20191296 Ver 1_CAMA Application_20190926

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
BRAXTON C. DAVIS
Director
September 26, 2019
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)
oregg. bodnar(d,)ncdenr.gov
SUBJECT: CAMA/Dredge & Fill Application Review
Applicant: Donald and Gwen Hudson
Project Location: 159 Halsey Bay Road in Perquimans County
Proposed Project: Install bulkheading, construct a boathouse & boatlift, L-shaped finger pier
around the boathouse, install a double jet-ski lift
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 October 17, 2019, If you have any
questions regarding the proposed project, contact Ron Renaldi (252-264-3901, ext. 235) when
appropriate, in-depth comments with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
**Additional comments may be attached"
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes
are incorporated. See attached.
This agency objects to the project for reasons described in the attached
comments.
PRINT NAME
AGENCY
SIGNATURE
DATE
uonm cnaou D_E W
North Carolina Department of Environmental Quality I Division of Coastal Management
Elizabeth City Office 1401 South Griffin Street, Suite 3001 Elizabeth City, North Carolina 27909
252.264.3901

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Donald and Gwen Hudson
2. LOCATION OF PROJECT SITE: 159 Halsey Bay Road (SR 1400), Hertford,
Perquimans County, Perquimans River
Latitude: X: 360 7'21.18"N
Longitude: 76022'53.69"W
3. INVESTIGATION TYPE: CAMA and Dredge & Fill
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit — September 10, 2019
Was Applicant Present - No
5. PROCESSING PROCEDURE: Application Received Complete — September 16, 2019
Office — Elizabeth City
6. SITE DESCRIPTION:
(A) Local Land Use Plan — Perquimans County
Land Classification From LUP — RA — Rural Agricultural District
(B) AEC(s) Involved: Estuarine Water, Public Trust Areas, Estuarine Shoreline
(C) Water Dependent: Yes
(D) Intended Use: Private
(E) Wastewater Treatment: Existing — Septic Tank & field
Planned -none
(F) Type of Structures: Existing — Bulkhead, riprap, 2 platforms, Gazebo,
house and out building
Planned - Bulkhead replacement, Boathouse, 2 jet
ski lifts, finger pier and boat lift
(G) Estimated Annual Rate of Erosion: 1.25 feet per year
Source - applicant
7. HABITAT DESCRIPTION: [AREA]
DREDGED FILLED SHADED
(A) High Ground (ES)
33,558 sqft
(B) Shallow Bottom (EW &
1,355 sqft
PTA)
(C) Open Water (EW&
654 sqft
PTA)
(D) Total Area Disturbed: 35,567 sqft
(E) Primary Nursery Area: No
(F) Water Classification: SB Open to Shellfishing: No/closed

Field Investigation Report
Page 2
PROJECT SUMMARY:
The applicant proposes to install new bulkheading, construct a boathouse and boatliftwithin an
existing slip, construct an L-shaped finger pieraround the boathouse and install a doublejet-ski
lift on the existing pier on the Perquimans River.
Project Setting
The property proposed for development is located at 159 Halsey Bay Road (SR1400) in
Hertford and consists of 9.77 acres adjacent to the Perquimans River. The upland portion of
the property contains a single family residence, a storage shed and playhouse along with a
gravel driveway and indigenous yard grasses with a few trees. The property to the north is an
undeveloped private lot and the property to the south is a residential property with a
bulkheaded shoreline and single family dwelling.
Vegetation on the site includes, but is not limited to, indigenous yard grasses, loblolly pine
(Pinus taeda), white oak (Quercus alba), southern magnolia (magnolia grandiflora), sweet gum
(Liquidambarstyraciflua), red maple (Acerrubrum), and Bald Cypress (Taxodium distichum).
Soil types include Roanoke Silt Loam (Ro) and Chowan Silt Loam (CO). The property has an
elevation of 5 feet above Normal Water Level (NWL).
The shoreline with a length of 706 feet currently contains a failing bulkhead with an erosion
escarpment between 2 - 10 feet behind the existing bulkhead with riprap on the northern end.
There is currently a 203 foot pier with a 10 foot by 12 foot platform and a 276 square foot
gazebo at its terminus. A lower platform is located about mid -way up the pier measuring 8 foot
by 3 foot along with 2 tie pilings. There are also 2 dilapidated groins and a third that is in
slightly better condition, all are approximately 35 feet in length. The water classification for this
site is Primary Recreation, Salt Water (SB). Submerged aquatic Vegetation (SAV) was not
found within the project area. The water depths range from 2.5 feet near the bulkhead to a
depth of 3.3 feet at the terminus of the pier.
Development Proposal
The applicant proposes to replace 533 feet of bulkhead two feet out from the alignment of the
existing dilapidated bulkhead with an of average 5 feet waterward of NWL and a maximum
distance of 10 feet. The backfill and grading will extend approximately 66 feet landward from
where the new bulkhead is to be placed and will be brought in from an offsite location
consisting of clean sand and soil. On the north side of the pier, the applicant is proposing to
construct a 30.5 foot by 13 foot boathouse with a lift. A 51 foot by 6 foot L-shaped finger pier
will be constructed around the boathouse to provide access to it. A double jet-ski lift will also
be installed on the north side of the pier. The development will result in the addition of two boat
slips for a total of three slips. The water depth at the terminus of the existing pier is 3.3 feet.
The existing pier is 197 feet long which is less than the quarter width of 1,749 feet. No portion
of the existing pier or proposed new additions will fall within the 15 foot setback on either side
of the pier.

Anticipated Impacts
The proposed development will result in the filling of 33,558 square feet of Estuarine
Shorelines and 1,355 square feet of Estuarine Waters Area of Environmental Concern. The
proposed development will also result in the shading of 654 additional square feet of Estuarine
Waters and Public Trust Areas of Environmental Concern. Temporary turbidity will occur
during construction.
Submitted by: Cynthia Rountree
Date: September 23, 2019

SAMPSON CONTRACTING, INC.
Marine Construction And Environmental Consulting Services
i&L 125 Hunters Trail West, Elizabeth City, North Carolina, 27909 USA
Tel: [phone] - Fax: [phone]
[e-mail] www.sampsoncontracting.com
PROJECT NARRATIVE
IN SUPPORT OF REQUEST FOR MAJOR PERMIT
07/21/2019
APPLICANT: Donald and Gwen Hudson
PROJECT: Shoreline Protection, and Boat Slip Development
Receive`
LOCATION: Perquimans County, North Carolina; 159 Halsey Bay Road, Perquimans
County, adjacent to the Perquimans River
Directions:
From the south end of the US Highway 17 bridge over the Perquimans River,
continue to the southwest to the intersection of State Road 1336 (Harvey Point
Road), and tum left. Proceed 4.3 miles to the southeast to a traffic circle.
Continue straight through the traffic circle on Harvey Point Road for another
1.9 miles to the intersection of State Road 1400 (Halsey Bay Road), and tum
left. Proceed northeast for 0.25 miles to a driveway on the left. Turn left into
the driveway and follow to its end. Development site, along the Perquimans
River is 190 -ft straight ahead.
SITE: Description:
The project area consists of a 9.77 acre tract of land bordered along most of its
southeastern boundary by Halsey Bay Road, and along its northeastern
boundary by the Perquimans River. This tract is owned by Donald and Gwen
Hudson, and identified on Perquimans County Records as 159 Halsey Bay
Road, Bethel Township, and by PIN as 7877-33-0505.
The shoreline of the tract along the Perquimans River is 706 feet. This number
is measured between the lot boundaries and along the alignment of the
existing bulkhead, and does not take into account minor shoreline fluctuations
along this property boundary observed on a site visit on 5/7/2019.
Adioining Development:
All lots surrounding this Hudson tract are zoned RA for similar uses as part of
a Rural Ag District. The lots to the west of the Hudson tract are currently
undeveloped, and are under active agriculture. The two lots to the north of the
tract, along the river, are undeveloped, while the 9 lots to the south of the tract,
along the river, have existing residential development, with all but the first and
sixth lots to the south having in -water development. The closest pier to the
north of the Hudson tract lies approximately 0.5 miles away, while the closest
pier to the south of the Hudson tract lies approximately 0.1 miles away.

