20210547 Ver 1_CAMA Application_20210226

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
BRAXTON C. DAVIS
Director
February 26, 2021
MEMORANDUM.
NORTH CAROLINA
Environmental Quality
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/Dredge & Fill Application Review
Applicant: Charles and Doris Hudnall
Project Location: 226 Mulberry Hill Lane in Chowan County
Proposed Project: Bulkhead replacement and repair storm damaged pier
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to GreggBodnarat the address above by March 19, 2021. If you have any questions
regarding the proposed project, contact Cynthia Rountree (252-264-3901, ext. 234) 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**
PRINT NAME
AGENCY
SIGNATURE
DATE
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.
NOfli ri D E Q
om�//
ibwrtnent of &rvhmvyvtfer qwi�
North Carolina Department of Environmerntal Quality I Division of Coastal Management
Elizabeth City Office 1 401 South Griffin Street, Suite 300 1 Elizabeth City, North Carolina 27909
252,264.3901

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Charles and Doris Hudnall
2. LOCATION OF PROJECT SITE: 226 Mulberry Hill Lane, Edenton, Chowan County,
adjacent to Albemarle Sound
Latitude: 36' 0'32.13"N Longitude: - 76°31'57.57"W
3. INVESTIGATION TYPE: CAMA & Dredge and Fill
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit — July 17, 2020
Was Applicant Present — yes
5. PROCESSING PROCEDURE: Application Received Complete — February 22, 2021
Office — Elizabeth City
6. SITE DESCRIPTION:
(A) Local Land Use Plan — Chowan County
Land Classification From LUP — R-25 Medium Density Residential
(B) AEC(s) Involved: Public Trust Area, Estuarine Waters, Estuarine Shorelines
(C) Water Dependent: Yes
(D) Intended Use: Private/Community
(E) Wastewater Treatment: Existing — on site septic system
Planned - NIA
(F) Type of Structures: Existing — Single family residence, bulkhead, pier,
boathouse with a boatlift, riprap
Planned - replacement bulkhead, repairs to dock
(G) Estimated Annual Rate of Erosion: NIA
Source -
7. HABITAT DESCRIPTION: [AREA]
DRFDGFD FILLED SHADED
(A) Shallow Bottom (EW, PTA)
735 sgft
(B) Open Water (EW, PTA)
(C) High Ground (ES)
3,340 sqft
(D) Total Area Disturbed: 4,075 square feet
(E) Primary Nursery Area: No
(F) Water Classification: SB Open to shellfishing: No

Charles and Doris Hudnall
Field Investigation Report
Page 2
PROJECT SUMMARY:
The applicant proposes to construct a replacement bulkhead two feet waterword of the existing
alignment for 104 feet and seven feet out for 81 feet. Additionally, repairs are proposed to an
existing storm damaged docking facility.
Proiect Setting
The property proposed for development is located at 226 Mulberry Hill Lane in Chowan County
and consists of approximately 54,014 square feet or 1.24 acres, and is adjacent to the
Albemarle Sound. The property currently contains a single family residence, a storm damaged
pier with a platform and boatlift, a failing bulkhead and riprap along the shoreline. The property
to the east is a single family residence and the property to the west is a vacant lot.
Vegetation on the site includes, but is not limited to, indigenous yard grasses, ornamental
Shrubs and trees. Soil Types include Yeopim Loam (YeB) and Chapanoke Silt (Ch). The
property has an elevation of approximately 4-11 feet above normal water level (NWL) along the
shoreline.
The shoreline is 185 feet in length and is irregularly shaped due to that approximately half the
width of the property is recessed approximately 22 feet landward of the other half. It has been
hardened by a failing bulkhead along its entirety and riprap exists in front of approximately 81
feet. The water classification for this area is Primary Recreation, Salt Water (SB), and are
coastal waters that are closed to shellfishing. The water depths along the alignment average -
3.5 feet. Submerged Aquatic Vegetation (SAV) was not observed growing within the proposed
alignment.
Development Proposal
The applicant proposes to replace an existing 185 foot bulkhead 2 foot out from the
existing alignment along 104 feet of the bulkhead and 7' along the other 81 feet. The
existing riprap will be removed and used as backfill material. The applicant also proposes
to replace the 16 foot by 16 foot platform that was destroyed by Hurricane Isaias as well as
make minor repairs to the existing boathouse, boatlift and raise the existing 62 foot by 6
foot pier using the existing piles. Bulkheading and tie -back installation will require a
disturbance area 20 foot landward of the existing bulkhead.
Anticipated Impacts
The proposed development will result in the filling of 735 square feet of Estuarine Waters and
Public Trust Areas of Environmental Concern. It will also result in the disturbance of 3,340
square feet of Estuarine Shorelines Area of Environmental Concern. Temporary turbidity will
possibly occur during construction.
Submitted by: Cynthia Rountree
Date: 2/22/21

