppurtenances thereto belonging to the Grantee in fee simple. And the Grantor covenants with the
G a( tee, that Grantor is seized of the premises in fee simple, has the right to convey the same in fee
sintpie, that title is marketable and free and clear of all encumbrances, and that the Grantor will
warm nd defend the title against the lawful claims of all persons whomsoever except for the
except%ns hereinafter stated.
Ti o the property herein above described is subject to the following exceptions:
Eases and restrictions of record.
IN WITNESS WHEREOF, the Grantor has hereunto set his hand and seal, the day and year
first above written.
Vv&9- 4 tt�- h SEAL)
William D. Hooper,Trust e of The Hooper
p
Irrevocable Trust Agreement
0
I ,n C i xcs ,aN Public for lyrre !1 County, North
Carolina, do hereb fj certify that 1,e4.., Within D. Hooper,CTrustee of The Hooper Irrevocable Trust
Agreement, personally appeared before me this day and acknowledged the due execution of the
foregoing instrument.
Witness my hand and official seal or stamp, this �J�R , day of ►+n i e_i- , 2016.
STATE OF NORTH CAROLINA
COUNTY OF DARE
(Seal -Stamp)
Public
_ My commission ex rigs: / a -)0 -1 9
S E P 2 3 2021
0
�� r% rR
lv��X`
PENNY C. BEASLEY
NOTARY PUBLIC
Tyrrell County
North Carolina

EXHIBIT A
0
BEGINNIN l a stake or other marker, said point being designated "F" on a certain map of the
Lake Worth a .tumpy Point Harbor improvement made by K. R. Sinclair, Registered Surveyor,
attached thereto •o,c+ made apart of those certain deeds between Dare County and Horace B Hooper,
Sr. et ux, dated lust 29, 1971, and August 30, 1971, and duly filed for record in the Public
Registry of Dare Cokrtity, North Carolina; and running thence from said beginning point South 22
deg. 30 min. West a distance of 52.50 feet to a point; and thence continuing South 22 deg. 30 min.
West a distance of 87.50 feet to a point, said point being marked "G" on the aforesaid map or plat;
and running thence North deg. 30 min. West a distance of 26.5 feet to a point in the top of the
spoil bank; thence followii the spoil bank in a general Southwesterly direction to its Southwest
comer; thence crossing alo ehe shore line and the edge of said spoil bank in a Northwesterly
direction to its Northwestern pkA t of intersection with he water's edge of the channel; and thence
following the channel in a generk Northeasterly direction to a point which is North 67 deg. 30 min.
West from Point C; and running thrice South 67 deg. 30 min. East to Point C on said map; running
thence South 67 deg. 30 min. East £'stance of 113.5 feet to a point; and running thence North 39
deg. 31 min. East a distance of 91.4 et to a point running thence North 22 deg. 30 min. East a
distance of 52.50 feet to Point F, the p mD or place of beginning.
Being that portion of the land which extendeiouthwestwardly from the Points C, F and G as shown
on the aforesaid map or plat and bounded otCte East, West, and South by the channel areas.
,e\-` S E P 2 3 2021
m
DC -
0
c��

MAJOR PERMIT FEE MATRIX
_Applicant: Luke & Trudy Midgett; N-Seine Seafood
Selection
Development Type
Fee
(14300
DCM %
1601 435100093 1625
6253)
DWQ %
(24300 1602 435100095
2341)
I. Private, non-commercial
development that does not
involve the filling or
excavation of any wetlands
or open water areas:
$250
,
100% ($250)
0% ($0)
II. Public or commercial
development that does not
involve the filling or
excavation of any wetlands
or open water areas:
$400
100% ($400)
0% ($0)
Major Modification to a
CAMA Major permit
A
$250
100% ($250)
0% ($0)
III. For development that
involves the filling and/or
excavation of up to 1 acre
of wetlands and/or open
water areas, determine if A,
B, C, or D below applies:
Ill(A). Private, non-
commercial development, if
General Water Quality
Certification No. 4175 (See
attached) can be applied:
$250
100% ($250)
0% ($0)
®
III(B). Public or commercial
development, if General
Water Quality Certification
No. 4175 (See attached)
can be applied:
$400
100% ($400)
0% ($0)
III(C). If General Water
Quality Certification No.
4175 (see attached) could
be applied, but DCM staff
determined that additional
review and written DWQ
concurrence is needed
because of concerns
related to water quality or
aquatic life:
$400
60% ($240)
40% ($160)
III(D). If General Water
Quality Certification No.
4175 (see attached) cannot
be applied:
$400
60% ($240)
40% ($160)
IV. For development that
involves the filling and/or
excavation of more than
one acre of wetlands and/or
open water areas:
$475
60% ($285)
40% ($190)

PAMLICO SOUND
VICINITY MAP N.T.S.
PAMILICO SOUND
4
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ca rz
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404 WETLANDS
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DATE: 09/17/21

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DRAWN BY: DAD
FILE: MIDGETT
nl
12/12/21, 01 /04/22
DATE: 09/17/21

- EXISTING RIP -RAP
g
- PROPOSED RIP --RAP
- 404 WETLAND LINE
30' DCM BUFFER LINE
I I I
A
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GRAPHIC SCALE
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REVISED: 12/12/21,
DATE: 09/17/21

PROPOSED FISH HOUSE
0 IN
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REVISED: 12/12/21,
DATE: 09/17/21