Road. Additional existing development includes a drainage ditch, a bulkhead
of approximately 533 -ft, a short "L" shaped section of riprap of approximately
50 feet, a pier of approximately 203 feet in length with a terminal platform of
approximately 128 sq. ft., and an adjoining gazebo of approximately 276 sq.
ft. Also existing are 3 wooden groins of approximately 35 -ft in length, 2 to the
north of the existing pier, and 1 to the south. Demolition of these three groins
is intended to take place at the time of the bulkhead replacement.
UTILITIES Wastewater:
Wastewater is handled by an onsite septic tank and leach field.
Potable Water:
Potable water is provided by Perquimans County.
Power:
Power is provided on overhead poles through Albemarle Electric Membership
Corporation.
Telephone:
Telephone is provided on overhead poles by Century Link, and internet
service is similarly provided through Embarq.
HvIPACTS Project development under this Permit application seeks no new impervious
surface. Overall project development involves the following impacts:
Built -upon Area: This will not be increased by the proposed development.
Boathouse and Boat Lifts: Shaded area over the Perquimans River will
increase by 611 sq ft. as a result of the Boathouse, walkway and jetski lift
construction, bringing total shaded area to approximately 1094 sq ft. Driving
of pilings will result in minor, temporary acoustic shocks within the water
column. Driving or jetting of pilings will result in minor, temporary turbidity
in the water column. No shading of SAV beds is anticipated from the
Boathouse and Boat Lifts.
Bulkhead: Bulkhead backfill will fill approximately 1851 sq. ft. of the
Perquimans River. This will consist of approximately 785 sq. ft. where
uplands have washed out from behind the failing bulkhead, and approximately
1066 sq. ft. between the failing bulkhead and the replacement bulkhead 2 -ft
water -ward. Driving of pilings and sheet -piles will result in minor, temporary
acoustic shocks within the water column. Driving or jetting of pilings and
sheet-piles/boards will result in minor, temporary turbidity in the water
column. Placement of bulkhead tiebacks and grading of uplands to slope to the
top of the bulkhead will result in soil disturbance of approximately 0. 85 acres.

Access: Access for equipment and materials is available through the tract to
the Areas of Environmental Concern in the vicinity of the proposed
development without crossing any Section 404 wetlands or coastal wetlands.
AVOIDANCE AND
M 4MIZATION Applicant seeks to provide additional boat use and mooring capacity for this
lot with a combined boathouse and boat lift, and a second double jet-ski lift.
Location and alignment of these structures has been selected based on no
observed presence of SAV beds. Shading impacts are minimized by keeping
boathouse and walkway, and boathouse and platform areas to only 55% of that
allowed under the Rules of the Coastal Resources Commission.
Applicant seeks to provide erosion protection along the shoreline now
protected by a failing bulkhead adjoining the Perquimans River through the
construction of a replacement, pile -supported wooden, and/or vinyl sheet -pile
bulkhead two feet water -ward, as per the Rules of the Coastal Resources
Commission for General Permits.
Sedimentation and erosion control during construction will be provided by
construction sequence, with bulkhead construction being completed, where
possible, prior to disturbance of adjoining uplands to provide backfill. In
addition, construction of bulkheads will include the placement of filter cloth
along the landward side of the bulkhead structures, extending landward a
minimum of 6 feet from the exposed bottom of the bulkhead. If jetting of
bulkhead components is utilized, additional erosion protection will be
provided in the form of silt fence and/or turbidity curtain as may be
appropriate. If disturbance of uplands landward of the bulkhead alignment is
necessary before the bulkhead is in place, temporary silt fence will be placed
as needed.
Post -construction erosion is minimized by creating a nearly level terrace even
with the top of the replacement bulkhead at approximately +4 -ft (NWL), and
grading the +6 -ft landward uplands on a design slope of 1:6, and in no case
greater than a slope of 1:3. Stabilization of adjoining uplands will be
addressed by providing seeding of the disturbed areas at the completion of the
land disturbance.
Sincerely
Received Ted Sampson
Environmental Consultant
DME C
7

1110 HP4
APPLICATION fir
Major Development Permit
(last revised 12127106)
Received
'fir=
MEC
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
Project Name (if applicable)
Shoreline Protection & Boat Slip Development
Applicant 1: First Name
MI
Last Name
Donald
MI
J
Hudson
Applicant 2: First Name
MI
Last Name
Gwen
Hudson
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
PO Box
city
State
211 Ocean Highway South
Phone No. t
252-548-4292 ext.
Hertford
NC
ZIP
Country
Phone No.
FAX No.
27944
USA
252-339-0047 ext.
- -
Street Address (if different from above)
City
State
ZIP
Email
gwenh [e-mail]
2. Agent(Contractor Information
Business Name
Sampson Contracting, Inc.
Agent/ Contractor 1: First Name
Theodore
MI
J
Last Name
Sampson
Agent/ Contractor 2: First Name
MI
Last Name
Mailing Address
125 Hunters Trail West
PO Box
City
Elizabeth City
State
NC
ZIP
27909
Phone No. t
252-548-4292 ext.
Phone No. 2
252-331-2447 ext.
FAX No.
866 793 4261
Contractor #
Street Address (if different from above)
City
State
ZIP
Email
<Form continues on back>