MAJOR PERMIT APPLICATION - BULKHEAD REPLACEMENT RECEIVE®
CHARLES & DORIS HUDNALL FEB 2 2 2021
226 MULBERRY HILL LNDCM-EC
EDENTON, NC 27932
1. HISTORY
a. In 1999 when we first considered purchasing lot 87 in Mulberry Hill Plantation, most
waterfront lots, including Lot 87, were 100 feet wide. Since Lot 87 was, at the time, the last
building lot on the east end, the existing bulkhead ran about 13' beyond the boundary (see black
line on Drawing # 1).
There was, however, another 60 foot parcel on the east end of the development and we
negotiated with the Wood family to purchase this section also. This 60 feet of waterfront had no
shoreline stabilization at the time. The purchase of the full, expanded lot was completed on June
23, 1999. A copy of the deed is included in this package
b. On or about July 12, 2000, after consulting with a CAMA representative, we had
approximately 163 tons of rip -rap delivered and placed on the unprotected 60' of waterfront.
(See green circles on the Drawing #1).
c. In July, 2004, we built a 64' pier with a 16xl6' platform and a 24' x 12' boat lift. Work was
done by Cahoons Marine Construction (from Bath, NC?), under CAMA General Permit
A38265. (See Drawing #2)
d. During the 4-5 years after we purchased the lot and built a house, the riparian neighbor on the
east showed little interest in their property and refused to make any effort to stabilize the
shoreline. Numerous storms were eroding their lot at a rapid rate, averaging about 8 feet per
year. By 2005, this erosion was threatening our property, possibly even our house. In July,
2005, Joe Riddick Marine Construction, Hertford, NC, installed a new bulkhead across our
remaining 45-50 feet of waterfront, and installed a wing wall of approximately 40 feet back into
our lot along the property line. This work was done under CAMA General Permit A40888. (See
red line on Drawing #2). In order to install the waterfront bulkhead, Riddick moved most of the
existing rip -rap to the west (see red dots on Drawing #2).
e. No further additions were made between 2005 and 2020. The adjoining properties on each
side of us have changed ownership. Tommy Wood, on the east, has added a bulkhead to
stabilize that lot. Paul Halla, on the west, has recently installed a new vinyl bulkhead and our
proposed design is similar to his.

II. PROPOSED PROJECT
a. REPLACEMENT OF BULKHEAD
RECEIVED
FEB 2 2 2021
DCM-EC
From what I have seen in this neighborhood, nearly everyone is facing the same set of
problems. The current bulkheads are aging and beginning to fail; the mean water level is at least
12" higher than it was fifteen years ago; even minor storms create significant overwash into the
lot; and we seem to get more "named" storms than in years past. My five closest neighbors to
the west have all replaced their bulkheads within the past two years.
On the western half of the lot, my proposal is to install a vinyl bulkhead, one -to -two feet
outside the current bulkhead, and approximately two feet higher than the current bulkhead.
These dimensions will allow a seamless joint with my western riparian neighbor's new bulkhead.
The reason that I am making a MAJOR PERMIT application is that I propose to build the
western portion of the new bulkhead outside some existing rip -rap. This rip -rap is both above
and below the waterline and is outside the current bulkhead. In this position, the rip -rap provides
no significant benefit. It no longer improves waterfront stabilization; but it seems to attract and
trap any trash or fallen trees moving up and down the shoreline, and it provides stepping stones
for waves to overwash the bulkhead. The one beneficial purpose for which I can use the rip -rap
is to provide 30-40% of the fill material that would be required behind the proposed bulkhead.
Specifically, on the eastern half of the lot, I propose to build the new bulkhead parallel to the
existing bulkhead, and 7 feet outside the current bulkhead. A short distance before reaching the
property line on the east, we will turn the bulkhead 90 degrees to the north to meet the old
bulkhead. We will extend this northward section through the old bulkhead and approximately
ten feet into our yard to provide protection from east wind and waves. See Drawing #3.
This eastern section will create a "fill -area" of approximately 565 sq ft. behind the new
bulkhead, to be back -filled with new soil and the existing rip -rap.
. Drawing 94 shows a cross-section of the proposed bulkhead, with water depths and the height
of the current and proposed bulkhead.

RECEIVED
II. PROPOSED PROJECT (continued)
F EB 2 2 2021
b. REPAIR OF PIER, W/ PLATFORM and BOAT LIFT DCM-EC
As previously mentioned, we have had this structure since 2004. Hurricane Isaias severely
damaged a large portion of it. Only the boat lift appears to still be largely intact.
The platform was demolished; the only pieces remaining are the pilings upon which the
platform was built.
The walkway providing access to the platform and to the boatlift has been damaged
extensively. Several 8-foot sections are gone entirely and several other support beams are
broken.
While this will largely be a repair project, there are some design changes that I will mention.
Since the new bulkhead will be roughly two feet higher than the current bulkhead, I propose to
also raise the walkway by two feet. This will allow the walkway to clear the bulkhead, and more
importantly, put the walkway two feet higher above the waves. The second change is that I plan
to use "thru-flow" type of decking to lessen the destructive impact of the wave action. I have
previously used the "thru-flow" decking for the first fifteen feet of the pier and it has worked
very successfully.

RECEIVED
OTHER REQUIRED INFORMATION
FEB 2 2 2021
Wetland Delineation Approval
NIA - No wetlands within the area.
Stormwater Management Plan
There will be no increase in built -upon areas of the property.
Ocean and Inlet Hazard Notices
The project does not fall within any oceanfront or inlet areas.
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.

BOB MP-1
APPLICATION for -�.
Major Development Permit BAN 15 2021
(last revised 12I27106j �-y�p AO�
North Carolina I ASTAL MANAGEMENT
1. Primary Applicant(Landowner Information
Business Name
Project Name (if applicable)
NIA
HUDNALL VINYL BULKHEAD
Applicant 1: First Name
MI
Last Name
CHARLES
W
HUDNALL
Applicant 2: First Name
Mt
Last Name
DORIS
E
HUDNALL
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
PO Box
City
State
226 MULBERRY HILL LN
NIA
Edenton
NC
ZIP Country Phone No.
FAX No.
27932 9257 US 252 - 333 - 2228 ext.
NONE - -
Street Address (if different from above)
City
State
ZIP
SAME
-
Email
[e-mail]
2. Agent/Contractor Information
Business Name
NIA
Agent) Contractor 1: First Name
MI
Last Name
JOSEPH
E
RIDDICK
Agent) Contractor 2: First Name
MI
Last Name
NIA
Mailing Address
PO Box
City
State
167 RIVERSIDE DR
215
Hertford
NC
ZIP
Phone No. 1
Phone No. 2
27944
252 - 426--
1288 ext.
252 - 333 - 7854 ext.
FAX No.
Contractor #
252 426 1288
NIA
Street Address (if different from above)
City
State
ZIP
SAME
-
Email
NONE
<Form continues on back>
252-808-2808 .. 1-888-411RCOAST . www.nccaastalrnanagement.nret