Form DCM MP -1 (Page 2 of 4)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple)
Street Address -
State Rd. #
Perquimans
159 Halsey Bay Road
1400
Subdivision Name
City
State
Zip
N/A
Hertford
NC
27944- 9552
Phone No.
Lot No.(s) (if many, attach additional page with list)
252 - 339 - 0047 ext.
N/A, I r ,
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
Pasquotank
Perquimans River
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
Albemarle Sound
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.
I. Is the proposed project located in a National Registered Historic District or does it involve a ❑Yes ®No ❑NA
Perquimans County
4. Site Description
a. Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft.)
706
425,581.2
c. Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high water) or
425,581.2 sq ft,
NWL (normal water level)
(If many lot sizes, please attach additional page with a list)
6 -ft ❑VHW or 04M
e. Vegetation on tract
loblolly pine (Pinus taeda), sweet gum (Liquidambar styraa8ua), red maple (Acer rubrum), atlantic white cedar
(Chamaecyparis thyoides, bald cypress (Taxodium distichum), white oak (Quercus alba), southern magnolia (Magnolia
grandiflora), american pokeweed (Phytolacce americana), virginia creeper (Pharthenocissus quinquefolia), and giant cane
(Arundinaria aiaanteal.
f. Man-made features and uses now on tract -
Residential structure & associated storage shed, playhouse, sidewalks, driveway, asphalt access road, drainage
ditch, riprap, bulkhead, pier, platforms, gazebo, & groins
g. Identify and describe the existing land uses §5ljacent to the proposed project site.
Along shoreline: a 6.87 acre, wooded, undeveloped lot to north; a developed 1.55 acre residential lot to south. Halsey Bay
Road right-of-way to southeast. Two agricultural parcels of 29.43 & 1.66 acres to the west.
h• How does local government zone the tract?
i. Is the proposed project consistent with the applicable zoning?
RA
(Attach zoning compliance certificate, if applicable)
®Yes ❑No ❑JA
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 page>
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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? NYes ❑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 NNo
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
Septic tank and leach field.
o. Describe existing drinking water supply source.
County water.
p. Describe existing storm water management or treatment systems.
N/A
5. Activities and Impacts
a. Will the project be for commercial, public, or private use? ❑Commercial ❑Public/Govemment
®Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
Project will protect lot's exposure to Perquimans River from ongoing erosion, and provide a private, non-commercial,
boat docking capacity through a boat house, boat lift and double jet-ski lift in support of traditional waterfront
residential uses.
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.
Protect wetlands and shoreline waterward of bulkhead with silt fence and/or turbidity curtain; grade/excavate uplands with
excavator to facilitate bulkhead construction; set bulkhead piles and sheet piles with excavator equipped vibratory
hammer, and/or water jet; set boat house, boat lift and double jet-ski lift piles with barge mouted vibratory hammer and/or
waterjet; construct boat house, boat lifts and boat house walkways; finish grade and seed disturbed areas; store
equipment on uplands when not in use.
d. List all development activities you propose.
Construct shoreline protection bulkhead with return walls; grade uplands to height of bulkhead; construct boat house with
walkways; construct single boat lift and double jet-ski lift.
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? 0.85 ❑Sq.Ft or ®Acres
g. Will the proposed project encroach on any public easement, public accessway or other area NYes []No [INA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
No existing discharges; no proposed discharges .
i. Will wastewater or stormwater be discharged into a wetland? ❑Yes NNo [INA
If yes, Will this discharged water be of the same salinity as the receiving water? ❑Yes []No NNA
j. Is there any mitigation proposed? []Yes NNo ❑NA
If yes, attach a mitigation proposal. s r i U 1j Z!

Form DCM MP -1 (Page 4 of 4)
APPLICATION for
Major Development Permit
B. 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)— (0 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 crass -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.
it. 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 Wafter Mathew Winslow Phone No.
Address 161 Old Neck Road, Hertford, NC 27944 -
Name Joel Christopher Hollowell Phone No.
Address 12121 Tango Lane, #201, Raleigh, NC 27613
Name - 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.
GP A36181 issued 3110104 repair/replace existing pier & platform
h. Signed consultant or agent authorization form, if applicable.
I. Weiland 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.
1 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 fallow -up
monitoring of the project.
I further certify that the information provided in this application is truthful to the best of my knowledge.
Date: Print Name Theodore Sampson
July 21, 2019
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

Form DCM MP -2
EXCAVATION and FILL
(Except for bridges and culverts)
Receivecl
DMEC
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.
If. EXCAVATION ®This section not applicable
a. Amount of material to be excavated from below NHW or NW L in b. Type of material to be excavated.
cubic yards.
c. (i) Does the area to be excavated include coastal wetlandstmarsh 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 OSB
OWL ❑None
(ii) Describe the purpose of the excavation in these areas:
12. 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 clisn�osal area be available for future maintenance?
❑Yes ❑No ❑NA ❑Yes UNo [INA
(it) If no, attach a letter granting permission from the owner. (it) If yes, where? '-
e. (i) Does the disposal area include any coastal wetlandslmarsh f. (i) Does the disposal include any area in the water?
(CW), submerged aquatic vegetation (SAV), shell bottom (SB), ❑Yes ❑No [INA
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 OSS
OWL ❑None
(it) Describe the purpose of disposal in these areas:
252-808-2808 :: 1.888-ARCOAST :: vvvv. tctnasteimanayement.net revised: 12x26/06
Access
Other
Channel
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
(excluding
(NLW or
Breakwater
shoreline
NWL)
stabilization
Length
Width
Avg. Existing
Depth
NA
NA
Final Project
Depth
NA
NA
If. EXCAVATION ®This section not applicable
a. Amount of material to be excavated from below NHW or NW L in b. Type of material to be excavated.
cubic yards.
c. (i) Does the area to be excavated include coastal wetlandstmarsh 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 OSB
OWL ❑None
(ii) Describe the purpose of the excavation in these areas:
12. 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 clisn�osal area be available for future maintenance?
❑Yes ❑No ❑NA ❑Yes UNo [INA
(it) If no, attach a letter granting permission from the owner. (it) If yes, where? '-
e. (i) Does the disposal area include any coastal wetlandslmarsh f. (i) Does the disposal include any area in the water?
(CW), submerged aquatic vegetation (SAV), shell bottom (SB), ❑Yes ❑No [INA
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 OSS
OWL ❑None
(it) Describe the purpose of disposal in these areas:
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Form DCM MP -2 (Excavation and Fill, Page 2 of 2)
3. SHORELINE STABILIZATION ❑This section not applicable
(If development is a wood groin, use MP4 — Structures)
a. Type of shoreline stabilization: b Length: 533
®Bulkhead ❑Riprap ❑Breakwater/Sill ❑Other:
C. Average distance waterward of NHW or NWL: 2 ft waterward of existing!d.
bulkhead; 3 ft waterward including eroded areas landward of bulkhead.
e. Type of stabilization material:
Vinyl Sheetpile
g. Number of square feet of fill to be placed below water level.
Bulkhead backfill1S51 Riprap_
Breakwater/Sill_ Other_
I. Source of fill material. From grading of uplands, or
trucked in clean soft/sand.
Width: ,18 in
Maximum distance waterward of NHW or NWL +7 ft
f. (i) Has there been shoreline erosion during preceding 12
months?
®Yes ❑No [INA
(li) If yes, state amount of erosion and source of erosion amount
information.
By comparison with existing bulkhead failure, circa 2015: 785 sq it
of uplands (196 sq ft/yr); 58 cu yds of upland (14.5 cu ydsiyr);
erosion escarpment retreated by 5 -ft (1.25 "r)
h. Type of fill material.
Upland sand/soil
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. (I) Will fill material be placed in coastal wetlands/marsh (CW),
If yes,
(ii) Amount of material to be placed in the water
(iii) Dimensions of fill area _
(Iv) Purpose of fill
a. HOW will excavated or fill material be Kept on
controlled?
Fill material will be placed behind constructed bulkhead; final
slope(not steeper than 1:3) will be seeded. Per Para. 3.1., fill material
is onsite within uplands, within disturbed area; if additional fill
necessary, it will be trucked in as needed; if fill needs storing, it will
be surrounded by sift fence on downslope and 2 juxtaposed
sides,Wthin disturbed area. d.
c. (i) Will navigational aids be required as a result of the project?
[]Yes ®No [INA
(i!) If yes, explain what type and how they will be implemented.
August 7, 2019
Date
Shoreline Protection & Boat Slip Development
Project Name
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:
backhoe, or hydraulic dredge)?
Excavator, vibratory hammer, water pump and jetting wand,
barge.
(1) 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.
Donald & Gwen Hudson
Applicant Name
Signaturure - (Theodore Sampson - Agent)
252.808.2808 ;. 1-888-4RCOAST ;: www.ncroastalnhan ement.net revised. 12/28108

Form DCM MP -3
UPLAND DEVELOPMENT
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP -1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
GENERAL UPLAND DEVELOPMENT
a. Type and number of buildings, facilities, units or structures b. Number of lots or parcels.
proposed. 1
N/A
c. Density (give the number of residential units and the units per acre).
N/A
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.
(1) If applicable, has a sedimentation and erosion control plan been
submitted to the Division of Land Resources?
❑Yes ❑No ®NA
(ii) If yes, list the date submitted
g. Give the percentage of the tract within the coastal shoreline AEC to
be covered by impervious and/or built -upon surfaces, such as
pavement, building, rooftops, or to be used for vehicular driveways
or parking.
N/A
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.
Impervious: 19% total(Existing); 0% (New)
j. Describe proposed method of sewage disposal.
Septic tank and leach field.
I. Describe location and type of proposed discharges to waters of the
state (e.g., surface runoff, sanitary wastewater, industriall
commercial effluent, "wash down" and residential discharges).
None
d. Size of area to be graded, filled, or disturbed including roads,
ditches, etc. _
37,143.97 sq. ft. (0.85 acres)
I. List the materials (such as mad, paver stone, asphalt, or concrete)
to be used for impervious surfaces.
N/A
h. Projects that require a CAMA Major Development Permit may also
require a Stormwater Certification.
(1) Has a site development plan been submitted to the Division of
Water Quality for review?
Elves []No ®NA
(ii) If yes, list the date submitted:
k. Have the facilities described in Item (i) received state or local
approval?
[]Yes ❑No ®NA
If yes, attach appropriate documentation.
m. Does the proposed project include an innovative stormwater
design?
❑Yes ❑No ®NA
If yes, attach appropriate documentation.
Received
DMEC
252.808.28082 :: 1.8884RCOAS'f'^ wrrow_ntcaastalmanagenaenA.nea. revised: 12120/06

Form VCM NIP -3 (Upland Development, Page 2 of 2)
m. Describe proposed drinking water supply source (e.g., well,
community, public system, etc.)
County water.
o. When was the lot(s) platted and recorded?
1983
July 21, 2019
Date
Shoreline Protection & Boat Slip Development
Project Name
Donald & Gwen Hudson
Applicant Name g9
Applicant Signature - - (Theodore Sampson -:Agent) _-
n. (i) Will water be impounded? QYes ®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
252.808-2808 v 1.888.4RCOAa'T revised: 12126105

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/manna: b. (i) Will the facility be open to the general public?
❑Commercial ❑Public/Govemment ®Private/Community ❑Yes ®No
c. (i) Dock(s) and/or pier(s)
d. (i) Are Finger Piers included? ®Yes []No
(ii) Number 0
If yes:
(iii) Length
(ii) Number 1
IN) Width _
(iii) Length 51 -ft
(v) Floating ❑Yes ®No
(iv) Width amn
(v) Floating ❑Yes ®No
e. (i) Are Platforms included? []Yes ®No
f. (i) Are Boatlifts included? ®Yes ❑No
If yes:
If yes:
(ii) Number
(ii) Number $
(iii) Length _
(iii) Length (1) 25 -ft: (2) 6 -ft: (3) 6 -ft
(iv) Width _
(iv) Width (1) 12 -ft: (2) 4 -ft: (3) 4 -ft
(v) Floating ❑Yes ®No
Note: Roofed areas are calculated from dripline dimensions.
g. (i) Number of slips proposed
h. Check all the types of services to be provided.
3
❑ Full service, including travel lift and/or rail, repair or
(ii) Number of slips existing
maintenance service
1
❑ Dockage, fuel, and marine supplies
❑ Dockage ('Wet slipsl only, number of slips: _
❑ Dry storage; number of boats: _
❑ Boat ramp(s); number of boat ramps:
❑ Other, please describe:
i. Check the proposed type of siting:
❑ Land out and access channel
[-]Open water; dredging for basin and/or channel
®Open water; no dredging required
❑Other; please describe:
k. Typical boat length: 30 -ft: 6-
m.
m. (i) Will the facility have tie pilings?
❑Yes ®No
(ii) If yes number of tie pilings?
0
j. Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types).
Pontoon boat: iet-skis
I. (i) Will the facility be open to the general public?
[]Yes ®No
Received
D01 G
252.808.2888 ;: 1-888.48COAST :: vvWvv�nccoa3talman9qe9$nt.net revised: 12/27/06

Form DCM MP -4 (Structures, Page 2 of 4)
2. DOCKING FACILITY/MARINA OPERATIONS 0This 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?
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
252-808.2808:: 1,888•4RCOAS7;: www.�ccaastatmarsa�rnent_nat revised: 12l27'08

Form 0CM MP -4 (Structures, gage 3 of 4)
n. Is the marina/docking facility proposed within or adjacent to any shellfish harvesting area?
❑Yes ❑No
o. Is the marina/docking facility proposed within or adjacent to coastal wetlands/marsh (CW), submerged aquatic vegetation (SAV), shell bottom
(SB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected.
❑CW ❑SAV ❑SB
OWL ❑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.
3. BOATHOUSE (including covered lifts) ❑This section not applicable
a. (1) Is the boathouse structure(s):
❑Commercial ❑Public/Govemment ®Private/Community
(0) Number 1
(iii) Length 30_5 -ft
(iv) Width 13 -ft
Note: Roofed areas are calculated from dripline dimensions.
4. GROIN (e.g., wood, sheetpile, etc. If a rock groin, use MP -2, Excavation and Fill) ®This section not applicable
a. (i) Number
(it) Length
(iii) Width
5. BREAKWATER (e.g., wood, sheetpile, etc.) ®This section not applicable
a. Length b. Average distance from NHW, NW-, or wetlands
c. Maximum distance beyond NHW, NWL or wetlands
B. MOORING PILINGS and BUOYS ®This section not applicable
a. Is the structure(s):
❑Commercial ❑Public/Govemment ❑Pdvate/Community
a Distance to be placed beyond shoreline
Note: This should be measured from marsh edge, if present.
e. Are of the swing _
7. GENERAL
b. Number
d. Description of buoy (color, inscription, size, anchor, etc.)
252.808.2606 ;: 1-8884RCOAST !:wwve,nC=vastafmafla ie eneeflfi,not revised: 1212706

Form DCM 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.
144 -ft to southern line; 448 -ft to northern line 0.5 mi (Upriver Pier); 0.1 mi (Downriver Pier)
Note: For buoy or mooring piling, use arc of swing including length
ofvessel.
c. Width of water body
1.2 -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 NWL
3.3 -ft (NWL1
8. OTHER ®This section not applicable
a. Give complete description:
July 21, 2019
Date
Shoreline Protection & Boat Lifts Development Development
Project Name
Donald & Gwen Hudson.
Applicant Name
Applicant Signature (Theodore Sampson - Agent)
252•$08-2808 ;: 1.888.4€tC£JAST ;; wuw_nccoas#alrrtanasaasnent.nat revised: 12/27/06