Form DCM MP-1 (Page 2 of 4) RECEIVED APPLICATION for
Major Development Permit
4. Site Description
a. Total length of shoreline on the tract (ft.) b. Size of entire tract (sq.ft.)
185 54,014
c. Size of individual lot(s) d. Approximate elevation of tract above NHW (normal high water) or
NIA, I I NWL (normal water level)
(If many lot sizes, please affach additional page with a list) 4-11 ft ❑NHW or ®NWL
e. Vegetation on tract
RESIDENTIAL LAWN, 3 TREES, FOUNDATION SHRUBS
f. Man-made features and uses now on tract
RESIDENTIAL HOME with ATTACHED GARAGE, DRIVEWAY, PIER WBOAT LIFT, WOODEN BULKHEAD
g. Identify and describe the existing land uses adjacent to the proposed project site.
EAST: BUILDING LOT- HEAVILY WOODED
WEST: RESIDENTIAL HOME
h. How does local government zone the tract? i. Is the proposed project consistent with the applicable zoning?
R25 (Attach zoning compliance certificate, if applicable)
❑Yes ❑No ®NA
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 ®NA
If yes, by whom?
I. Is the proposed project located in a National Registered Historic District or does it involve a ❑Yes ❑No ®NA
National Register listed or eligible property?
Form continues on next pages
252-808-2808 — 1-888-4RC OAST �ra��ne. r����st�:rnanagetrtee�t.tr�t

Form DCM MP-1 (Page 3 of 4)
APPLICATION for
RECEIVED
m. 0) Are there wetlands on the site?
(ii) Are there coastal wetlands on the site?
(iii) If yes to either (i) or (ii) above, has a delineation been conducted?
(Attach documentation, if available)
JAN 15
Major Development Permit
❑Yes ®No
❑Yes ®No
❑Yes ❑No
n. Describe existing wastewater treatment facilities.
HOME SEPTIC FIELD, LOCATED 160' MINIMUM FROM ALBEMARLE SOUND, ON NORTH SIDE OF OUR HOME
o. Describe existing drinking water supply source.
CHOWAN COUNTY WATER
P. Describe existing storm water management or treatment systems.
NATURAL DRAINAGE
5. Activities and Impacts
a. Will the project be for commercial, public, or private use?
❑Commercial ❑P
®PrivatelCommunity
b. Give a brief description of purpose, use, and daily operations of the project when complete.
REPLACE AGING BULKHEAD TO IMPROVE PROTECTION OF RESIDENTIAL LOT AND HOME,
REPAIR EXISTING 80' PIER AND 24' x 12' BOATLIFT, DAMAGED IN HURRICANE ISAIAS. BOATLIFT IS USED TO
HOUSE ONE PERSONAL WATERCRAFT, A 20' WELLCRAFT PLEASURE/FISHING BOAT.
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.
INSTALLATION OF NEW VINYL BULKHEAD SHEETS, DRIVEN INTO THE SANDY BOTTOM, RISING 4.5 FEET ABOVE
NWL (26" HIGHER THAN CURRENT BULKHEAD). PIER/BOATLIFT: REPAIR EXTENSIVE STORM DAMAGE TO
PLATFORM AND WALKWAYS. ONE EXCAVATOR AND ONE LANDSCAPE TRACTOR ON -SITE FOR 2-3 WEEKS.
d. List all development activities you propose.
INSTALLATION OF NEW BULKHEAD,
REPAIR OF PIER AND BOATLIFT.
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? 4800 ®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.
NATURAL RUNOFF OF RAINWATER. THIS PROJECT WILL NOT CHANGE THE CURRENT STATE.
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? ❑Yes ❑No ®NA
If yes, attach a mitigation proposal.
<Form continues on backs
252-808-2800 1-0$8-4RCOAST s. www.agccoastalm anagement.net