MAJOR PERMIT FEE MATRIX
Applicant: hacal(d it• G lu,e HtwciSah
Selection
Development Type
Fee
DCM %
DWQ %
(14300 1601 4351000931625 6253)
(24300 1602 435100095 2341)
I. Private, non-commercial
L]
development that does not
$250
100% ($250)
0%($0)
involve the filling or
excavation of any wetlands
oro en water areas:
II. Public or commercial
❑
development that does not
$400
100% ($400)
0%($0)
involve the filling or
excavation of any wetlands
or o en water areas:
❑
Major Modification to a
$250
100%($250)
0%($0)
CAMA Maior permit
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:
III(A). Private, non-
Lrl
commercial development, if
$250
100%($250)
0%($0)
General Water Quality
Certification No. 4097 (See
attached) can be applied:
III(B). Public or commercial
E]
development, if General
$400
100%($400)
0%($0)
Water Quality Certification
No. 4097 (See attached)
can be applied:
III(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:
III(D). If General Water
Quality Certification No.
$400
60%($240)
40%($160)
rE]FE1
4097 (see attached) cannot
be applied:
IV. For development that
t
involves the filling and/or
$475
60%($285)
40%($190)
excavation of more than
one acre of wetlands and/or
open water areas:

This document presented and filed:
051011201711:31:34 AM
Rao
JACQUELINE S. FRIERSON, PERQUIMANS CO, NC i 1. a Q
Excise Tax: $610.00
PERQUIMANSCOUNTY
BOOK 463yq PPPAAGEepII IMpMpI1I611p611pII(5) LAND TRANSFER TAX
414558 IIINIIBII�IIII II IIBM1I 1 PAIDUNTa SD -006
NORTH CAROLINA GENERAL WARRANTY DEED
Parcel Identifier No. 2.0072-0076 Verified by County on the _ day of _ _ _, 20
By:
MailBox to: Trimpi & Nash, LLP, 200 N. Water St, Ste 2A, Elisabeth City, NC 27909
This instrument was prepared by: Thomas P. Nash, IV
Brief description for the Index: 159 Halsey Hey Road
THIS DEED made this 1916 day of April, 2017, by and between
Walter Matthew Winslow and wife,
Dee Riddick Winslow
161 Old Neck Road
Hertford, NC 27944
John Michael Winslow and Welter Matthew Winslow,
Co -Executors of the Estate of Alice Jeanne Ward
Donald Hudson and wife,
Gwen Hudson
PO Bos 65
Hertford, NC 27944
Enter in appropriate block for each Grantor and Grantee: name, mailing address, and, if appropriate, character of entity, e.g.
comoration or oarmershio.
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 onto the Grantee in fee simple, all that certain lot or parcel of land situated in
Bethel Township, Perquimans County, North Carolina and more particularly described as follows:
See Exhibit "A" attached hereto and made a pan hereof
The property hereinabove described was acquired by Charles Ward by instrument recorded in Book 98, Page 514, Perquimans County
Registry. Charles Ward died testate on September 1, 2014 leaving the property to his wife, Alice Jeanne Ward. See Estate File No. 14-
E-119 in the Perquimans County Clerk's office. Alice Jeanne Ward died testate on August 29, 2016 leaving the property to her son,
Walter Matthew Winslow. See Estate File No. 16-E-128 in the Perquimans County Clerk's office.
All or a portion of the property herein conveyed _ includes or _A_ does not include the primary residence of a Grantor.
A map showing the above described property is attached hereto and made a part hereof.
This instrument prepared by Thomas P. Nash, IV, a licensed North Carolina anomey. Delinquent taxes, if any, to be paid by the closing
attorney to the county tax collector upon disbursement of closing proceeds.
Received
DCrlti9-EC

BK 463 PG 067 DOC#414558
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, other than the following exceptions:
Easements, restrictions, rights of way of record, public service utility casements, if any and 2017 Ad Valorem Taxes,
IN WITNESS WHEREOF, the Greater has duly executed the foregoing as of the day and year first above written.
� )Q1 a' _(SEAL)
Walter Matthew Winslow
_.� i�tStA.tf� U) MR, ) (SEAL)
Dee Riddick Winslow
The Estate of tpice Jeanne Ward
By: lV • - SEAL)
John Michaelinslo''`
w,,\Co-Execl!ut__or
Walter Matthew Winslow, Co -Executor
STATE OF NORTH CAROLINA
COUNTY OF PASQUOT,(A�NKK ,,/ L
1, "MAM Re !JI(QR l r . a Notary Public of the County of /'land State of North
Carolina, certify that Walter Matthew Winslow and Dee Riddick Winslow peraonall came before me this day and
acknowledged the due execution of the foregoing instrument for the purposes therein explAW4,
Wimessmyhan andofficialseel, is a Gt1dayof `s. N�7s'
No ubltc -
My Commission Expires: 8/a�/aO�If '.9•, pUB�'�G:
�"',00TANK 00o
ttnun qs
aE°ce
E)'G��e'�r

BK 463 PG 068 DOC#414558
STATE OF NORTH CAROLINA
COUNTY OF PASQUOTANK
1, hA 0. 4 00144-r , a Notary Public of the County of Oar-rCLp., and State of North
Carolina, certify that John Michael Winslow, Co -Executer of the Estate of Alice Jeanne Ward, personally came before
me this day and acknowledged the due execution of the foregoing instrument for the purposes therein expressed.
Witness my hand and official seal, this the a1P2' day of AQ✓; , 2017.
(
Notary Public
My Commission Expires: `,3v v" —1"3' 1,9
STATE OF NORTH CAROLINA
COUNTY OF PASQUOTANK
CARLA H. PORTER
Notary Public
North Carolina
Camden County
1, Yi" re / 7 � , a Notary Public of the County of ��d State of North
Carolina, certify that Walter Matthew Winslow, Co -Executor of the Estate of Alice ] e Ward, personally came
before me this day and acknowledged the due execution of the foregoing instrument for the purposes therein expressed.
Witness my fond and official segl° dsjssthe APR day of AW . 2017.
Ray Public
My Commission Expires: 'C /Ad//
ecei 1ecl,

BK 463 PG 069 DOC#414558
EXHIBIT "A"
BEGINNING at a point marked by a set iron pipe in a ditch situated on the Northwestern
right of way of Halsey Bay Road (S.R. 1400), which said point is further situated 1075
feet as measured in a Northeasterly direction from a point in the centerline of S.R. 1336,
and running thence from said point of beginning North 170 48" West 103.04 feel to a set
iron rod w/ green epoxy, comering; running thence North 530 00' East 76.20 feet to a set
iron rod w/ green epoxy, comering; running thence North 220 55' West 184.21 feet to a
set iron pipe, comering; running thence South 52° 56' West 61.93 feet to a set iron pipe,
cornering; running thence North 120 01' West 124.97 feet to a point; running thence
North 190 46' West 283.60 feet to an existing iron rod, comering; running thence North
540 02' East 625.46 feet to a set iron rod; running thence North 540 02' East 8.0 feet to a
point on the shoreline of the Perquimans River, comering; running thence along said
shoreline South 150 24' East 143.65 feet to a point on a bulkhead; running thence along
said bulkhead South 020 41' West 24.51 feet to a point; thence continuing along said
bulkhead South 24° 58' East 144.22 feet to a point; thence continuing along said bulkhead
South 30° 37' East 179.27 feet to a point; thence continuing along said bulkhead South
370 39' East 192.44 feet to a point in a ditch, comering; running thence along said ditch
South 540 1 I' West 746.95 feet to a set iron pipe, BEING THE POINT AND PLACE OF
BEGINNING. Said parcel of land is shown and delineated as "9.77 Acres" on that
certain survey prepared by Charles E. Brown, III, Professional Land Surveyor, dated
March 7, 2017, entitled in part "Walter Matthew Winslow", which said survey is attached
hereto and made a part hereof.
eceive
€.;M

eive �
M-ECf
S19°4fiE --\�
283.60 `
WINSLOW
ESTATE I6 -E-128
BK 463 PG 070 D0C#414558
WALTER MATTHEW WINSLOW
PERQUIMANS COUNTY, NORTH CAROLINA
BETHEL TOWNSHIP
BEING TRACTS ONE AND TWO IN DEED BOOK 98 PAGE 514
ALSO BEING DEPICTED ON MAPS RECORDED IN DEED BOOK
63, PAGE 557 AND DEED BOOK 72, PAGE 173 RESPECTIVELY
SEE ESTATE FILE 16-E-128, ITEM SIX.
SCALE I INCH • 200 FEET FEB 13,14,168120, 2017
0 100 200 300 400 800 800
FLOOD ZONE X and AE F.I.RM. 37207866001 10/05/2004
THIS PLAT IS OFA SURVEYOFA SUBDIVISION. OF LAND
NO HORIZONTAL CONTROL FOUND WITHIN 2000 FEET OF
THIS SURVEY. 1 S 54.42' W •.A'
rTO S.I.N.
S120 01' E
124.97 — \
ia y`i
5
N 52°
S 22° 55' E 184.21'
S 53° 00' W 76.20'
S 17° 48'E 103.04'
1075' TO
S.R. 1336
LEGEND
S I R E- SET IRON ROD W/GRE
S I R - SET IRON ROD
SIP - SET IRON PIPE
ER -EXISTING IRON ROD
S 15° 24' E
143.65'
$ 020 41 W 24.51
S 240518 ' E
7 144.22'
TWO STORY
BRICKHOUSE
/ V
9.77 ACRES
S 54° 11' W
746.95'
HOLLOWELL
OB 217, PG 869
WINSLOW
"� ESTATE 16-E-128
y644 I HEREBY CERTIFY THAT THE SUBDIVISION PLAT SHOWN
4w HEREONHAS BEEN FOUND TOCOMPLY WITH THE SUBDIVI-
SION REGU TIONS OF�PiiROUI ANS COUNTY.
3.7•/7 W � Zw d6
DATf: PERQUIMANSO& BDIVISIO REVIEW OFFICER
1, CHARLES E. BROWN III, CERTIFY THAT THIS
MAP IS DWN BY( FROM AN ACTUL
CAR,1", SURVEY BAY ME (DEEDEBOOK 98, PAGE 514);
THAT THE RATIO OF PRECISION AS CALCU -
'9` LATED IS I: 10,000; THAT THIS MAP IS
DRAWN IN ACCORDANCE WITH NC GS 47-30
SEAL AS AMENDED,WITNESS MY ORIGINAL 9I0-
:2458 NATURE, REOISTRATIO NU
� M ER AND SEAL '
� THIS
A p7 DAY OF , 2017.
18URV� /JO _f' I
cc Iy��s •E +BP4a4� 2[--°00055 JJOHNS N R0. ELI, Z TY, NC 247309
We
� F• REVIEW
OFF THAT 4ii1Si••4Sa
PEROUIMA 91S
CO Y CERTIFY THAT THE
MAP TO ICH THIS CERTIFICATE IS AFFIXED
MEETS ALL STATUATORY REQUIREMENTS
FOR RECORDING.
OAT RVI W fFl
ED TO ME
PLAN OF;
TO PUBLIC USE UNLESS OTHERWISE NOTED.
THAT THE LAND AS SHOWN HEREON IS WITH
w17
DATE OWNER
FB 61-40 17-04
JOG
$ 30° 37' E
179.27'
9 1
9 37°
3
192.4444'
S 54° 11' W
746.95'
HOLLOWELL
OB 217, PG 869
WINSLOW
"� ESTATE 16-E-128
y644 I HEREBY CERTIFY THAT THE SUBDIVISION PLAT SHOWN
4w HEREONHAS BEEN FOUND TOCOMPLY WITH THE SUBDIVI-
SION REGU TIONS OF�PiiROUI ANS COUNTY.
3.7•/7 W � Zw d6
DATf: PERQUIMANSO& BDIVISIO REVIEW OFFICER
1, CHARLES E. BROWN III, CERTIFY THAT THIS
MAP IS DWN BY( FROM AN ACTUL
CAR,1", SURVEY BAY ME (DEEDEBOOK 98, PAGE 514);
THAT THE RATIO OF PRECISION AS CALCU -
'9` LATED IS I: 10,000; THAT THIS MAP IS
DRAWN IN ACCORDANCE WITH NC GS 47-30
SEAL AS AMENDED,WITNESS MY ORIGINAL 9I0-
:2458 NATURE, REOISTRATIO NU
� M ER AND SEAL '
� THIS
A p7 DAY OF , 2017.
18URV� /JO _f' I
cc Iy��s •E +BP4a4� 2[--°00055 JJOHNS N R0. ELI, Z TY, NC 247309
We
� F• REVIEW
OFF THAT 4ii1Si••4Sa
PEROUIMA 91S
CO Y CERTIFY THAT THE
MAP TO ICH THIS CERTIFICATE IS AFFIXED
MEETS ALL STATUATORY REQUIREMENTS
FOR RECORDING.
OAT RVI W fFl
ED TO ME
PLAN OF;
TO PUBLIC USE UNLESS OTHERWISE NOTED.
THAT THE LAND AS SHOWN HEREON IS WITH
w17
DATE OWNER
FB 61-40 17-04