Form DCM MP-1 (Page 4 of 4) RECEIVED APPLICATION for
Major Development Permit
JAfl 15 2021
S. Additional Information
In addition to this completed application form, (MP-1) the following items below, if aff��Q st itted in order for the application
package to be complete. Items (a) — (0 are always applicable to any major developA'rel� �o se 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 PAUL HALLA, JR Phone No. 919-219-1612
Address 224 MULBERRY HILL LN; EDENTON, NC 27932
Name TOMMY & JANE WOOD Phone No. 252-509-1450
Address 206 MULBERRY HILL LN; EDENTON, NC 27932
Name NIA Phone No.
Address
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
A38265 WALTER CAHOON 2004
A40888 JOE RIDDICK 2005
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 JAN 13. 2021 Print Name jCHAR�L{ES �W. HUDNALL
Signature LflCif�1 Lr/ /�iGbd;,�lPi
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
-1-888-4RCOAST vvwrwr.nr-coasEalmanagernent.net

Form DCM MP-2
EXCAVATION and FILL
RECEIVED
FEB 1 0 2021
(Except for bridges and culverts) CM -EC
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
Channel
(NLW or
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
(excluding
Breakwater
shoreline
NWL)
stabilization)
Length
NA
NA
NA
NA
NA
NA
NA
Width
Avg. Existing
Depth
NA
NA
Final Project
Depth
NA
NA
XCAVVMAr
ount ofto be excavated from below NHW or NWL in b. Type of material to be excavated.
cubic yards.
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
number of square feet affected.
❑CW ❑SAV ❑SB
❑WL ❑None
(ii) Describe the purpose of the excavation in these areas:
2. DISPOSAL OF EXCAVATED MATERIAL
®This section not applicable
a. Location of disposal area.
b. Dimensions of disposal area.
C. (i) Do you claim title to disposal area?
d. (i) Will a disposal area be available for future maintenance?
❑Yes ❑No ❑NA
❑Yes ❑No ❑NA
(ii) If no, attach a letter granting permission from the owner.
(ii) If yes, where?
e. (i) Does the disposal area include any coastal wetlandsimarsh
f. (i) Does the disposal include any area in the water?
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
❑Yes ❑No ❑NA
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
❑VVL ❑None
(4) Describe the purpose of disposal in these areas:

Form DCM MP-2 (Excavation and Fill, Page 2 of 2)
3. SHORELINE STABILIZATION El This section not applicable
(If development is a wood groin, use MP-4 — Structures)
a. Tvpe of shoreline stabilization: b. Lenoth: 4eT ' 55' cm
®Bulkhead ❑Riprap ❑Breakwaterlsili ❑Other:
c. Average distance waterward of NHW or NWL: 4' 6"
e. Type of stabilization material:
VINYL BULKHEAD
g. Number of square feet of fill to be placed below water level.
Bulkhead backfill 735 Riprap
Breakwater/Sill Other
i. Source of fill material.
GEORGE COWAND; MERRY HILL, NC
Width: 1'6"
d. Maximum distance waterward of NHW or NWL: DiCM. - EC
f. (i) Has there been shoreline erosion during preceding 12
months?
®Yes ❑No ❑NA
(4) If yes, state amount of erosion and source of erosion amount
information.
CURRENTLY. OVERWASH CREATING HOLES IN LAWN
h. Type of fill material.
SOIL AND EXISTING RIPRAP
4. OTHER FILL ACTIVITIES ® This section not applicable
(Excluding Shoreline Stabilization)
a. (i) Will fill material be brought to the site? ❑Yes ❑No ❑NA b.
If yes,
(ii) Amount of material to be placed frl the water
(iii) Dimensions of fill area
(iv) Purpose of fill
(i) Will fill material be placed in coastal wetlands/marsh (CW),
submerged aquatic vegetation (SAV), she[[ bottom (SB), or
other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected_
❑CW ❑SAV ❑SB
OWL ❑None
(6) 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)?
CONTAINED BY NEW VINYL BULKHEAD EXCAVATOR
C. (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.
FEB 8, 2021
Date
HUDNALL VINYL BULKHEAD
Project Name
d. (i) Will wetlands be crossed in transporting equipment to project
site? ❑Yes ®No ❑NA
(ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
CHARLES W. HUDNALL
Applicant Name
Applicant Signature
In