Property Of:
Walter Matthew Winslow
75 -Ft Coastal Shoreline
Area of Environmental Concern
Existing
Playhouse
I
/
/
/
/
Riparian Line
15 R Setback
\�
/ Shoreline �
/ Existing Rlprap
/
////Existing Gazebo
/ Existlna Platform\
Property O,
Donald & Gw Hudson
159 Halsr day Road
o sa mo 200 300 400 500
SCALP. 1 N = 200 FT
/
/
/
/
NFgRFsp S /
�Np /
q
V /
) Pier & Walkway/
/
/ Riparian Line
/ X15 it Setback
/
/
/
—Existing Osprey Nest Pole
- Proposed Bulkhead & Return Walls
Existing Bulkhead
30 -Ft Public Trust Shoreline
Area of Environmental Concern
GM-
FAF
LEGEND/KEY
rroposea rm
w
\
PROPOSED BULKHEAD
GRADING (DISTURBED AREA)
GRADING (1:6 SLOPE) TO 4 -FT TERRACE
LOTIBOUNDARY LINE
\1sung
EXISTING BRICK PAVERS
— — — — — — 75' CAMA ESTUARINE SHORELINE AEC
— — 30' CAMA PUBLIC TRUST SHORELINE AEC
W W W W POCOSIN
`1'�`✓ti",/`Yv<� 404 WETLANDS
_ APPROX. EDGE TREELINE
Property O,
Donald & Gw Hudson
159 Halsr day Road
o sa mo 200 300 400 500
SCALP. 1 N = 200 FT
/
/
/
/
NFgRFsp S /
�Np /
q
V /
) Pier & Walkway/
/
/ Riparian Line
/ X15 it Setback
/
/
/
—Existing Osprey Nest Pole
- Proposed Bulkhead & Return Walls
Existing Bulkhead
30 -Ft Public Trust Shoreline
Area of Environmental Concern
GM-
FAF
LEGEND/KEY
---------- SHORELINE(NWL)-OBSERVED 50/2019
EXISTING BULKHEAD
PROPOSED BULKHEAD
GRADING (DISTURBED AREA)
GRADING (1:6 SLOPE) TO 4 -FT TERRACE
LOTIBOUNDARY LINE
EXISTING ASPHALT ROADWAY/DRIVEWAY
EXISTING BRICK PAVERS
— — — — — — 75' CAMA ESTUARINE SHORELINE AEC
— — 30' CAMA PUBLIC TRUST SHORELINE AEC
W W W W POCOSIN
`1'�`✓ti",/`Yv<� 404 WETLANDS
_ APPROX. EDGE TREELINE
+X FT NWL CONTOUR
I�R�R RIPRAP
EXISTING DRAINAGE DITCH
• DEPTHSBELOWNWL
GENERAL NOTES
1) Drawings derived from a survey of Charles E. Brown,lll,
L-2458, signed on March 7, 2017, and from
information available from the PerquimansCounty GIS,
and from Measurements taken on 517/2019.
2) Drawing Is for permitting purposes only and not
ConsWction.
3) Copyright © 2019 SAMPSON CONTRACTING,Inc. All right
reserved. This material Is the property of SAMPSON
CONTRACTING, Inc., and Is protected by the copyright laws
of the United States and other countries. It may not be
reproduced, distributed, or altered in any fashion by any
entity without the express written Consent of
SAMPSON CONTRACTING, Inc. Written consent is hereby
granted to Donald & Gwen Hudson. Written Consent Is herby
granted to NC DCM, NC DEC, and the US ACOE for Permit
processing purposes.
NO REVISION
DATE
1 Label proposed finger plers
tV7/19
2 Reference Depths to NWL
9113/19
PE STAMP
SAMPSON CONTRACTING, INC.
12: Hunters Trail Wast
Elliebelh CI , Nc 27909
PROJECT TITLE: HUDSON
BULKHEAD REPLACEMENT, BOATLIFTS,
BOAT HOUSE DEVELOPMENT
DRAWING TITLE:
SITE OVERVIEW
SCALE: 1 IN. = 200 FT.
DRAWING NO.:
03 - 050719. 001
SHEET 1 OF 4
DRAWN: TS
CHECKED:
DATE: 06/03/19
PROJECTNO.:03 -050719

"Vv��v�v,"V\It,\V\V 1
',V \Il \A
\Il\i_/\'V V\Ilt�\\Il�
����\14
Shoreline 0 50 100 200 300 400 500
SCALE: 1 IN = 50 FT
Existing Riprap Existing Pier & Walkway
\IC \I! \Il
�\.I-/\V \
Proposec
\I! \I! � \ \ 7.0 ,� 41/4FS
REST 4A
y� HO proposed Boatlift ,
V
Existing Mooring Plies
Proposed Finger Piers
\ Existing Swlm Platform
\ , Proposed Double Jetskl Lift
75 -Ft Coastal Shoreline
Area of Environmental Concern
\ \ \ Existing Groin
\ \� Existing Groin
Existing \ \ 2.8 FT
Playhouse Existing \,.\ X\
Existing
Storage Shed
— — — — — — --- — — SHORELINE (NWL) OBSERVED 5/7/7019
\ \
�.,- \ 2,7 FT Existing Groln
GRADING (DISTURBED AREA)
GRADING (1 : 6 SLOPE) TO 4FT TERRACE
LOT(BOUNDARY LINE
2.5 FT
�0 EXISTING BRICK PAVERS
— — — — — — 75 CAMA ESTUARINE SHORELINE AEC
— — 30' CAMA PUBLIC TRUST SHORELINE AEC
/®
404 WETLANDS
APPROX. EDGE TREEUNE
+X Fr NWL CONTOUR
f� cli-�aRIPRAP
rel i
EXISTING DRAINAGE DITCH
X DEPTH68ELQ1f( NWL
i CM -EC
GENERAL NOTES
1) Drawings derived from a survey of Charles E. Brown,ll I,
L-2456, signed on March 7, 2017, and from
Information available from the PerqulmansCounty GIS,
Residential Structure
2) Drawing Is for permitting purposes only and not
\
\
\Existing
reserved. This material is the property of SAMPSON
CONTRACTING, Inc., and is protected by the copyright laws
of the United Slates and other Countries. It may rot be
,
entity without the express written consent of
SAMPSON CONTRACTING, Inc. Written Consent Is hereby
Existing \
granted to NC DCM, NC DEC, and the US ACOE for Permit
processing purposes.
N0REVISION DATE
Power Pole
2 Reference Depths to NWL 9113/19
PE STAMP
SAMPSON CONTRACTING, INC.
1
Ir
128 Hunters T '11 West
\ /
Property
BULKHEAD REPLACEMENT, BOATLIFTS,
BOAT HOUSE DEVELOPMENT
\
Donald &l Gwen H
Hudson
BULKHEAD REPLACEMENT
30 -Ft Publlc Trust Shoreline
\
159 Halsey Bay Road
A
Area of Environmental Concern
\ \
DATE: 86103/19
PROJECTNO,:03 -050719
\
\
\
_r
Existing Gazebo
�3.0 FT
FT
FT
aFRQL/M /
°Oo /
Fe /
/
-- Existing Osprey Nest Pole /
Riparian Line
/
15 ft Setback
/
Proposed Bulkhead & Return Walls
roposed Fill Area: All area between Proposed Bulkhead — —
/ and the Existing Bulkhead with dimensions of
/ approximately 2 -ft x 533 -ft. Additional FIII area is between
the Existing Bulkhead and NWL - -- - - within all eroded
wash-out areas behind failing the Bulkhead. Dimensions vary,
/ as indicated by drawing scale, along 477 -ft of shoreline. Max -
!mum width and length are 6 -ft, and 108 -ft, respectively.
Existing Bulkhead
Property Of:
Joel Christopher Hollowell
LEGENDIKEY
— — — — — — --- — — SHORELINE (NWL) OBSERVED 5/7/7019
EXISTING BULKHEAD
PROPOSED BULKHEAD
GRADING (DISTURBED AREA)
GRADING (1 : 6 SLOPE) TO 4FT TERRACE
LOT(BOUNDARY LINE
EXISTING ASPHALT ROADWAYIDRIVEWAY
�0 EXISTING BRICK PAVERS
— — — — — — 75 CAMA ESTUARINE SHORELINE AEC
— — 30' CAMA PUBLIC TRUST SHORELINE AEC
/®
404 WETLANDS
APPROX. EDGE TREEUNE
+X Fr NWL CONTOUR
f� cli-�aRIPRAP
rel i
EXISTING DRAINAGE DITCH
X DEPTH68ELQ1f( NWL
i CM -EC
GENERAL NOTES
1) Drawings derived from a survey of Charles E. Brown,ll I,
L-2456, signed on March 7, 2017, and from
Information available from the PerqulmansCounty GIS,
and from Measurements taken on 5/7/2019.
2) Drawing Is for permitting purposes only and not
construction.
3) Copyright ® 2019 SAMPSON CONTRACTING,Inc. All right
reserved. This material is the property of SAMPSON
CONTRACTING, Inc., and is protected by the copyright laws
of the United Slates and other Countries. It may rot be
reproduced, distributed, or altered In any fashion by any
entity without the express written consent of
SAMPSON CONTRACTING, Inc. Written Consent Is hereby
granted to Donald & Gwen Hudson, Written consent is herby
granted to NC DCM, NC DEC, and the US ACOE for Permit
processing purposes.
N0REVISION DATE
I Label Finger Piers; Define Fill Areas 877119
2 Reference Depths to NWL 9113/19
PE STAMP
SAMPSON CONTRACTING, INC.
1
Ir
128 Hunters T '11 West
Eliznheth CI . NC 27009
PROJECT TITLE: HUDSON
BULKHEAD REPLACEMENT, BOATLIFTS,
BOAT HOUSE DEVELOPMENT
DRAWING TITLE:
PROPOSED BOATLIFTS, BOAT HOUSE &
BULKHEAD REPLACEMENT
SCALE: 11N.=50 FT.
DRAWING NO.:
DRAWN: TS
03
SH 050719-0 4
SHEET 2 OF 4
CHECKED:
DATE: 86103/19
PROJECTNO,:03 -050719

2"x
2"x 10" C
2" x 8" Blocking
2" x 8"
2"x 2" Uplift Ties
1 Tie at each joist
and girder intersection
Seven 2" x 8" x 18's
with Outboard Joists Sistered
Typical Pier
Sections
0.0 ft -
Piles: 8" Butt
Piles cut flush with
top of girders.
2.5 CCA
C
2" x 8" Decking
Fasten with 3" Stainless
Steel Deck Screws
NOTE: 1) Finger Pier elevation to match that of existing pier.
Existing Pier elevation is approximately 3.7-f1 above NWL.
5/8" Galvanized Botts
with Washer on Each
Side and Nut (2 in
Each Girder)
W -M
BOATHOUSE FINGER PIER DETAILS
NTS
ft
Typical Bulkhead
Sections
V x 6" TREX Cap Boards
Orthogonal to Line of Bulkhead
6" x 6" —, J
2" x 8°�
5/8" x 15' Hot Dipped
Galvanized Tieback RodS1
Deadmen:
6"x6"x8'�
2.5 CCA
Level of Adjoinnin .
Existing GroundII
`0 II
Normal Water II.
Level (NWL)
Bottom
1 -12' Vinyl Sheetpile
70
V x 6" TREX Cap Boards
Orthogonal to Line of Bull
Filter Cloth
Minimum 2' Below Ground Level
& 1' Below Bulkhead End of Rod
Not Representative of Sheet -Pile Depths Below Bottom:
To Be Determined By Assessment of Soil Conditions
BULKHEAD DETAILS
NTS
LEGENDIKEY
,VO 2 "1 LC`.')
'.) CM
1) Drawing Is for permitting purposes only and not
construction.
2) Copyright C 2019 SAMPSON CONTRACTING,Inc. All rights
—2" X 8" reserved. This material Is the property of SAMPSON
CONTRACTING, Inc., and Is protected by the copyright laws
of the United States and other counhies. It may not be
reproduced, distributed, or altered In any fashion by any
" X 6" entity without the express written consent of
SAMPSON CONTRACTING, Inc. Written consent is hereby
granted to Donald and Gwen Hudson. written consent is
herby granted to NC DCM, NC DEQ, and the US ACOE for
Permit processing purposes.
mzzL 6DMA GyCO) I� 17.14191
STAMP SAMPSON CONTRACTING, INC.
(PROJECT TITLE: HUDSON
BULKHEAD REPLACEMENT, BOATLIFTS,
BOAT HOUSE DEVELOPMENT
BULKHEAD & FINGER PIER DETAILS
AS INDICATEDllian03 -
Ts 03 0507507
19 - 001
SHEET 3 OF 4
07120119
O.: 03.050719
2" x 2"Uplift Ties
I
1 Tie at Each Joist
r
and Girder Intersection
3' Minimum
Distance Above
i I
Water & Weiland
Substrate
I
2" x 10" Girders
(See Note 1)
Both Sides of Pile
NOTE: 1) Finger Pier elevation to match that of existing pier.
Existing Pier elevation is approximately 3.7-f1 above NWL.
5/8" Galvanized Botts
with Washer on Each
Side and Nut (2 in
Each Girder)
W -M
BOATHOUSE FINGER PIER DETAILS
NTS
ft
Typical Bulkhead
Sections
V x 6" TREX Cap Boards
Orthogonal to Line of Bulkhead
6" x 6" —, J
2" x 8°�
5/8" x 15' Hot Dipped
Galvanized Tieback RodS1
Deadmen:
6"x6"x8'�
2.5 CCA
Level of Adjoinnin .
Existing GroundII
`0 II
Normal Water II.
Level (NWL)
Bottom
1 -12' Vinyl Sheetpile
70
V x 6" TREX Cap Boards
Orthogonal to Line of Bull
Filter Cloth
Minimum 2' Below Ground Level
& 1' Below Bulkhead End of Rod
Not Representative of Sheet -Pile Depths Below Bottom:
To Be Determined By Assessment of Soil Conditions
BULKHEAD DETAILS
NTS
LEGENDIKEY
,VO 2 "1 LC`.')
'.) CM
1) Drawing Is for permitting purposes only and not
construction.
2) Copyright C 2019 SAMPSON CONTRACTING,Inc. All rights
—2" X 8" reserved. This material Is the property of SAMPSON
CONTRACTING, Inc., and Is protected by the copyright laws
of the United States and other counhies. It may not be
reproduced, distributed, or altered In any fashion by any
" X 6" entity without the express written consent of
SAMPSON CONTRACTING, Inc. Written consent is hereby
granted to Donald and Gwen Hudson. written consent is
herby granted to NC DCM, NC DEQ, and the US ACOE for
Permit processing purposes.
mzzL 6DMA GyCO) I� 17.14191
STAMP SAMPSON CONTRACTING, INC.
(PROJECT TITLE: HUDSON
BULKHEAD REPLACEMENT, BOATLIFTS,
BOAT HOUSE DEVELOPMENT
BULKHEAD & FINGER PIER DETAILS
AS INDICATEDllian03 -
Ts 03 0507507
19 - 001
SHEET 3 OF 4
07120119
O.: 03.050719

LEGEND/KEY
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GENERAL NOTES
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1) Drawing is for permitting purposes only and net
00
construction.
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2) Copyright ® 2019 SAMPSON CONTRACTING,Inc. All right
reserved. This material Is the property of SAMPSON
N-
CONTRACTING, Ina, and Is protected by the copyright laws
Isof
the United States and other countries. It may not be
N
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reproduced, distributed, or allered in any fashion by any
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N N N
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entity without the express written consent of
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SAMPSON CONTRACTING, Inc. Written consent Is hereby
ranted to Donald and Gwen Hudson. Written consent is
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herby granted to NC DCM, NC DEQ, and the US ACOE for
processing purposes.
OPermit
m
"0�
m
— !'r-
r
C.
19
J
NO
REVISION
DATE
1
Clari Fi n er Pier elevation
ty s
8/12/19
'o 19
i
I
a
I
STAMP
SAMPSON CONTRACTING, INC.
z
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126 Nuntare Trell Wait
Elisabeth CI , NC 27908
PROJECT TITLE: HUDSON
BULKHEAD REPLACEMENT, BOATLIFTS,
m
— i
_ _ _ _
_ _
BOAT HOUSE DEVELOPMENT
DRAWING TITLE:
et
m
BOAT HOUSE DETAILS
cg
i
SCALE: AS INDICATED
DRAWING NO.:
z
m
I
it
i
DRAWN: Ts
<
m
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03-050719-001
cxEcxED:
I
I
SHEET 4 OF 4
DATE: 07/20/19
PROJECT NO.: 03 - 050719