RECEIVED
Form DCM MP-4
STRUCTURES
(Construction within Public Trust Areas)
FEB 1 0 2021
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
a. (i) Is the docking facility/marina:
❑Commercial ❑Public/Government ❑Private/Community
c. (i) Dock(s) and/or pier(s)
(H) Number
(iii) Length
(iv) Width
(v) Floating ❑Yes ❑No
e. (i) Are Platforms included? ❑Yes ❑No
If yes:
(ii) Number
(iii) Length
(iv) Width
(v) Floating ❑Yes ❑No
Mote: Roofed areas are calculated from dripline dimensions.
g (i) Number of slips proposed
(ii) Number of slips existing
i. Check the proposed type of siting:
❑ Land cut and access channel
❑Open water; dredging for basin and/or channel
❑Open water; no dredging required
❑Other; please describe:
k. Typical beat length:
m. (i) Will the facility have tie pilings?
❑Yes ❑No
(ii) if yes number of tie pilings?
®This section not applicable
b. (i) Will the facility be open to the general public?
❑Yes ❑No
d. (i) Are Finger Piers included? ❑Yes ❑No
If yes:
(ii) Number
(iii) Length
(iv) Width
(v) Floating ❑Yes ❑No
f. (i) Are Boatlifts included? ❑Yes ❑No
If yes:
(ii) Number
(iii) Length
(iv) Width
h. Check all the types of services to be provided.
❑ Full service, including travel lift and/or rail, repair or
maintenance service
❑ Dockage, fuel, and marine supplies
❑ Dockage ("wet slips") only, number of slips-
❑ 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).
I. (i) Will the facility be open to the general public?
[]Yes ❑No

Form €iCM MP-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
❑ Toiiets for patrons; Number: Location:
❑ Showers
❑ Boatholding tank pumpout; Give type and location-
b. Describe treatment type and disposal location for all sanitary wastewater.
DCM-EC-
r__ 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.
00 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.
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?
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

Ca4�l DCM MP-4 (Structures, Page 3 of 4,
n. Is the marinaldocking facility proposed within or adjacent to any shellfish harvesting area?
❑Yes ❑Nc
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 RECEIVED
❑WL [-]None
p. is the proposed marina/dockingfacility located within or within close proximity to an shellfish leases? FEB 1 8 2021
tY p y y ❑Yes []No
If yes, give the name and address of the leaseholder(s), and give the proximity to the lease. DCM—E jj�� �
3. BOATHOUSE (including covered lifts) ®This section not applicable
a- (i) Is the boathouse structure(s):
❑Commercial ❑PuNic/Government ❑Private/Community
(ii) Number
(iii) Length
(iv) Width
Note: Roofed areas are calculated from dripfine 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
a. Maximum distance beyond NHW, NWL or wetlands
6. MOORING PILINGS and BUOYS
a. Is the structure(s):
❑Commercial ❑Public/Government ❑PrivatelCommunity
c. Distance to be placed beyond shoreline
Note: This should be measured from marsh edge, if present.
e. Arc of the swing
7. GENERAL
®This section not applicable
b. Number
d. Description of buoy (color, inscription, size, anchor, etc.)
252-808-2808 :: 1-888-4RCO AST :: vvvvw.nr-roastaimanagea ent.net revised:/2127106

Form IDCM MP-4 (Structures, Page 4 of 4)
a. Proximity of structure(s) to adjacent riparian property lines b. Proximity of structure(s) to adjacent docking facilities.
WEST:28' EAST:106' WEST: 85' EAST:195'
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
c- Width of water body
3.3 miles
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.
d. Water depth at waterward end of structure at NLW or NWI-
4-5 ft
RECEIVED
FEB 1 0 2021
DCM-EC
8. OTHER ❑This section not applicable
a. Give complete description:
SECTION 3 - BOATHOUSE The pier, with a boatlift, is an existing structure that suffered extensive damage from Hurricane
Isaias. All work on pier and boatlift will be repairs only; no new construction is being added. All pilings appear to be intact and
in good condition. Changes will include raising the walkways approximately two feet (to be about 51 inches above NWL) and
using "thru-flow'-type decking.
FEB 8, 2021
Date
HUDNALL VINYL BULKHEAAD
Project Name
CHARLES W. HUDNALL
Applicant Name
Applicant Signature
4-,v ,8 4RCGAST :, www.ncc;oastariman?a_gesrlgnt.net revised:/2127/06

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%00
F
.b�R�L;A
2
_ S AT'E TAX
110 00
0.00
i
Ci
� ATE OF
CARC A
ESTATE"
y iSE TAX
$100.00
f
Excise Tax
TE OF
I(1- AR:�_ _i
L ESTATE
FC15E TAX
4$100.00
L Ce
54PG 0 730
the oficc�" of
Recording Time, Book and Page
Tax Lot No. ........................................... Parcel Identifier No..a.... ^t- .�d..:�47. ........
Verified by.........
..._. County on the ..:........ day of ........ .
by.............................................. ................. .............
Mail after recording to M..H..HOOD..ELLIS.'.'PO..BOX..220."ELIZABM...CITY,--NG..ZZ909.......-...... ..................... ._..-.---....-.------
....
.........................................
�..
�. .
Mara.... ��.`c�i'Li!)'•3-ttY --�
This instrument was prepared by .....M.H.HOOD RT[.IS..................................f `' COWAN.... ...............
Brief description for the Index L,;1 i
FOURTH TOWNSHIP
NORTH CAROLINA GENERAL
THIS DEED made this .23xd.... day of ............ JUNE....................... ..... ." -. , 19 ...9.9.., by and between
GRANTOR
THOMAS B. WOOD AND WIFE
JANE S. WOOD
e c SivcJ
0EC 9 - 2C']
GRANTEE
CHARLES W. HUDNALL AND WIFE
DORIS E. HUDNALL
1204 STONNELL PLACE
ATXANDRIA, VA 22302
Enter in appropriate block for each party: name, address, and, if appropriate, character of entity, e.q. corporation or partnership.
The designation Grantor and Grantee as used herein shall include said parties, their heirs, successors, and assigns, and
shall include singular, plural, masculine, feminine or neuter as required by context.
WITNESSETH, that the Grantor, for a valuable consideration paid by the Grantee, the receipt of which is hereby
acknowledged, has and by these presents does grant, bargain, sell and convey unto the Grantee in fee simple, all that
certain lot or parcel of land situated in the City of .................. .......... .... ..... . ................. FOURTH--- -- Township,
CHOWAN
..................... . County, North Carolina and more particularly described as follows:
SEE EXHIBIT "A" ATTACHED.

A map showing the above described property is recorded in Plat Book _ -.._.- . _........ .......... page_ ... ............ .,......
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances thereto belonging to
the Grantee in fee simple.
And the Grantor covenants with the Grantee, that Grantor is seized of the premises in fee simple, has the right to convey
the same in fee simple, that title is marketable and free and clear of all encumbrances, and that Grantor will warrant and
defend the title against the lawful claims of all persons whomsoever except for the exceptions hereinafter stated.
Title to the property hereinabove described is subject to the following exceptions:
1. 1999 Chowan County taxes are to be prorated at closing.
2. Restrictive covenants of record in Book 172, Page 233 as amended in Book 173, Page 281
and Book 174, Page 417 and Book 184, Page 32,Chowan County Registry.
IN WITNESS WHEREOF, the Grantor has hereunto set his hand and seal, or if corporate, has caused this instrumue
corporate name by its duly authorized officers and its seal to be hereunto affixed b authority of its Board of We rs, a P� h=`_:.
above written. NOTM%
PLOX
WAKE MW
(Corporate Name)
My
-------------- :B WOOD
BY: ------------------------
`- ---- - ----
,
----------------------N TAtY
WAKE COUNTY, Wu
----------------------------President �"-fsmy Cartxlllsstm
ATTEST:_- -__-_____(SEAL)
---------------------------------------------------------------
w
______________ ______Secretary (Corporate Sea!) �
-------------------------------------------------------------(SEAL)
SEAL -STAMP NORTH CAROLINA, �..1___ _� _________________County.
x I, a Notary Public of the County and State aforesaid, certify that __Mp s B. WOOD AND WIFE ___
J. BETH VAN AMBERG x -- imE _s _ _ WooD --
---------------------------------------------------------------- Grantor,
NOTARY PUBLIC
WAKECOUNW, N.0 personally appeared before me this day andacknowledgedthe execution of the foregoing instrument. Witness my
i)1..cww"OnL,o,.4nc. �j _ rhand and official stamp or seal, this _t"t--0___ day of ___.. �4 _______________ ---_______,
My commissionJ&-.- Notary Public
SEAL -STAMP NORTH CAROLINA-----------------------------------County.
I, a Notary Public of the County and State aforesaid, certify that
personally came before me this day and acknowledged that ____ he is ___________________________ Secretary of
k
X ------------------------------------------------------- a North Carolina corporation, and that by authority duly
V
mgiven and as the act of the corporation, the foregoing instrument was signed in its name by its _______________
President, sealed with its corporate seal and attested by ----------- as its ___________________________ Secretary.
.'7
Witness my hand and official stamp or seal, this ------- day of __________________________, 19.........
JJt I,AKL J J NA — i,rIVWML1'47 ' ,��VUL -L
The foregoing �C7eeprtificate( of __J._J3M_U
-____EAML1Nti ____________________________
expires: ------------------------------
MBERG, - NUTAKY _ YU1 LiU _OF_ WAKE
-------------------------------------------
-------------------- Notary Public
1VL1\111
v___________ ___ ________ _--______________-_----_________________-___________________
is/aYt certified to be correct_ This instrument and this certificate are duly registered at the date and time and in the Book and Page shown on the
first page hereof.
---__ UJ _ _ 10U1 _EE---------------------------------------REGISTER OF DEEDS FOR------__CHOwA---___,.__ --�--- ------____-_COi1NTY
�y
BY------.-_____----------------------Deputyl�'-fiegister of Deeds
RECORDED & VERIFIED:
-----Receil
id
DEED STAMPED: FOUR HUNDRED NINETY DOLLARS ($490. 00) lict, 9
SEE ATTACHMENT PAGE-- 7 3 2— 7 3 3
N. C. Bar Assoc. Form No. 3 © 1976, Revised d 1977 —James Williams & Co_, inc., ao. 122, Yadkim,iila, N. C. 27055 � ��
Printed by Agreement wish the N. C_ Bar Agoc_ - 19$444dddYYY iii 1 C

MAJOR PERMIT FEE MATRIX
Applicant: LLk4 1 � boy' , 5 _ � v Y►, l i
Selection
Development Type
Fee
DCM %
DWQ %
(143001601 4351000931625 6263)
(243001602 435100095 2341)
1. Private, non-commercial
development that does not
$250
100% ($250)
0% ($0)
involve the filling or
excavation of any wetlands
or open water areas:
11. Public or commercial
development that does not
$400
100% ($400)
0% ($0)
involve the filling or
excavation of any wetlands
or open water areas:
Major Modification to a
$250
100% ($250)
0% ($0)
CAMA Major permit
111. 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 a lies:
III(A). Private, non-
commercial development, if
$250
100% ($250)
0% ($0)
General Water Quality
Certification No. 4097 (See
attached) can be a lied:
III(B). Public or commercial
development, if General
$400
100% ($400)
0% ($0)
Water Quality Certification
No. 4097 (See attached)
can be applied:
lll(C). If General Water
Quality Certification No.
$400
60%($240)
40%($160)
4097 (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:
lll(D). If General Water
Quality Certification No.
$400
6017c ($240)
40% ($160)
4097 (see attached) cannot
be applied:
IV. For development that
involves the filling and/or
$475
60%($285)
40% ($190)
excavation of more than
one acre of wetlands and/or
open water areas: