89-19 Hudson, Donald & Gwen

`Permit Class
NEW
STATE OF NORTH CAROLINA -,�
Department of Environmental Quality
and �OJ`
.;VED Coastal Resources
CCommissionjAN, 2 S 2020 permit
for
DCWMHD CITY X Major Development in an Area of Environmental Concern
pursuant to NCGS I I3A-118
X Excavation and/or filling pursuant to NCGS 113-229
Issued to Donald and Gwen Hudson 211 Ocean Highway South, Hertford, NC 27944
Permit Number
89-19
Authorizing development in Perguimans County at adj. to a Per uimans River. at 159 Halsey Bay Rd.. in
Hertford , as requested in the permittee's application dated 7/21/19 (MP-1, MP-3, MP-4) & 8/7/19 (MP-2), incl. att.
workplan drawings (4), Sheets 1,2 of 4 dated "Revised 9/13/19" & Sheets 3,4 of 4 dated "Revised 8/12/19".
This permit, issued on November 13, 2019 , is subject to compliance with the application (where
consistent with the permit), all applicable regulations, special conditions and notes set forth below. Any violation
tt tnese terms may oe sunject to tines, imprisonment or civic acuon; or may cause me permn to De nuts ana v01a.
Shoreline Stabilization - Bulkhead
1) The bulkhead shall be constructed in accordance with the alignment depicted on the attached
workplan drawings.
2) No open water shall be excavated or filled, even temporarily, outside of the approved bulkhead
alignment.
3) The alignment of the authorized bulkhead shall be staked by the permittee and verified by a
representative of the Division of Coastal Management within a maximum of 30 days prior to the start
of construction.
(See attached sheets for Additional Conditions)
This permit action may be appealed by the permittee or other
qualified persons within twenty (20) days of the issuing date.
This permit must be accessible on -site to Department
personnel when the project is inspected for compliance.
Any maintenance work or project modification not covered
hereunder requires further Division approval.
All work must cease when the permit expires on
December 31, 2022
In issuing this permit, the State of North Carolina agrees that
your project is consistent with the North Carolina Coastal
Management Program.
Signed by the authority of the Secretary of DEQ and the Chair
of the Coastal Resources Commission.
Z�
for Braxton C. Davis, Director
Division of Coastal Management
This permit and its conditions are hereby accepted.
Signature of Permittee

Donald and Gwen Hudson Permit No. 89-19
GOpy Page 2 of 3
ADDITIONAL CONDITIONS
4) The bulkhead shall be solid and constructed of treated wood, concrete slabs, metal or vinyl sheet piles,
or other suitable materials approved by Division personnel.
5) The bulkhead shall be constructed prior to any backfilling activities.
6) The bulkhead shall be structurally tight so as to prevent seepage of backfill materials through the
structure.
7) The fill material shall be clean and free of any pollutants except in trace quantities.
8) No backfill material is to be placed within 30 feet of the normal water line, except that which will be
used to backfill the area behind the permitted bulkhead.
Sedimentation and Erosion Control
9) A ground cover sufficient to restrain erosion shall be provided within 30 calendar days of any phase of
grading on cut or filled slopes. At a minimum, a silt fence shall be properly installed immediately
landward of the bulkhead cap immediately following completion of backfilling activities.
Docking Facility
10) This permit authorizes only the docks, piers, and other structures and uses located in or over the water
that are expressly and specifically set forth in the permit application. No other structure, whether
floating or stationary, shall become a permanent part of this docking facility without permit
modification. No non -water dependent uses of structures shall be conducted on, in or over Public Trust
waters without permit modification.
11) The permittee shall install and maintain at his expense any signal lights or signals prescribed by the U.S.
Coast Guard, through regulation or otherwise, on the authorized facilities. At minimum, permanent
reflectors shall be attached to the structure in order to make it more visible during hours of darkness or
inclement weather.
12) This permit authorizes a maximum of 3 formalized boat slips.
13) The boathouse shall not be completely enclosed or have side coverage more than one half the height of
the side, from the roof waterward. The footprint of the boathouse shall not exceed the dimensions on the
authorized workplans.
14) The authorized boathouse shall be single story, and shall not be designed to allow for second story use.
15) No attempt shall be made by the permittee to prevent the full and free use by the public of all navigable
waters at or adjacent to the authorized work.

Donald and Gwen Hudson Permit No. 89-19
Page 3 of 3
ADDITIONAL CONDITION Z
General
16) This permit shall not be assigned, transferred, sold, or otherwise disposed of to a third party without the
written approval of the Division of Coastal Management.
17) The permittee shall maintain the authorized work in good condition and in conformance with the terms
and conditions of this permit. The permittee is not relieved of this requirement if he or she abandons the
permitted activity without having it transferred to a third party.
18) The permittee and/or his or her contractor shall meet with a representative of the Division prior to
project initiation.
NOTE: This permit does not eliminate the need to obtain any additional state, federal or local permits,
approvals or authorizations that may be required.
NOTE: The U.S. Army Corps of Engineers authorized the project by way of Programmatic General
Permit 198000291 (Action ID SAW-2019-01860).
NOTE: The N.C. Division of Water Resources authorized the proposed project by way of General Water
Quality Certification 4175 and assigned the project DWR Project No. 19-1296.
NOTE: Future development of the permittee's property may require a modification of this permit.
Contact a representative of the Division at [phone] prior to the commencement of any
such activity for this determination. The permittee is further advised that many non -water
dependent activities are not authorized within 30 feet of the normal water level.
NOTE: An application processing fee of $250 was received by DCM for this project. This fee also
satisfied the Section 401 application processing fee requirements of the Division of Water
Resources.

n
DIVISION OF COASTAL MANAGEMENT
Application Processing Notes
Applicant: dz,�-so✓I ' o6v-a 0 A- 6;o0fl,
Type: (Check all that apply)
New .'k Major Mod
Permit Coordinator:
Permit# Minor Mod Renewal Transfer
Field Representative:
Date Time pp r / / Message
(o%4'�i Zu,',d JP47r6� both 5w C . 4P/-I GQOwr 'V'Srawer-c pfg 4'��
{b
j0���(4 Co�+p � k nc rro�,.t ��r;del � s•� l; r� {n G� �s
�NAF Ks�m1 S rr1 iortwr� .
I`Igha ova- �r rw"w

DIVISION OF COASTAL MANAGEMENT
APPLICATION TRANSMITTAL AND PROCESSING RECORD
i
APPLICANT: Donald and Gwen Hudson
COUNTY: Pe►quimans
PROJECT NAME: Shoreline Protection & Boat Slip Development
LOCATION OF PROJECT: 159 Halsey Bay Road
DATE APPLICATION RECEIVED COMPLETE BY FIELD: 9-16-19
FIELD RECOMMENDATION: Attached: No
To Be Forwarded: Yes
FIELD REPRESENTATIVE: Rountree DISTRICT OFFICE: ELIZABETH CITY
DISTRICT MANAGER REVIEW: J Date 9 J. S (`1
B) DATE RECEIVED BY MAJOR PERMITS UNIT: FEE REC'D: $250 H III (A)
APPLICATION ASSIGNED TO: Bodnar
PUBLIC NOTICE REC'D: 10-2-19
ADJ. RIP. PROP NOTICES REC'D:
C) 75 DAY DEADLINE: 11-30-19
END OF NOTICE DATE: 10-22-19
DEED REC'D: Yes
150 DAY DEADLINE:
HOLDS:
EMAIL OUT DATE: 9J*19 STATE DUE DATE: 10-17-19
PERMIT FINAL ACTION: ISSUE DENY
AGENCY
DATE
NOTES
COMMENTS
OBJECTIONS:
RETURNED
YES NO
DCM - Field Rep
lD tT�/9si51rT
/ -I /
^' S darli
DCM - LUP Consistency Determination
t047
�c
Local Permit Officer
Corps of Engineers - Regulatory Branch
I(((r
zC7—O/pj(oc)
DWR-401 Section
�(It40
L
DWR-Public Water Supply
qh7(
DEMLR - Stormwater
11-5
DEMLR - Sediment & Erosion
DOA - State Property Office
to/
Wildlife Resources Commission
rt/I
DMF - Shellfish Section
�[17
DMF - Habitat & Enhancement
lohS
DNCR - Archives & History
" /7
DNCR-Natural Heritage Program
NCDOT
Rural Development Division
Q
17
C

ROY COOPER
Governor
MICHAEL S. REGAN
Seaetary
BRAXTON C. DAVIS
Director
MEMORANDUM
NORTH CAROLINA
Environmental QuoWy
TO: Gregg Bodnar, Assistant Major Permits Coordinator
Division of Coastal Management, Morehead City
THROUGH: Ron Renaldi, District Manager 21}(L
Northeastern District, Division of Coastal Management
FROM: Cynthia Rountree, Field Representative a*KC
DATE: October 17, 2019
SUBJECT: Donald & Gwen Hudson; 159 Halsey Bay Road Major Permit
Recommendations
The applicant proposes to replace 533 linear feet of bulkhead 2 feet out from the existing
dilapidated bulkhead, construct a 30.5 foot by 13 foot boathouse with a lift and construct a
51 foot by 6 foot L-shaped finder pier off the North side of the existing dock. The property
is located at 158 Halsey Bay Road, Hertford, Perquimans County adjacent to the
Perquimans River.
The development proposal involves the Public Trust Area (PTA), Estuarine Shorelines
(ES), Public Trust Shorelines (PTS), and Estuarine Waters (EW) Areas of Environmental
Concern.
I have reviewed the Rules of the Coastal Resources Commission (CRC) as they pertain to
this project and my findings are as follows:
15A NCAC 07H .0208 USE STANDARDS
(a) addresses General Use Standards, and subparagraph (1) requires that uses which are
not water dependent shall not be permitted in coastal wetlands, estuarine waters, and
public trust areas. Restaurants, residences, apartments, motels, hotels, trailer parks,
private roads, factories, and parking lots are examples of uses that are not water
dependent. Uses that are water dependent include: utility crossings, wind energy facilities,
docks, wharves, boat ramps, dredging, bridges and bridge approaches, revetments,
RECEIVED
01 2 2 2019
North Carolina Department of Envtronnental Quality I Division of Coastal Management D C M-M H D CITY
Elizabeth City Office 1 401 South Griffin Street. Suite 300 1 Elizabeth City. North Carolina 27909 "
2522643901

North Carolina Department of Environmental Quality
Division of Coastal Management
MEMORANDUM
Page 2 of 6
October 17, 2019
bulkheads, culverts, groins, navigational aids, mooring pilings, navigational channels,
access channels and drainage ditches.
Consistent: The applicant proposes to replace a bulkhead and add a finger pier. This
sub -paragraph lists these structures as water dependent.
(a)(2)(A) requires that the location, design, and need for development, as well as the
construction activities involved shall be consistent with the management objective of the
Estuarine and Ocean System AEC (Rule .0203 of this subchapter) and shall be sited and
designed to avoid significant adverse impacts upon the productivity and biologic integrity
of coastal wetlands, shellfish beds, submerged aquatic vegetation as defined by the Marine
Fisheries Commission, and spawning and nursery areas.
Consistent: The development is designed to not interfere with Shellfish beds or
submerged aquatic vegetation.
(a)(2)(B) requires that the development shall comply with state and federal water and air
quality
Consistent: This development will not violate water and air quality.
(a)(2)(C) requires that the development shall not cause irreversible damage to
documented archaeological or historic resources as identified by the N.C. Department of
Cultural resources.
Consistent: There are no known archaeological or historic resources on the
property.
(a)(2)(D) requires that the development shall not increase siltation.
Consistent: It does not appear that this development will measurably increase
siltation.
(a)(2)(E) requires that the development shall not create stagnant water bodies.
Consistent: It does not appear that the development will create stagnant water
bodies.
(a)(2)(F) requires that the development shall be timed to avoid significant adverse impacts
on life cycles of estuarine and ocean resources.
Consistent: The development will have minimum adverse effects on life cycles or
estuarine resources.
RECEIVED
OCT 2 2 2019
DCM-MHD CITY

North Carolina Department of Environmental Quality MEMORANDUM
Division of Coastal Management Page 3 of 6
October 17. 2019
(a)(2)(G) requires that the development shall not jeopardize the use of the waters for
navigation or for other public trust rights in public trust areas including estuarine waters.
Consistent: The development proposal minimal effects on navigation.
(b) Specific Use Standards
(b)(6) Addresses Piers and Docking Facilities.
(b)(6)(A) requires that piers shall not exceed six feet in width. Piers greater than six feet in
width shall be permitted only if the greater width is necessary for safe use, to improve
public access, or to support a water dependent use that cannot otherwise occur.
Consistent: The proposed finger pier is 6 foot in width.
(b)(6)(B) requires that the total square footage of shaded impact for docks and mooring
facilities (excluding the pier) allowed shall be eight square feet per linear foot of shoreline
with a maximum of 2,000 square feet. In calculating the shaded impact, uncovered open
water slips shall not be counted in the total. Projects requiring dimensions greater than
those stated in this Rule shall be permitted only if the greater dimensions are necessary for
safe use, to improve public access, or to support a water dependent use that cannot
otherwise occur. Size restrictions shall not apply to marinas.
Consistent: The proposed finger pier, boathouse and two jet ski lifts add 654 square
feet of shaded area to the already existing shaded area of 384.6 square feet The
shoreline along the project area is 706 feet which allows for the maximum 2,000
square feet of shaded area and combined the shaded impacts will be 1,135.1 square
feet
(b)(6)(D) requires that a boathouse shall not exceed 400 square feet except to
accommodate a documented need for a larger boathouse and shall have sides extending no
farther than one-half the height of the walls and covering only the top half of the walls.
Measurements of square footage shall be taken of the greatest exterior dimensions.
Boathouses shall not be allowed on lots with less than 75 linear feet of shoreline.
Consistent: The proposed boathouse will be 396.5 square feet which is less than the
maximum for 400 square feet
(b)(6)(E) requires that the total area enclosed by an individual boat lift shall not exceed
400 square feet except to accommodate a documented need for a larger boat lift
Consistent: The proposed boat lifts will be 300 square foot and 24 square foot which
are less than maximum for 400 square feet
RECEIVED
OCT 22 2019 ____ .I
DCM-MHD CITY

North Carolina Department of Environmental Quality
Division of Coastal Management
MEMORANDUM
Page 4 of 6
October 17.2019
(b)(6)(F) requires that piers and docking facilities shall be single story. They may be
roofed but shall not be designed to allow second story use.
Consistent: The proposed finger pier is single story.
(b)(6)(G) requires that pier and docking facility lengths shall be limited by:
(i) not extending beyond the established pier or docking facility length along the same
shoreline for similar use; (This restriction does not apply to piers 100 feet or less in length
unless necessary to avoid unreasonable interference with navigation or other uses of the
waters by the public);
Consistent: The proposed finger pier will not extend beyond the existing piers
length.
(ii) not extending into the channel portion of the water body; and
Consistent: The proposed finger pier will not extend into the channel portion of the
waterbody.
(iii) not extending more than one-fourth the width of a natural water body, or human -made
canal or basin. Measurements to determine widths of the water body, canals or basins shall
be made from the waterward edge of any coastal wetland vegetation that borders the
water body. The one-fourth length limitation does not apply in areas where the U.S. Army
Corps of Engineers, or a local government in consultation with the Corps of Engineers, has
established an official pier head line. The one-fourth length limitation shall not apply when
the proposed pier is located between longer piers or docking facilities within 200 feet of
the applicant's property. However, the proposed pier or docking facility shall not be longer
than the pier head line established by the adjacent piers or docking facilities, nor longer
than one-third the width of the water body.
Consistent: The proposed finger piers will not extend will not extend more than 1/4
width of the waterway.
(b)(6)(1) requires that piers and docking facilities shall not interfere with the access to any
riparian property and shall have a minimum setback of 15 feet between any part of the pier
or docking facility and the adjacent property owner's areas of riparian access. The line of
division of areas of riparian access shall be established by drawing a line along the channel
or deep water in front of the properties, then drawing a line perpendicular to the line of the
channel so that it intersects with the shore at the point the upland property line meets the
water's edge.
Consistent: The proposed finger pier will remain outside of the 15 foot setback.
(b) (7) Addresses Bulkheads. ,RECEIVED
OCT 2 2 2019
DCM-MHD CITY

North Carolina Department of Environmental Quality MEMORANDUM
Division of Coastal Management Page 5 of 6
October 17, 2019
(b)(7)(A) requires that bulkhead alignment, for the purpose of shoreline stabilization, shall
approximate the location of normal high water or normal water level.
Possible Inconsistency: The proposed bulkhead is below normal water level and to
be placed 2 foot in front of an existing remnant bulkhead.
(b)(7)(B) requires that bulkheads shall be constructed landward of coastal wetlands in
order to avoid significant adverse impacts to the resources.
Consistent: The propose bulkhead will not be placed near any wetland area.
(b)(7)(C) requires that bulkhead backfill material shall be obtained from an upland source
approved by the Division of Coastal Management pursuant to this Section, or if the
bulkhead is a part of a permitted project involving excavation from a non upland source,
the material so obtained may be contained behind the bulkhead.
Consistent: The applicant has indicated that the fill will be trucked in and contain
clean sand/soil from an upland location.
(b)(7)(D) requires that bulkheads shall be permitted below normal high water or normal
water level only when the following standards are met:
(i) the property to be bulkheaded has an identifiable erosion problem, whether it results
from natural causes or adjacent bulkheads, or it has unusual geographic or geologic
features, e.g. steep grade bank, which will cause the applicant unreasonable hardship under
the other provisions of this Rule.
Consistent: The property currently has 533 feet of dilapidated bulkhead along the
shoreline shows identifiable erosion problems.
(ii) the bulkhead alignment extends no further below normal high water or normal water
level than necessary to allow recovery of the area eroded in the year prior to the date of
application, to align with adjacent bulkheads, or to mitigate the unreasonable hardship
resulting from the unusual geographic or geologic features.
Possible Inconsistency: The dilapidated bulkhead has had erosion behind it since
2012 and is currently in line with the existing bulkhead to the south with no existing
bulkhead to the north.
(iii) the bulkhead alignment will not adversely impact public trust rights or the property of
adjacent riparian owners
Consistent: The proposed bulkhead will not result in adverse impacts on public trust
rights or to the adjacent riparian property owners.
RECEIVED
OCT 2 2 2019
DCM-MHD CITY

North Carolina Department of Environmental Quality
Division of Coastal Management
MEMORANDUM
Page 6 of 6
October 17, 2019
(iv) the need for a bulkhead below normal high water or normal water level is documented
by the Division of Coastal Management; and
Consistent: The need for a bulkhead below NWL is documented by the Division of
Coastal Management.
(v) the property to be bulkheaded is in a non -oceanfront area.
Consistent: The proposed bulkhead is in a non -oceanfront area.
(b)(7)(E) requires that where possible, sloping rip rap, gabions, or vegetation shall be used
rather than bulkheads.
Consistent: The proposed development of a bulkhead where the existing dilapidated
bulkhead has caused some erosion will benefit from a new bulkhead where riprap or
vegetation may not properly protect the property.
Based on my review of the applicable subsections of the North Carolina Administrative
Code, the permit application, and plans, I recommend a Major Permit be issued to Donald
and Gwen Hudson with the permit with standard permit conditions.
RECEIVED
OCT 22 Z019
DCM-MHD CITY

ROY COOPER
Governor
---MICHAEI: S:RECAN---
Secretary
BRAXTON C. DAVIS
Director
September 26, 2019
MEMORANDUM:
aM.STATErv.
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] (Courier04-16.33)
oreoe bodna[Ancdenroov
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
I comments, /
PRINT NAME Cll W �jl!�fiEl� RECEWE®
AGENCY rW61IC a�P^ SKf7pIX C� pcf<ch
SIGNATURE rGDyi�aa e( SEp 2 7 2019
DATE
[0P SECTION IRS D
North Carolina Department of Environmental Quality'I DIVlslonof Coastal Management
Elizabe114Clty001ce 1 401 South Gnflln Siree6 Suite3001 Elizabeth City, North Carolina 27909
252.264„4901

ROY COOPER
Covemor
MICHAEL'S. BEGAN
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 26557
Fax: [phone]' (Courier 044 6-33)
greoo: bodnar(clIncdenr.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
Pleaseindicate below your agency's position or viewpoint on the proposed; project and
return this form to'Greaa 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.
to the project as proposee. ,
_j,--­Phis 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 Le-Pacl: tt
AGENCY n) C- Co .*7nf u-«
SIGNATURE
DATE
5EP 2 7 2019
North Carolina Department of Environmental Qualily'I Division of Coastal Mam9emernt
Elizabeth City Office 1. 101 South CrifnnStrect St1te300I Elizabeth City.Norlh Carollna2T909
252.264.3901

ROY COOPER
Governor-- - - - -
MICHAELS.,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:Comlmerce Ave., Morehead City;NC 28557
Fax; 252-247-3330 (Courier 04-16.33)
grega. bodna1i)ncdenr. gov
SUBJECT: CAMA /Dredge & Fill Application Review
Applicant: Donald and Gwen Hudson
Project Location: 159 Halsey Bay Road in Perquiman5 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 Greqq Bodnar at the address: above by October 17, 2019. If you have any
questions regarding the proposed project, contact Ron Renaldi (252264-3901, ext. 235) when
appropriate, in-depth comments with supporting data is requested.
_ This agency has no objection to the
"Additional comments may attac
XThis agency has no comment on the proposed project.
This agencyapproves 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 Kacea 76nn
AGENCY
NCDMF Shellfish Sanitation
SIGNATURE / for Shannon Jenkins
DATE 9/27/19
SEP 3 0 2019
MP SECTION MHD
'N,ortb Carolina Department of Environmental Quality I,Divislon of Coastal Management
Elizabeth City Office 1 4019oulh Grlffin Street, Suite 3001 Elizabeth City, North Carolina 27969
252264.S901

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
S. DANIEL SMITH
Director
Mr. Donald Hudson
211 Ocean Highway South
Hertford, NC 27944
Dear Mr. Hudson:
NORTH CAROLINA
Environmental Quality
September 30, 2019
Subject: Stormwater Permit Exemption
Stormwater Project No. SW7190912
Bulkhead & Boathouse Project
Perquimans County
On September 27, 2019, the Washington Regional Office of the Division of Energy, Mineral,
and Land Resources received a copy of your CAMA Major application for the subject project. The
proposal involves the construction of a bulkhead and boathouse located at 159 Halsey Bay Road
near Hertford, NC. Staff review of the plans and specifications has determined that the project, as
proposed, consists of activities that will not pose surface water quality threats from stormwater
runoff. The Director has determined that projects that are reviewed and approved by the Division
as not posing water quality threats from stormwater runoff should not be subject to the Stormwater
management permitting requirements of 15A NCAC 21-1.1000. Forthis reason; we are informing
you by way of this letter that the current project will not require a State Stormwater management
permit.
The stormwater rules require the Division to permit the common plan of development,
therefore, any future development on the property, regardless of whether a SEC plan or CAMA
Major permit is also required, will require a Stormwater Management Permit application and
permit issuance from the Division of Energy, Mineral, and Land Resources prior to any
construction. Any construction on the subject site, prior to receipt of the required permit, will
constitute a violation of 15A NCAC 21-1.1000 and may result in appropriate enforcement actions by
this Office.
Please keep in mind that this determination does not affect your legal obligation to obtain
other permits and approvals, which may be required by Federal, State, or local government
agencies, rule or law. If you have any questions, or need additional information concerning this
matter, please contact this office at [phone].
.,
!, .r. :.
Sincerely,
Bill Moore
Environmental Engineer
Washington Regional Office
RECEIVED
OCT 1 2019
MP SECTION MM
North Carolina Department of Environmental Quality I Division of Energy. Mineral and Land Resources
Washington Regional Office 1 943 Washington Square Mall I Washington. North Carolina 27889
252.946.6481

Rec eAve'd- 09/27/2019-
State H18tofic.Preservadon Office:
R2Y CgpPER
G
MICHAEL& REGAN
BRAXTON'C DAVIS
DIM.Crar
qeptqrnber,26; 2019:.
MEMORANDUM:
Gregg Bodpar, Assistant'Mlqjor Permits Coordinator
NCDEQ-,, Div,lsion,6f,Coastal',Management,
400 CoTr7ibrce,Ave;,,Morshead lbityj Nb07-
28
Fax.- 252-247-3310'(Courier04il,643)�
'SUBJECT" CAMA l6redge 8, Fffl'Appil6ation,Review,
4pplicant: Donald indGwen Hbdson
ER -19-2951
Due -'- 1`0/14/1,9-
Pr6j6dfLd.cation: 'T",Hildey, Pay Road ln'Pqrqulnians County
Propo'sed,Pirbject: Instill bulkheading, construct a boathouse t looki lft,� L-stiaped flnqero [or
around the boathouse, Insiail.a,d6ukilije
I I t7ki,lift
— ThIs,agenby-has
as
""Additional comments may tie attached"
Thi,s,ageficy has no comment on the proposed project.
Th , is age " nc . y-approvibs of thelptojectonly4 the recommended cha n* e's
are incorporated. nc6r or' 'tee attached.
, P
this a'g6nq:objects to. the pr9jectfor reasons described inthe .attached
comments. RECE I IVED
PRINT NAME Renee Gledhill -Earley
,AGENCY State Histofir—Preseniatiori Office
SIGNATURE w
DATE
OCT 7 2019
MP SECTION MHD
NorttiCamima Department of Dvtrtmmen tal Quallty I olvislon of CoastifMaMement
Ellzabetb City Office 1401 SouiliGrtffinStreeLStdte3OO�I EHwbethMrNwthCarn1vw7J909
T5?2643901
SEP 3 0, 2019
r

ROY`,COOPER NORTH CARoUNA
Governor EnvlronmentofQaallty'
MICHAEL S. REGAN
Se&etary
BRAXTON C,.DAVIS.
Director
r
'8eptember26, 2019
MEMORANDUM:
FROM: Gregg Bodnae,.Assistant Major'Permits Coordinator
NCDEQ - Division .of'Coastal Management;
400 C,ommerce.Ave., Morehead City; NC28567
Fax; 252-247-3330,(Courier 0.4-16=33)
'gr6gg. bod n ar(a.ncdenr.gov
SUBJECT: CAMA /'Dredge & Fill Application Review
Applicant: Ronatd 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
PleaseindicaWbelowyouragency's position -or viewpoint on the, proposed project and
retarmthis form'to Gremet Bodnar at the address above by Octoher17„2019. 'If you haVe,bry
questions regarding the proposed project contact -Ron Renaldi (252-264-3901, exL235) when,
appropriate, in-depth,comments with suppoding,data'is requested:
no
be
DWR Project No. 19-1296
No Written Concurrenc Required
This agency has no comment on the proposed project.
This.agencyapproves of the project only if the'recofnmended changes
are, incorporated. See attached.
This agency objeicts. to the projectiforreasohsAeseribed in the attached
comments.
PRINT NAME Anthony Scarbraugh
AGENCY DWR
SIGNATURE A�
DATE 10/11/19
Wy)MIo1g4Wp OUY
RECEIVED
OCT 1 1 2019
MP SECTION MH®
North.Carollna DepartmentofEnvironmental Quality I Division of Coastal Management
Elizabeth 0 f6co 1401 South Griffin Street, Suite 300,1 Elizabeth City, North: Carolina 27909.
252.244.3901

•' N
ROY COOPER
Governor
MICHAEL S. REGAN
Secretory
LINDA CULPEPPER
Director
..`Ho2 NOT A CAMA PERMIT
NORTH CAROLINA
Environmental Quality
October 30, 2019
DWR # 19-1296
PERQUIMANS County
Donald and Gwen Hudson
211 Ocean Highway South
Hertford, NC 27944
Subject: NO WRITTEN CONCURRENCE REQUIRED
Hudson Property —159 Halsey Bay Road
Dear Mr. and Mrs. Hudson:
The Division of Water Resources (DWR) has received a copy of your CAMA Major application modification
request. DWR issues approval in the form of a Water Quality Certification (WQC) in conjunction with the
CAMA Major Permit and General Permit(s) 198000291 issued by the US Army Corps of Engineers (USACE).
This Certification allows you to use the CAMA Major Permit when the Division of Coastal Management
issues it.
In accordance with the attached General Certification #4175 (GC 4175), the impacts described in your
application do not require written authorization to utilize GC 4175. However, you are required to follow
the conditions listed in the attached certification. You should get or otherwise comply with any other
federal, state and local requirements before you go ahead with your project including (but not limited to)
erosion and sediment control regulations.
This Certification can be contested as provided in Articles 3 and 4 of General Statute 150B by filing a
written petition for an administrative hearing to the Office of Administrative Hearings (hereby known as
OAH). A petition form may be obtained from the OAH at http://www.ncoah.comz or by calling the OAH
Clerk's Office at [phone] for information.
Within sixty (60) calendar days of receipt of this notice, a petition must be filed with the OAH. A petition
is considered filed when the original and one (1) copy along with any applicable OAH filing fee is received
in the OAH during normal office hours (Monday through Friday between 8:00am and 5:00pm, excluding
official state holidays).
The petition may be faxed to the OAH at [phone], provided the original and one copy of the petition
along with any applicable OAH filing fee is received by the OAH within five (5) business days following the
faxed transmission. R C IV9E
Mailing address for the OAH:
OCT 3 n 2019
PAP SECTION MHD
North Carolina Department of8nvironmentalQuality IDlvislonofWater Resources
Washington Regional Office I W Washington Square Mall I Washington. North Carolina 27889
xoaxcm.ve
�^�aF^^a-•^W�r� 252.946.6481

D W R# 19-1296
401 APPROVAL
Page 2 of 2
If sending via US Postal Service:
Office of Administrative Hearings
6714 Mail Service Center
Raleigh, NC 27699-6714
If sending via delivery service (UPS, FedEx,
etc.):
Office of Administrative Hearings
1711 New Hope Church Road
Raleigh, NC 27609-6285
One (1) copy of the petition must also be served to DENR:
William F. Lane, General Counsel
Department of Environmental Quality
1601 Mail Service Center
Raleigh, NC 27699-1601
This letter completes the review of the Division under section 401 of the Clean Water Rules. Please
contact Anthony Scarbraugh at 252-948-3924 or anthony.scarbraugh(@ncdenr.gov if you have any
questions or concerns. .
Sincerely,
ROW T""
Robert Tankard, Assistant Regional Supervisor
Water Quality Regional Operations Section
Division of Water Resources, NCDEQ
Enclosures: GC 4175
Certification of Completion
cc: Gregg Bodnar, DCM Morehead City Office (via email)
Cynthia Rountree, DCM Elizabeth City (via email)
Raleigh Bland, USACE Washington Regulatory Field Office (via email)
Laserfiche
OCT 3 n 2019
IVIP SECTION MHD

ROYCOOPER
d6whoK
MICNAI!L:S,UOAW
stffdr4
BRAXTON:Q DAVIS
September 26, 2019*
MEMORANDUMt
NORTH CAROLINA
-miftlifftenw(2dauty
FROM: Gregg.Bodnar, Assistant Major Permits Coordinator
NCDEQ - Division of Coastal Management
400.Comineirce Ave., Morehead City, NO .28557
Fax: 252m247-3330 (CoLtrier-04-16-33)
SUBJECT: CAMAIDredgeZ Fill Application Review
Applicant: DonaldandGwen H`son
Project Location: 169 Halsey Bay Road In PerquiMons County
Proposed Project: install bulkhea.ding, construct_a boathouse & boatlift; Lshaped.finiger pier
Mono . the boathouse, . . . InstAt doubielet4VIllit
Please indicate below your agency's position or Viewpoint on the.proposed project and
return this form a Bodna at tho:atil.re6s aboVe by October If 'you ha4any
questions
regardin
g
the, proposed projeot,:contact Ron Rentildi (252264-3.001, exL 235) When
appropriate, Inklepth c6mmentswith supportingdateIs requested.
REPLY: Thls�4enoy has no 6 . b jdetion'to the project as Proposed.
,Additional OmMis. - nts may be attached"
thls:ager-iby has no comment .on theproposed project.
ThWagency appfoves..of the:project only ifthe recommended changes
are 160brpotafed. Sea aftrftd.
This agdripyobjOctstothe projIsotfor MOWS.411980,4136dln theattachdd
SSE comments.
L?4
PRINT NAME d5;:;144-r`6
AG F M CIV PC, —
SIGN RE- RECEIVED.
DATE 10 — n— Z� I 9
OCT 1 7 2019
DE
MIP SECTION MHD
ofp♦Wmll m �enW bj ( �Wity I DIvWorv6F-00qWMWWW q.
Atl�j�00

ROY COOPER
Governor
MICHAEL S: REGAN
Secretary
BRAXTON C. DAVIS
Director
MEMORANDUM
NORTH CAROLINA
EnvfronmentarQuapty
TO: Gregg Bodnar, Major Permits Processing Coordinator
Division of Coastal Apriagement
FROM: Charlan Owen CP, NE. District Planner
Division of Coastal Management
OCT 1 7 2019
P SECTION MI -ID
SUBJECT: Major Permit Request by Donald and Gwen Hudson to install 533 linear feet of
bulkhead, construct a 30.5 foot by 13 foot boathouse with a boat lift, and install a
6 foot wide by 51 foot long "L" shaped finger pier and a double jet -ski lift on the
Perquimans River; at 159 Halsey Bay Road, in Bethel, Perquimans County.
DATE: October 17, 2019
Consistency Determination: The request is consistent with/not in conflict with the
Perquimans County / Town of Hertford / Town of Winfall Land
Use Plan (LUP) certified by the CRC on February 10, 2016, as
amended through March 5, 2018.
Overview: The 9.77 acre subject property has approximately 706 linear feet of shoreline along
the Perquimans. River. Water depths range from 2.5 feet at the shoreline to 3.3 feet a distance
of 203 feet from the shoreline. The property has an elevation of 5 feet above Normal Water Level
(NWL). Section 404 wetlands are located at northwest corner of the property and along
approximately 290 linear feet of shoreline to the north. The property is located primarily outside
of a floodzone, with the. shoreline fringe and Section 404 wetlands located in the AE Floodzone.
Existing site improvements consist of a single -,family residential structure, a storage shed, a
playhouse and a gravel driveway. Existing shoreline improvements include approximately 533
linear feet of bulkhead, a 50 foot long "L" shaped section of riprap, three (3) 35 foot long groins,
and a 203 foot long pier with a 10 foot by 12 foot platform and 276 square foot gazebo at its
terminus and an 8 foot by 3 foot platform with two (2) tie pilings. An erosion escarpment 2 to 10
feet deep is located behind the failing bulkhead. Two (2) of the groins are dilapidated and the
third is in slightly better condition.
Installation of 533 linear feet of bulkhead, construction of a 30.5 foot by 13 foot boathouse with a
boat lift, and installation of a 6 foot wide by 51 foot long "L" shaped finger pier and a double jet -
ski lift are proposed. The existing bulkhead, will be replaced with bulkhead located 2 feet
waterward of the current alignment an average of 5 feet and a maximum of 10 feet waterward of
m�
North Cmoltna Depar[m Wof E,nvI.ronmehtaIQ.qallty I Division of Coastal Management
_I EMzbeth C",,North Carollna27909

North Carolina Department of Environmental Quality
MEMORANDUM
Division of Coastal Management
Page 2 of 7
NWL. Backfill and grading will extend approximately 66 feet landward from the bulkhead. Fill
material will consist of clean sand and soil brought in from an offsite location. The "L" shaped
finger pier will provide access to the boathouse. Proposed development will result in the addition
of two (2) boat slips for a total of three (3) slips.
The waters of the Perquimans River in this area are classified as Class SB waters and are closed
to shellfish taking. No submerged aquatic vegetation (SAV) was found within the project area.
As indicated in the applicant's narrative, no historical or archaeological sites have been identified
within the project area.
Anticipated Impacts resulting from this project are expected to include: the filling of .77 acre of
High Ground within the Estuarine Shoreline Area of Environmental Concern (AEC) and 1,355 sq.
ft. of Public Trust Area/Estuarine Waters AEC, and; the shading of 654 sq. ft. of Public Trust
Area/Estuarine Waters AEC.
No impacts to Section 404 wetlands are anticipated.
Basis for Determination:
The property is designated as "Residential Agricultural" on the Perquimans County Future Land
Use Map (FLUM).. Designated conservation/open space areas" are also included within the
project area. As indicated on Page IX-34 "(t)he precise location of protected/regulated areas that
have a conservation or open space connotation such as coastal wetlands, estuarine waters,
estuarine shoreline, pubic trust areas, and Section 404 wetlands must generally be determined
by field investigation on a case by case basis. These areas, scattered throughout the County and
generally found along creeks and rivers, are not individually identified on the future land use map."
The following LUP policies may be applicable to this request:
Public Access:
Policy PA#1, Page IX-6.
"Perquimans County, Hertford, and Winfall will ensure a variety of
opportunities for access to public trust waters to all segments of the
community, including disabled people."
Ir;l !t. iI
LL:. <� t_ ti
OCT 1 7 2019

North Carolina Department of Environmental Quality
MEMORANDUM
Division of Coastal Management
Page 3 of 7
Policy PA #8, Page IX-7.
"Perquimans County, Hertford, and Winfall support the provision of permanent
moorings in the area to provide safe and efficient docking and boat storage
opportunities to local residents."
Natural Hazard Area:
Policy NHA #1, Page IX-13.
"Perquimans County, Hertford, and Winfall support conserving the natural
resources and fragile environments that provide protection from natural
hazards such as floods and storm surges."
Policy NHA #2, Page IX-13.
"Perquimans County, Hertford, and Winfall support minimizing the threat to
life, property, and natural resources that may result from land use and
development within or adjacent to identified natural hazard areas."
Policy NHA #3, Page IX-13.
"Perquimans County, Hertford, and Winfall will continue to coordinate all
development within the special flood hazard .area with the Planning and
Inspections Department, NC Division of Coastal Management, FEMA, and the
U.S. Army Corps of Engineers."
Policy NHA #5, Page IX-13.
"Perquimans County, Hertford, and Winfall will ensure that new development
is protected from flood hazard through the administration of the flood damage
prevention ordinances and continued participation in the National Flood
Insurance Program."
Policy NHA #8, Pages IX-13 and IX-14.
"Perquimans County, Hertford, and Winfall shall maintain flood damage
prevention requirements that:
RECEIVED
OCT 1 7 2019
WIP SECTION MBE®

North Carolina Department of Environmental Quality
MEMORANDUM
Division of Coastal Management
Page 4 of 7
• restrict or prohibit uses which are dangerous to health, safety and
property due to water or erosion hazards, or which result in damaging
increases in erosion or in flood heights or velocities;
• require that uses vulnerable to floods, including facilities which serve
such uses, be protected against flood damage at the time of initial
construction;
• control the alteration of natural floodplains, stream channels, and
natural and protective barriers which are involved in the
accommodation of floodwaters;
• control filling, grading, dredging and other development which may
increase erosion of flood damage; and,
• prevent or regulate the construction of flood barriers which will
unnaturally divert floodwaters or which may increase flood hazards to
other lands."
Policy NHA #9, Page IX-14.
"Perquimans County, Hertford, and Winfall support the CAMA development
permit process for estuarine shoreline areas and the requisite development
standards which encourage both shoreline stabilization and facilitation of
proper drainage."
Policy NHA #12, Page. IX-14.
"Perquinians County, Hertford, and Winfall will allow development and
redevelopment within special flood hazard areas subject to the provisions and
requirements of the National Flood Insurance Program, CAMA regulations,
and the County's floodplain ordinance."
Water Quality:
Policy WQ #3, Page IX-15.
"Perquimans County, Hertford, and Winfall will coordinate the approval of local
land development projects with applicable State agencies to ensure
compliance with regulations to prevent or control non -point source
discharges."
OCT 1 7 2019
MIS SECTION 114D

North Carolina Department of Environmental Quality
MEMORANDUM
Division of Coastal Management
Page 5 of 7
Policy WQ #5, Page IX-15.
"Perquimans County, Hertford, and Winfall shall establish and/or maintain
requirements that, to the extent practicable, all development shall conform to
the natural contours of the land and natural and pre-existing man-made
drainage ways shall remain undisturbed. All developments shall be provided
with a drainage system that is adequate to prevent the undue retention of
surface water on the development site. No surface water may be channeled
or directed into a sanitary sewer. Whenever practicable, the drainage system
of a development shall coordinate with a connect to the drainage systems or
drainage ways on surrounding properties or roads. All developments shall be
constructed and maintained so that adjacent properties are not unreasonably
burdened with surface waters as a result of such developments."
Policy WQ #9, Page IX-15.
"Because of water quality concerns, only limited construction will be allowed
within a landward buffer (provided in accordance with locally adopted best,
management practices) of the mean high water mark on subdivision lots which
adjoin the Little River, Perquimans River, Yeopim River, the Albemarle Sound,
or their impounded waters and tributaries. The landward buffer shall not
contain any buildings or related structure, such as decks, paved patios, or
Utility sheds. The primary use of the area is the growth of natural vegetation
such as a grassed lawn. The only structure permissible within the waterfront
set -back area is an elevated pier of wood construction constructed to provide
access to the water. On -site septic systems and nitrification lines are also
prohibited from the required setback area. The locations of buildings or
related structures, such as decks, paved patios, or utility sheds in new
developments shall be subject to the more or less stringent provisions of any
applicable State law."
Policy WQ #10, Page IX-16.
"Perquimans County, Hertford, and Winfall, in order to minimize sedimentation
and erosion, shall require that all development maintain a vegetated buffer
along each side of a stream or natural drainage way. The vegetated buffer
shall remain undisturbed except as may be necessary to accommodate roads,
utilities and their easements, pedestrian paths and their easements and
approved water -dependent uses such as marinas, docks, piers, boat ramps
and bridges. In cases which the buffer may not be practical or desirable, the
Board of Adjustment may consider a special exception if .it finds that an
acceptable alternative means of handling storm water can be achieved
���,®
without maintaining a vegetated buffer.
OCT 1 7 2019
FOP ECTi®N MHD

North Carolina Department of Environmental Quality
MEMORANDUM
Division of Coastal Management
Page 6 of 7
Areas of Environmental Concern:
Policy AEC #1, Page IX-16.
"Perquimans County, Hertford, and Winfall support State and Federal law
regarding land use and development in Areas of Environmental Concern."
Policy AEC #2, Page IX-16.
"Perquimans County, Hertford, and Winfall will permit, within AEC, those land
uses which conform to the general use standards of the North Carolina
Administrative Code (15 NCAC.7H) for development within the estuarine
system. Generally, only those uses, which are water -dependent will be
permitted in coastal wetlands, estuarine waters, and public trust areas.
Examples of permitted water -dependent uses included utility easements,
docks, boat ramps, bulkheads, dredging, bridges and bridge approaches,
revetments, culverts, groins, navigational aids, mooring pilings, navigational
channels, simple access channels, and drainage ditches."
Policy AEC #3, Page IX-16.
"Perquimans County, Hertford, .and Winfall will restrict development in
estuarine waters and public trust waters to those uses which will not cause
significant degradation of the natural function nor condition of estuarine waters
and public trust areas."
Policy AEC #4, Page IX-16.
"Perquimans County, Hertford, and Winfall will make comments as
appropriate concerning the overall interests of residents on CAMA dredge and
fill.permits for projects which would be detrimental to rivers and wetlands."
Policy AEC #6, Page IX-17.
"Perquimans County, Hertford, and Winfall support bulkhead installation that
is conducted using appropriate construction and resource protection
techniques. Where installation is required, development plans should
consider every. feasible alternative to minimize the damage to existing
marshes."
EECERIE®
OCT 1 7 2019
RIP SECTION MHD

North Carolina Department of Environmental Quality
MEMORANDUM
Division of Coastal Management
Page 7 of 7
Local Areas of Concern:
Policy LAC #9, Page IX-18 and IX-19.
"Perquimans County, Hertford, and Winfall will adopt and enforce ordinances
and procedures to regulate land use, development, and redevelopment and
support applicable State and Federal laws and regulations regarding building,
land uses and development in areas of environmental concern to help
preserve, protect, and enhance the Perquimans River, Little River, Yeopim
River, and Albemarle Sound. Perquimans County and its towns support
continued management of these shorelines and their attendant wetlands and
shores to protect and preserve the natural resources of the water and
shoreline, relying primarily on the Division of Coastal Management's
permitting and enforcement program of the State's Coastal Area Management
Act (CAMA), the Dredge and Fill Law, and the Federal Coastal Zone
Management. Act of 1972 in designated areas of Areas 'of Environmental
Concern (AEC) Perquimans County and its towns will review, comment,
advocate, or oppose any regulations or programs that may .affect. the
regulation of river and sound waters and/or shorelines. In their respective
zoning ordinances, Perquimans County and its towns will consider and may
include specific guidance relative to: net developable area calculations should
not include natural hazard areas or areas of environmental concern wherein
development should not occur; that.a variety of residential zoning districts
should be considered with varying density and intensity standards and
development requirements; that cluster development should be promoted in
various residential zoning districts; that buffering of various land uses such as
commercial and industrial.uses should be included when proposed in or near
residential areas or adjacent thereto; and, that any such approval must be
consistent with LAC #30, page IX-22"
Policy LAC #24, Page IX-21.
"Perquimans County, Hertford, and Winfall will review and analyze
development and redevelopment proposals for consistency with the future
land use maps included in this land use plan."
REC E NEED
OCT 1 7 2019
WiP SECTION MHD

ROY COOPER
Governor:.. ....
MICHAELS, REGAN
Secretary'
6RAXTON Cr DAVIS
,Director I ,
September 26 2019
MEMORANDUM:
FROM: Gregg Bodriar, Assistant Major Permits Coordinator
NCDEQ - Division of Coastal Management
406 Comme ce Ave., Morehead.City, NC 28557
Fax- 252-247-3330, (Courier 64-id-33)
.Qreoa,bodnar(cilnaden,gov:
SUBJECT: CAMAS/,Dredge;;& Fill Applicatlon ReWeW
Applicant: Donald and Gwen" Hudson'
ProjectLocation: 159 Halsey Bay Road In Perquirians County
Proposed Project: Install bulkheading, construct a boathouse'& boatlift,;L-shaped finger pier
around the boathouse, Instalfa double Jet ski lift
Please indicate.below,your agency's,position or viewpoint•on the.proposed project and
return this form`to Greop Bodnar at -the, address above by`06fober`17, 201.9. If you have,any,
questions regarding the:proposed project,rcontact'Ron'Renaldi (952-264-3901; ext. 235) when
•'Additional' Comments may be`attache,V
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 A r3`mL't-t�9i.f..�
AGENCY pp/Q% 'RECEIVED
SIGNATURE
DATE. (f� ".15 � I q
OCT 1 6 2019
'' SECTION D
A w®
North' Carolina Department ofEnvtronmental Quality 10105lon of Coastal Management
Elizibethaty OfOce 1401 South Griffin Street,Sulte 300 I Elizabeth City, North Carolina 27909
252.264.3901

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
BRAXTON C. DAVIS
Drreator
September 26, 2019
,MEMORANDUM:
NORTH'CAROLINA
Enyfroamentaf Quality
F.ROW Gregg Bodnar, Assistant Major Permits Coordinator
NCDEQ -.Division of Coastal Management
400 Commerce Ave., Morehead City, NC 28557
Fax,. 262-247' 3330, (Courier 04-16-33)
gregg.bodnarCla ricdenrgoy
SUBJECT; LAMA (Dredge & Fill Application Review
Applicant: Donald and 'Gwen Hudson
Project Location: 149 Halsey Bay Road in Parquimans; County
Proposed Project: Install bulkheading, construct'a boathouse &,boatlifE, L-shaped finger:pier
p
around the,boathouse, install a double jetski'lift
Please indicate below your:agency's position `or viewpoint on the proposed' project and
return this form'to Grepg l3odnar,at the.address.above by October 17, 2019. Ifyou.have any
questions regarding the proposed project,.contactRon,Renaldi (252-264-3901, ext. 235) when
appropriate, in-depth cornmentswilh aupporting data is requested.
REPLY: This agency has.no objection to the project as proposed.
"Additional comments'maybe attached'*
This agency has no comment'on the'proposed project.
3 _ This agency approvesW the project only if the recommended changes
q` �p are incorporated, See attached.
Thisagency objects'to the project for reasons described in the attached
comments.
PRINT NAME &Ubt - UA-AJl LD-A&U
SIGNATURE O'a
DATE
OCT 2 3 2019
KRIP SECTION WD
North Carolina Department of Environmental .0jalltyI Division of Coastal Management
Elizabeth City Office`1.401 South GrlfflnStrce6 Suite:300_1 Elizabeth City, North Carolina 27909
2S7.264:3901

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 CoastalManagement
400 Commerce.Ave., Morehead City, NC 28557
Fax: [phone] (Courier 04-16.33)
gregcl b0dnarCcilriddenr.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 positionorviewpoint on the proposed project and
return this form to Gregg Bodnarat 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
CQPL
SIGNATURE
DATE Ih 1-201�
RECEIVED
NOV 4 2019
firIP. SECTION MHD
North Carolina Department of Environmental Quality I Division ofCaastal Management
Elizabeth City Office 1 401 South GaffinStreet. Su1te3o0 I Elizabeth City. North Carolina 27909
252.264.3901

Bodnar, Gregg
From: Bland, Raleigh W CIV CESAW CESAD (US) <[e-mail]>
Sent: Wednesday, November 06, 2019 1:02 PM
To: Bodnar, Gregg
Subject: [External] RE: Projects
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an
attachment to repo [e-mail]<mailto:repo [e-mail]>
Hudson SAW 2019-01860
Strickland SAW 2019--1959
PGP 198000291
PGP 198000291
No Special Conditions. Please use standard conditions.....
Thanks!
November 6, 2019
November 6, 2019
-----Original Message -----
From: Bodnar, Gregg [mailto:[e-mail]]
Sent: Wednesday, November 6, 2019 11:31 AM
To: Bland, Raleigh W CIV CESAW CESAD (US) <[e-mail]>
Subject: [Non-DoD Source] Projects
Hey Raleigh,
Just checking in on a few...
Hudson
Strickland
Hope all is well,
G regg

DCM Coordinator: bg g' Permit
MAILING DISTRIBUTION SHEET
/,Ae Z7W'
Agents: 1 td
I.
DCM Field Offices
Elizabeth City . , (yWN4 (C�(q (with revised work plan drawings)
�orehead City
Washington
Wilmington
US ACOE Offices:
Washington: jfftaleigh Bland (Beaufort, Camden, Chowan, Craven, Hertford, Hyde, Perquimans,
Tyrrell)
Josh Pelletier (Bertie, Currituck, Dare, Gates, Pamlico, Pasquotank, Washington)
Tom Steffrns (NC DOT- Beaufort, Carteret, Craven, Pamlico)
Bill Biddlecome (NC DOT -Remainder ECity/Washington District)
Wilmington:
Cultural Resources:
Public Water Supply:
Marine Fisheries:
NC DOT:
Shellfish Sanitation:
State Property:
DEMLR/DWR:
Tyler Crumbley (Brunswick, New Hanover)
Liz Hair (Carteret, Onslow, Pender)
Brad Shaver (NCDOT-Brunswick, New Hanover, Onslow, Pender)
Renee Gledhill -Earley at [e-mail]
Heidi Cox (WIRO)
Shane Staples
David Hams
Shannon Jenkins / Sharon Gupton
Tim Walton / Mike Moser
Sheri Montalvo / Shelton Sullivan
Clif Whitfield (WARD)
Curt Weychert
Washington: Anthony Scarbraugh-401
Roger Thorpe-Stormwater
Garcy Ward- (NCDOT-Beaufort, Bertie, Camden, Carteret, Chowan, Craven, Currituck,
Dare, Gates, Hertford, Hyde, Pamlico, Pasquotank, Perquimans, Tyrrell, Washington)
Wilmington: Robb Mairs — 401 (Carteret, Onslow, Pender)
Chad Coburn — 401 (Brunswick, New Hanover)
Christine Hall - Stormwater
Joanne Steenhuis - 401 (NCDOT-Brunswick, New Hanover, Onslow, Pender)
Wildlife Resources: Maria Dunn (WARD) (NCDOT) Travis Wilson
Natural Heritage ProgramRodney Butler ,!
LPO: 7\411 r. 0044!1 Co ,
Fax Distribution: Permittee #: Agent#

�a�rr Received - -- -
APPLICATION i6r12
.a
Major 19Ve190ment Permit DCM-E ;
past revised 12127106)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. PrimaryApplicant/ Landownerinformation
Business Name
Project Name (if applicable)
Shoreline Protection & Boat Slip Development
Applicant 1: First Name
MI
Last Name
Donald
Hudson
Applicant 2: First Name
MI
Last Name
Gwen
Hudson
If additional applicants, pleaseattach an additional page(s) with names listed.
Mailing Address
PO Box
City
te
[NC
211 Ocean Highway South
Hertford
ZIP
Country
Phone No.
FAX No.
27944
USA
252 - 339 - 0047 ext.
Street Address (it different from above)
city
State
ZIP
Email
[e-mail]
2. Agent(Contractor informatlon
Business Name
Sampson Contracting, Inc.
Agent/ Contractor 1: First Name
Theodore
MI
J
Last Name
Sampson
Agent/ Contractor 2: First Name
MI
Last Name
Meiling Address
125 Hunters Trail West
PO Box
City
Elizabeth City
State
NC
ZIP
27909
Phone No. 1
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>
...-.. i i A 3F' H .. I r, a.i. I. ! A''.) : f, wv;.v c.. ,., -, In,, •;i r;q ,,-- -I n } i.

Form DCM MP-1 (Page 2 of 4)
Major Development Permit— _ _
3. '`Project Locatlon
County (can be multiple)
Street Address
State Rd. #
Perquimans
169 Halsey Bay Road
1400
Subdivision Name
city
State
zip
N/A
Hertford
NC
27944 - 9552
Phone No.
Lot No.(s) (d many, attach additional page with list)
252 - 339 - 0047 ext.
N/A, I I ,
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 rimk the proposed
®Yes []No
work falls within.
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, ,
NIAL (normal water leveo
(If many lot sizes, please attach additional page with a list)
6-11 ❑VHW or OWL
e. Vegetation on tract
loblolly pine (Pinus leads), sweet gum (Liquidambar styraciflua), red maple (Ater rubrum), allantic white cedar
(Chamaecypads thyoides, bald cypress (Taxodium distichum), white oak (Quercus alba), southern magnolia (Magnolia
grandi0ora), american pokeweed (Phytolacco americans), virginia creeper (Phaithenoclssus quinquefolie), and giant cane
(Aruriftaria
I. Man-made features and uses now on tract
Residential structure & associated storage shed, playhouse, sidewalks, driveway, asphalt access road, drainage
ditch, riprep, bulkhead, pier, platforms, gazebo, & grains
g. Identify and describe the existing land uses aad'acent 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 cerfificate; 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 jKNo []NA
If yes, by whom?
1. 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-a0N•2ae8 .. i•28 a•4RGOA57 ,. www.necvastalrnanagentent,not

Form DCM MP-1 (Page 3 of 4)
APPLICATION for
Major Development Permit
m. p) Are there wetlands on the site? WYes []No
Qi) Are there coastal wetlands on the site? ❑Yes [@No
Qii) If yes to either 0) or (t) above, has a delineation been conducted? ❑Yes SNo
(Attach documentation, it available)
n. Describe existing wastewater treatment facilities.
Septic tank and leach field.
o. Describe existing drinking water supply source.
County water.
p. Describe exiegng storm water management or treatment systems.
N/A
S. Activities and Impacts
a. Will the project be for commercial, public, or private use? []Commercial ❑Public/Govemmem
SPrivate/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
water jet; 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? Bath.
f. What is the approximate total disturbed land area resulting from the proposed project? O.85 ❑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.
No existing discharges; no proposed discharges .
t. Will wastewater or stormwater be discharged Into a wetland? []Yes SNo ❑NA
If yes, will this discharged water be of the same salinity as the receiving water? []Yes ❑No SNA
j. Is there any mitigation proposed? ❑Yes SNo ❑NA
W'C el ice. d'
If yes, attach a mitigation proposal.
<Form continues on back>
25?•Bea-26DD .. 9•D8a•�.•• %I S)i'•`!: cow w.hhc coas4th trnanagem.^ntnet

Fort DCM MP-1 (Page 4 of 4)
APPLICATION for
Major Development Permit
6. Additionallnformation
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 property prepare the required items below.
a. Aproject 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, dearly 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 We 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 plate 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 Waiter Mathew tMnalow 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, pernitlee, and Issuing dates.
GP A35161 Issued 3/10I04 repair/replace existing pier & platform'
h. Signed consultant or agent authorization forth, If applicable.
1. 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.
on Land
I understand that any permit issued in response to this application will allow only the development aeseneed 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: Print Name Theodore Sampson
July 21, 2019
Signature
Please indicate application attachments pertaining to your proposed project.
19DCM MP-2 Excavation and Fill Information ❑DCM MP-5 Bridges and Culverts
®DCM MP-3 Upland Development
®DCM MP-4 Structures Information

Received
Form DCM MP-2 C',3 IS I
EXCAVATION and FILL DCM EC
(Except for bridges and culverts)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
Describe below the purpose of proposed excavation and/or fill activities. All values should be given in feet.
Access
Other
Channel
(NLW or
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
Breakwater
(excluding
shoreline
NWL)
stabilization
Length
Width
Avg. Existing
NA
NA -
Depth
Final Project
Depth
1._.P%C YATION, ®Thissectlop,notapplicable;
a. Amount of material to be excavated from below NHW or NWL In b. Type o1 material to be excavated.
cubic yards.
c. (i) Does the area to be excavated Include coastal wetlandstmarsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SS),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB _
OWL ❑None
(11) Describe the purpose of the excavation In these areas:
d. High -ground excavation in cubic yards.
2. DISPOSAL.OFEKCAVATED MATERIAL M7hls section not appltceble
a. Location of disposal area. b. Dimensions of disposal area.
c. (1) Do you claim title to disposal area?
❑Yes ❑No ❑NA
(11) If no, attach a letter granting permission from the owner.
d. (1) Will a dist�ossat area be available for future maintenance?
❑Yes ❑No ❑NA
III) If yes, where?
e. (i) Does the disposal area Include any coastal weaandsfmarsh f. (1) Does the disposal Include any area in the water?
(CW), submerged aquatic vegetation (SAV), shell bottom (SB), Oyes ❑No ❑NA
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected. (11) If yes, how much water area is affected?
❑CW ❑SAV ❑SB
OWL ❑None
(11) Describe the purpose of disposal In these areas:
252.808.2808 r. 1-808-4frt70AST :: •rwrw.mr_. oa ,,Y�im:;na�7empnl.naE revised:'12126/06

Form 0CM MP-2 (IEucavation and Fill, Page 2 of 2)
3. SHORELINE STABILIZATION ❑This secibn fibt applkablb'
(if development is a wood groin, use MP4 Structures)
lt 1)'A1, ,1.1 �. 1: ^' M
a. Type of shoreline stabilization: 'b. 'Length: 533R _ ..
®Bulkhead ❑Riprap ❑Breakwater/Sill ❑Other: _ Width: 18 In
c. Average distance waterward of NHW or NWL: 2 it waterward of existingid. Maximum distance waterward of NHW or NWL +7 it
bulkhead; 3 It 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 backfilUflU Riprap_
Breakwater/Sill_ Other_
I. Source of fill material. From grading of uplands, or
trucked in clean solllsand.
f. (I) Has there been shoreline erosion during preceding 12
months?
®Yes []No ❑NA
(It) 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 yda/yr);
erosion escarpment retreated by 5-ft (1.25 ft(yr)
h. Type of fill material.
Upland sand/soil
(J lIYCKt/LL. AtvI1 V111CO 181 11116 aroramn nur nppnwmo
(Excluding Shoreline Stabilization)
a. (1) Will fill material be brought to the site? [_-]Yes ❑No []NA b (1) Will fill material be placed in coastal wetlands/marsh (CW),
If yes submerged aquatic vegetation (SAV), shell bottom (SB), or
li Amount of material to be laced in the water other wetlands (WL)? If any boxes are checked, provide the
O P number of square feet affected.
(lit) Dimensions of fill area _ ❑CW ❑SAV _ ❑SB
(iv) Purpose of fill ❑WL []None
(ii) Describe the purpose of the fill In these areas:
5. GENERAL
a. How will excavated or fill matedal be kept on site and erosion
controlled?
Fill material will be placed behind constructed bulkhead; final
slope(not steeper than 1:3) wit be seeded. Per Para. &I., fill material
Is onsfte within uplands, within disturbed area; if additional fill
necessary, it will be tacked in as needed; if fill needs storing, it will
be surrounded by sift fence on downslope and 2 juxtaposed
sides,within disturbed area.
c. (I) Will navigational aids be required as a result of the project?
❑Yes ®No ❑NA
(11) If yes, explain what type and how they will be Implemented.
August 7,2019
Data . .. -
Shoreline Protection & Boat Slip Development
Project Name
b. What type of constri
backhoe, or hydraul
Excavator, vibratory
barge.
water pump and jetting wand,
d. (1) Will wetlands be crossed in transporting equipment to project
site? []Yes ®No []NA
(it) If yes, explain steps that will betaken to avoid or minimize
environmental Impacts.
Donald & Gwen Hudson
Applicant Name
ApplicantSignatumre (Theodore Sampson -Agent)
252-800.2808 n 1.888-411COAST e: wwwi._rcr:oasfalmana�ement:.net revised: 12126/06

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.
a. Type and number of buildings, facilities, units or structures
proposed.
N/A
c. Density (give the number of residential units and the units per acre).
N/A
e. If the proposed project will disturb more than one acre of land, the
Division of Land Resources must receive an erosion and
sedimentation control plan at least 30 days before land -disturbing
activity begins.
p) If applicable, has a sedimentation and erosion control plan been
submitted to the Division of Land Resources?
❑Yes []No ®NA
01) If yes, list the date submitted:
g. Give the percentage of the tract within the coastal shoreline AEC to
be covered by Impervious andfor built -upon surfaces, such as
pavement, building, rooftops, or to be used for vehicular driveways
or parking.
N/A
1. 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
b. Number of lots or parcels.
d. Size of area to be graded, filled, or disturbed Including roads,
ditches, etc.
37,143.97 sq. ft. (0.85 acres)
f. List the materials (such as marl, 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.
(I) Has a site development plan been submitted to the Division of
Water Quality for review?
❑Yes []No ®NA
01) 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
2!i2•S00.200F�2 �: i•080-<41?COdS'V' yrtiw _yrcpoasialn+anHrinntent.not revised: 12/20/06

Form OCM MP-3 (Upland Development, Page 2 of 2
m. Describe proposed drinking water supply source (e.g., well, n. (1) Will water be Impounded7 OYes CENo—EINA--------
community, public system, etc.) 01) If yes, how many acres?
County water.
o. When was the lot(s) platted and recorded?
1983
July 21, 2019
Date
Shoreline Protection & Boat Slip Development-,
Donald SGwen Hudson
Applicant Name,
Applicant Signature- Sampson-Agent)
p. If proposed development Is a subdivision, will additional utilities be
Installed for this upland development?
E]Yes [3No ®NA
252.808-2808 :: 1-888-4RCfjASTu wvjyjaicroariLlftl L -1 revised: 12126106
ijkl— tt? 9� t. rk t - q 1 t

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 CHARACTERISTIC& - ,"� ''f, i liTh/ssectloh noYapplicab/e
a. 0) Is the docking facility/madna: b. (1) Will the facility be open to the general public?
[]Commercial ❑Public(Govemment ®Private/Comrrunity []Yes ®No
c. (1) Dock(s) and/or piers)
d. (I) Are Finger Piers Included? ®Yes ❑No
(il) Number 0
If yes: .
(ill) Length _
(ii) Number 1
(iv) Width _
(iii) Length SzL-(t
(v) Floating ❑Yes ®No
(Iv) Width 0
(v) Floating ❑Yes ®No
e. (1) Are Platforms included? []Yes ®No
f. (I) Are Boatlifts Included? ®Yes []No
If yes:
If yes:
(11) Number _
(11) Number 3
(Ili) Length _
Oil) Length (1) 254 (2) 64 (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 andlor rail, repair or
(11) Number of slips existing
maintenance service
1
❑ Dockage, fuel, and marine supplies
❑ Dockage (lvetslipsl only, number of slips:
❑ Dry storage; number of boats: _
❑ Boat ramp(s); number of boat ramps:
❑ Other, please describe:
1. 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 boat length: 30-ft: 6-
in. (i) Will the facility have tie pilings?
❑Yes ®No
(ii) If yes number of Us pilings?
0
J. Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types).
pontoon boat: *et -skis
I. (i) Will the facility be open to the general public?
❑Yea ®No
Received
;Z52•$0$.280a :: 1•$SN•1RCOr1ST N WINW_mCGOaS'ialffian'0 r! YYWat_IIot revised: 12/27106

Form DCM NIP-4 (Structures, Faye 2 of 4)
2. DOCKING FACILITY/MARINA OPERATIONS ,: :�rhfssection not epplrcable,
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. p) Give the location and number of 'No Sewage Discharge"signs proposed.
Give the location and number of 'Pumpout Available" signs proposed.
I. 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 marinaldocking facility proposed within a primary or secondary nursery area?
❑Yes []No
252•Bp6.2f30S :: 'S •R68•dRCOAS'1' :: syN.,w_nccoas2airr�an�itemr�nt _net revised: 77,t2?!lYfi

Form iDCM MP-4 (Structures, Page 3 of 4)
n. Is the marine/docking facility proposed within or adjacent to any shellfish harvesting area?
❑Yea ❑Nb
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 madna/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 IgOATI{OUSE (indudingcovered lilts) pThis section notapplr44!e,
a. Q) Is the boathouse structure(s):
❑Commercial ❑Public/Govemment ®Private/Community
(tt) Number 1
(ill) Length 30.5-ft
(Iv) Width 1341
Note: Roofed areas are calculated from dripline dimensions.
4. GROIN (e.g., wood, sheelprle, eta If a rock groin, use MP--2, Excavation and Fin) ®This section not applicable
a• Q) Number
(if) Length
(III) Width _
5. BREAKWATER (e.g., wood, sheeipjle, etc.) This section not applicable
a. Length
c. Maximum distance beyond NHW, NWL or wetlands
b. Average distance from NHW, NWL, or wetlands
6. MOORING PILINGS and BUOYS ®This section not applicable
a. Is the structure(s):
❑Commercial ❑Public/Govemment ❑Pdvate/Community
c. Distance to be placed beyond shoreline
Note: This should be measured from marsh edge, if present.
e. Arc of the owing
7. GENERAL
b. Number
d. Description of buoy (color, inscription, size, anchor, etc.)
Received
2f32.808•2908::'I.8B&4RC0AST nrv_ya�.nc5.pastpJnisnauement.nfft raviswd: 12127106

Form DCM MF-4 (Struo,t1/Yeti, Page n of 4)
a. Proximity of structure(s) to adjacent riparian property lines
144-ft to southern line; 448-ft to northern line
Note: For buoy or mooring piling, use arc of swing including length
ofvessel.
c. Widthofwaterbody
iles
b. Proximity of structure(s) to adjacent docking facilitles.
0.5 mi (Upriver Pier); 0.1 mi (Downriver Pier)
d• Water depth at waterward end of structure at NLW or NM
3," (N%W
e, (I) Will navigational alds be required as a result of the project?
❑Yes ®No ❑NA
(11) If yes, explain what We and how they will be Implemented.
8 ;OTHER 1 i( t''" ` Ttiia seclfoi�'not 6plio IB `
a. Give complete description
Julyi21,'204!'
Date
Shoreline Protection & Boat Lifts Development Development"
Project Name
Donald &:Gwen.Hudson.. .
Appllcanf Nama- _ _ _..
Applicant Signature (Theodore Sampson -Agent)
252-803-2308 :: 1.888-4RCOAST :: �nrrrw.na�npstaimanagerr�on4,net revised: '12r27106

Bodnar, Gregg
From: Bodnar, Gregg
Sent: Monday, October 14, 2019 9:54 AM
To: ted Sampson
Cc: Cynthia Rountree
Subject: FW: SAV Survey Hudson Project. 159 Halsey Bay Road
Morning Ted,
Please see below for a forwarded email from DMF about potential SAV within the area of the project. I want to bring
attention to the section of the email that notes SAV surveys and the end of the growing season.
Please keep me in the loop and thanks as always,
Gregg
Gregg Bodnar
Assistant Major Permits Coordinator
Division of Coastal Management
Department of Environmental Quality
252 808 2908 ext 215 (Office)
Gregg.Bodnar6i)ncdenr.eov
Email correspondence to and from this address is subject to the
North Carolina Public Records law and may be disclosed to third parties.
From: Weychert, Curtis R <[e-mail]>
Sent: Sunday, October 13, 2019 10:03 AM
To: Bodnar, Gregg <[e-mail]>
Cc: Deaton, Anne <[e-mail]>
Subject: SAV Survey Hudson Project. 159 Halsey Bay Road
Gregg,
I was emailing to inquire whether the applicant for the Hudson project in Perquimans County had an SAV survey done
on their property. The project narrative mentions that there is no SAV on the property, however aerials as well as
historic NCDMF & APNEP SAV surveying indicates otherwise. According to RDMF rule, SAV habitat is defined as the
presence of SAV within the last 10 years.
Unfortunately, I do not have the time to perform an SAV survey for the applicant before the end of October growing
season. Would the field representative be able to provide information and site pictures to the fact that there is no SAV
in the proposed area of the new bulk head alignment? Also, would be applicant be willing to have a simple saavysurvey
performed within the footprint of their bulk head placement and docking facility? (V-5�
Curtis Weychert
Fisheries Resource Specialist

ti
North Carolina Division of Marine Fisheries
North Carolina Department of Environmental Quality
252-808-8050
Curt. Weychert(ancdenr.00v
3441 Arendeli Street
Morehead City, NC 28557

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
7
APPLICANT'S NAME: Donald and Gwen Hudson
LOCATION OF PROJECT SITE: 159 Halsey Bay Road (SR 1400), Hertford,
Perquimans County, Perquimans River
Latitude: X: 360 7'21.18"N
Longitude: 76°22'53.69"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 boatlift within an
existing slip, construct an L-shaped finger pier around the boathouse and install a double jet -ski
lift on the existing pier on the Perquimans River.
Proiect Settin
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 quarterwidth 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

WIN -t u o_ r V, V I V
I
is M-Lt;
WALTER MATTHEW WINSLOW
PEROUIMANS COUNTY, NORTH CAROLINA
BETHELTOWNSHIP
BEING TRACTS ONE AND TWO IN OECD 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 18-E-128, ITEM SIX.
SCALE I INCH ■ 200 FEET FEB 13,14,169 20, 2017
0 100 200 300 400 800 800
FLOOD ZONE X and AE FI.RM. 3720786600J 10/05/2004
THIS PLAT IS OFA SURVEY OF A SUBDIVISION. OF LAND
NO HORIZONTAL CONTROL FOUND WITHIN 2000 FEET OF
THIS SURVEY. 1 S 54' 02' W R.°'
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S 220 55' E
184.21'
S 530 Do' W 76.20'
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1075' TO E
S.R. 1336
LEOENO
91 R E - SET IRON ROD W/GREEN
S I - SET IRON ROD
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X WINSLOW
�aP� ESTATE IB-E-128
��d 4 I HEREBY CERTIFY THAT THESUBDIVISKIN PLAT SHOWN
:F HEREON HAS BEEN FOUND TO COMPLY WITH THE SUBDIVI-
SIONREGUTIONS OF PIRGUIRANS COUNTY.
DATE.— PERQUIMANS CA MJBDIVISIDN REVIEW OFF IC ER
I, CHARLES E. BROWN M. CERTIFY THAT THIS
GARO2� MAP IS DRAWN BY ME FROM AN ACTUAL
'•• SURVEY BY ME (DEED BOOK 98. PAGE 5I4 )1
Fg.Q'_ ��i�•••� THAT THE RATIO OF PRECISION AS CALCU -
LATED IS 1: 10,000 ( THAT THIS MAP IS
DRAWN IN ACCORDANCE WITH 14C OS 47.30
SEAL AS AMENDEO,WITNES9 MY ORIGINAL 310-
E-24S6 NATURE, REOISTRATIO NUM ER AND SEAL
O¢ `+: THIS DAY OF , 2017.
H.Y-..,M VV �` !" is/ /4!J21Xri� L - 2476
E_ .. 2005 JOHNSM .ELI2AlWH CRN-C 27909
PERQUIMA 9 COURTY CERTIFY THAT THE
MAP TO ICH THIS CERTIFICATE IS AFFIXE
MEETS ALL STATUATORY REQUIREMENTS
FOR RECORDING.
111
3 DATE fl VI W FFI
[HEREBY
HEREON'
THAT 1 Hi
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DATE OWNER
FB 61-40 17-04

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�Hertlfortd�? 37 �`'
`Pop. 2,116 `
/ Wlnfal From the south end of the US Highway 17 bridge over the Perquimans
Pop. & River, continue to the southwest to the intersection of State Road 1336
(Harvey Point Road), and turn left. Proceed 6.1 miles to the southeast
,17 to the intersection of State Road 1400 (Halsey Bay Road), and turn left.
�17
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
t ' . River is 190-ft straight ahead.
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SCALE

APPLICANT:
PROJECT:
LOCATION:
SAMPSON CONTRACTING, INC.
Marine Construction And Environmental Consulting Services
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 .
Donald and Craven Hudson
Shoreline Protection, and Boat Shp Development
1-Zec0ive'(I
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 turn 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 turn
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 5n12019.
AdjoiningDevelopment:
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
RECEIVE®
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
0 CT 1 5 2019 Pier to the south of the Hudson tract lies approximately 0.1 miles away.

Erosion;
Erosion is readily discernable along the shoreline of the Lot, landward of the
existing failing bulkhead. There exists approximately 785 square feet of
formerly uplands that has washed out from behind the bulkhead. At the most
severely eroded areas, there has been approximately 5-ft of uplands eroded.
The erosion escarpment in these areas is` approximately 4-ftabove. Normal
Water Level (NWL), extending landward and above the top of the existing
bulkhead, which.is situated approximately 2.7-ft above the NWL.
This shoreline along the Perquimans River is a high energy shoreline where
winds cross an open fetch of water ranging from approximately 3.6 miles
when blowing from the north-northwest, 5.2 miles when blowing from the
east, and a minimum of approximately 1.2 miles when blowing from the east-
northeast. This shoreline is sheltered by land when winds range from the
north-northwest, counter -clockwise, to the east.
Soils:
Information available from the USDA indicates two hydric soil types exist:
Roanoke Silt Loam (Ro), and Chowan Silt Loam (CO). The Roanoke Silt
Loam soil type comprises approximately 77% of the Lot and extends
approximately to all areas of the lot above the 4-ft contour level. The Chowan
Silt Loam soil type comprises' approximately 23% of the Lot, and extends
from the 404 wetlands in the northern comer of the lot in a southerly direction
between the confines of the 4-ft contour level. The soil in the area of proposed
development along the Yeopim River is classified in its entirety as Chowan
Silt Loam (CO) soil.
Hydrology:
The hydrology of the project area varies by soil type. The area of Roanoke Silt
Loam soil is 0 to 12 inches above the water table under normal conditions,
while the area having Chowan Silt Loam is normally 0 to 6 inches above the
water table.
The Roanoke Silt Loam soil is considered to be poorly -drained, having a
capacity of its most limiting layer to transmit water (Ksat) listed as very low
to moderately high (0.00 to 0.20 in/hr), and a depth to restrictive features of
more than 80 inches. It is listed as having,a high water capacity of about 9.2
inches. A typical profile is listed as: Silt Loam 0 — 8 inches; Clay Loam 8 - 13
inches; Clay 13 — 58 inches; Fine Sandy Loam 58 80 inches.
The Chowan Silt Loam soil is considered to be very poorly -drained, having a
capacity of its most limiting layer to transmit water (Ksat) listed as moderately
high to high (0.20 to 5.95 in/hr), and a depth to restrictive features of more
RECEIVED than 80 inches, It is listed as: Silt Loam 0 — 6 inches; Silty Clay Loam.6 = 27
inches; Muck 27 — 80 inches.
OCT 1 5 2019 Some of the drainage from this tract is naturally conveyed down -slope through
sheet flow to the 404 wetlands in the northern corner of the lot, and similarly
AP SECTION MHD 2

in a northeast, down -slope manner to the waters of the Perquimans River,
bordering the existing bulkhead. Other drainage, when not absorbed by soils,
finds an existing man-made drainage ditch through sheet flow along the
southeast border of the property.
The Normal Water Level of the Perquimans River appears, from vegetative
growth visible on tree buttresses and root mats, to vary by 12 to 16 inches in
response to seasonal wind direction. Strong, sustained, seasonal winds Likely
cause temporary excursions of the water level two to three feet above and
below the Normal Water Level.
Section 404 Wetlands:
A 404 wetland delineation has not been conducted for this tract. However, an
assessment has been made for the presence of any such wetlands within the
area where the shoreline protection development is proposed. No 404 or North
Carolina coastal wetlands were observed in the area of proposed development.
An area of uncleared 404 wetlands (approx. 1.1 acres) exists at the northern
comer of the property, extending inland from the shoreline. These wetlands
are separated from the area of proposed bulkhead replacement by
approximately 45 feet, and an existing riprap alignment. There also exists a
pocosin that constitutes a smaller area (approx. 0.3 acres) of isolated wetlands
to the south of the wetlands at the northern corner of the property. These
wetland areas consist of a canopy of loblolly pine (Pinus taeda), sweet gum
(Liquidambar styraciflua), Bald cypress (Taxodimn distichum), red maple
(Ater rubrum) and atlantic white cedar (Chamaecyparis thyoides), with lower
shrubs and vines, including cat greenbriar (Smilax glauca), giant cane
(Arundinaria gigantean) and Virginia creeper (Parthenocissus quinquefolia).
U12lands:
The upland area surrounding the residential structure has been largely cleared
(approximately 3.9 acres), with a number of trees remaining, including
loblolly pine (Pinus taeda), white oak (Quercus alba), and southern magnolia
(Magnolia grandiflora). There exists approximately 4.3 acres of the Lot that
have not been cleared in the northwest half of the Lot, including the areas of
the Lot above the 404 wetlands and below the 4-ft contour. The upland
vegetation in the uncleared areas consists predominantly of loblolly pine
(Pinus taeda), sweet gum (Liquidambar styraciflua), red maple (Ater rubrum),
atlantic white cedar (Chamaecyparis thyoides), Virginia creeper
'eclaW
(Parthenocissus quinquefolia) and American pokeweed (Phytolacca
americana). There exists approximately 1.2 acres of cleared land in the
southern corner of the Lot, which is utilized in active agriculture. Vegetation
is typically a rotational crop of corn, soybeans and cotton.
Waters:
RRECEIVE®
The waters of the Perquimans River, from a line from Barrow Point to Ferry
Point, extending to the Albemarle Sound, are classified by NC Division of
Water Quality as SB waters. 'Phis includes the waters along the project site.
OCT 1 5 2019
'These waters are outside any primary or secondary nursery areas. The waters
3
PAP SECTION MHD

along the project site adjoining the Perquimans River are Joint Coastal and
Inland Waters Management Areas, subject to the jurisdiction of both the
Wildlife Resources Commission and the Division of Marine Fisheries.
While the waters adjoining this tract lie outside any Primary or Secondary
Nursery Areas, and are not designated as an Anadromous Fish Spawning area,
the waters adjoining the project site are included within the Albemarle Sound
Striped Bass Management Area and the Albemarle Sound River Herring
Management Area. These waters have been designated by the NC Shellfish
Sanitation Commission to be prohibited areas for shellfish harvesting.
Submerged Aquatic Vegetation (SAV):
In that this,Permit seeks only limited in -water development no specific effort
was made to assess the entire nearshore areas for SAV. However, on 7/3/2019,
the footprint of the proposed replacement bulkhead, and the areas of the
proposed boat house and boat lifts were raked to detect the presence of any
SAV. The results were the detection of two, detached; non -rooted strands of
Southern Naiad (1Vajas guadalupensis) in the vicinity of the two existing
mooring piles, approximately 165-ft water -ward of the shoreline, at a depth of
approximately 3-ft. 'The Secchi depth for the entire area examined was 1.54
There were no beds of SAV detected, nor any rooted SAV plants associated
with the proposed docking structures or bulkhead.
Historical -Archaeological:
No Historical/Archaeological sites within the development area are indicated
on the location maps retained by the NC Division of Coastal Management.
There is one site, PQ322, located approximately 0.9 miles to the west-
northwest of the development area
Species of Concern: .
In Perquimans County, five vertebrate species of concern are listed by the US
Fish and Wildlife Service and the National Marine Fisheries Service, and one
vascular plant. Three of the vertebrate species are listed as Endangered These
are the Atlantic Sturgeon (Acipenser oxyrinchus), the Shortnose Sturgeon
(Acipenser brevirostrum) and the West Indian manatee (Trichechus manatus).
These species could be present in this area, but no reports of any sightings
have been identified. One of the vertebrate species is listed as Threatened.
This is the Red Knot (Cal idris canutus n fa): This species could be present in
this area, but no reports of any sightings have been identified. One of the
vertebrate species listed is the Bald eagle (Kaliaeetus leucocephalus), and it is
a protected species under the Bald and Golden Eagle Protection Act. This
species is known to be present in the area, and has been reported to be seen
RECEIVED was
in the vicinity. No nesting sites have been noted in the area, and there
was no nesting habitat for this specie observed in the area of proposed
development.
OCT 1 5 2019
NqP SECTION MHD

The vascular plant listed is Raven's seedbox (Ludwigia ravenii), and is,
classified as an At Risk Specie. This plant was not observed during the site
evaluation,and its typical habitat of peat soils and bogs make it unlikely that it
exists within the area of proposed development,
It is unlikely that the proposed development will have any impacts on the
identified species of concern.
DEVELOPMENT: Proposed New as Part of this Permit Application:
This project, in addition to the proposed replacement of the erosion control
bulkhead, includes proposed development of a double jet -ski boat lift, a boat
house, with supporting finger piers and boatlift for a single boat slip, within
waters of the State of North Carolina, including attachment to State bottom
beneath the waters, The proposed development would result in a total of 3
boat slips on this property. The project, as proposed, is in compliance with the
N. C. environmental Policy Act (N,C.G.S. 113A I-10).
Replacement Bulkhead: A 533-ft long sheet -pile bulkhead of approximately
18 inch width, with return walls on each end of the bulkhead, each of
approximately 16-ft length. The location of the replacement bulkhead is
proposed to be 2-ft water -ward of the existing bulkhead alignment.
Boat House: A boat house is to be constructed on the north side of the existing
pier, between the existing platform and existing bulkhead, where two mooring
piles now exist, Not greater than 400 sq ft, it will be of approximate
dimensions 13-ft x 30.5-ft, enclosing a boat lift, and accommodated by 6-ft
wide walkways, totaling 51-ft, along its southwestern and northwestern
dimensions
Boat Lift: A mechanical boat lift is to be constructed of approximate
dimensions of 1.2-ft by 25-ft within the confines of the Boat House. This boat
RECEIVED lift will be supported by three piles on each side of the slip.
Double Jet -Ski Lift: A double jet -ski boat lift is to be constructed adjacent to,
OCT 1 5 2019 and on the north side of the existing pier, approximately 120-ft water -ward of
the existing bulkhead. It will accommodate two jet -skis, and will be supported
SECTION ���y 2 piles adjacent to tlueexisting pier.
Additional Development: Additional development includes the grading, and/or
fill of the uplands (approx. 0.85 acres) landward of the alignment of the
proposed replacement bulkhead. It is proposed to achieve a slope 1:6 from the
a' C 0U i t1- top of the uplands down to a terrace even with the top of the replacement
bulkhead (+4 NWL), and nowhere steeper than a slope of 1:3.
Existing:
Prior development includes one residential structure, with an associated
playhouse, storage shed, brick paver sidewalks, a brick paver parking area, an
asphalt driveway and an asphalt roadway surface leading in from Halsey Bay
5

Road. Additional existing development includes a drainage ditch, a bulkhead
of approximately 533-ft, a short %" 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.
ele hone:
Telephone is provided on overhead poles by Century Link, and internet
service is similarly provided through Embarq.
IMPACTS 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 ff. 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
RECEIVED
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.
OCT 1 5 2019
MP SECTION MHD

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
MIMIMIZATION 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 strictures 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
RECEIVE® 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.
OCT 1 5 2019
Sincerely,
Ted Sampson
Environmental Consultant
7

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SAMPSON CONTRACTING, INC.
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125 Hunters Trail West, Elizabeth City, North Carolina, 27909 USA
' Tel: [phone] Fax: [phone]
tedsr@sampsoncontractingrcom www.sampsoncontracting.com
CERTIFIED MAIL —RETURN RECEIPT REQUESTED
Ally 24, 2019
Walter Matthew Winslow
161 Old Neck Road
Hertford, NC 27944
Re: Donald and Gwen Hudson's waterfront development, 159 Halsey
Bay Road, Perquimans County, North Carolina
Dear Mr. Winslow:
Our company has been retained by the Hudsons, owners of the property at 159 Halsey Bay Road, Bethel
Township (PIN 7877-33-0505) in Perquimans County, which is adjacent to your property on the
Perquimans River, located immediately to the north of the Hudson property. The Hudsons seek to
undertake development on their property, which abuts the Perquimans River. The Hudsons have asked us
to make application for the needed permits for their proposed development on their property.
The proposed development can be summarized as follows:
• Provide shoreline erosion protection along the property fronting on the Perquimans River by
construction of a replacement bulkhead structure, and
• Provide additional water access for the existing pier with boathouse, boat lift and finger piers, and
a separate double jet -ski boadift.
The overall development activities are depicted on the enclosed site drawings. As an adjacent riparian
neighbor to the development location, the CAMA Permit process requires that we notify you by Certified
Mail of the proposed project. This provides you with the opportunity to advise the NC Division of Coastal
Management of whether you have any comments relating to the proposed work. Landowners have 30
days from the date of notification in which to comment. Such comments will be considered by the
Department in reaching a final decision on the application.
The Hudsons are seeking this Permit to preserve the existing shoreline of this property along the
Perquiman River, and to facilitate access to and from the Perquimans River. If you have comments, you
can provide those to:
NC Division of Coastal Management
1367 U.S. 17 South
Elizabeth City, NC 27909 ReceivOld

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„ SAMPSON CONTRACTING, INC.
r'r Marine Construction And Environmental Consulting Services
�'.1 125 Hunters Trail West, Elizabeth City, North Carolina, 27909 USA
t so... Tel: Tel: [phone] — Fax: [phone]
` [e-mail] www.sampsoncontracting.com
CERTIFIED MAIL— RETURN RECEIPT REQUESTED
July 24, 2019
Joel Christopher Hollowell
12121 Tango Lane, #201
Raleigh, NC 27613
Re: Donald and Gwen Hudson's waterfront development, 159 Halsey
Bay Road, Perquimans County, North Carolina
Dear Mr. Hollowell:
Our company has been retained by the Hudsons, owners of the property at 159 Halsey Bay Road, Bethel
Township (PIN 7877-33-0505) in Perquinums County, which is adjacent to your property on the
Perquimans River along Halsey Bay Road. The Hudsons seek to undertake development on their
property, which abuts the Perquimans River. The Hudsons have asked us to make application for the
needed permits for their proposed development on their property.
The proposed development can be summarized as follows:
• Provide shoreline erosion protection along the property fronting on the Perquimans River by
construction of a replacement bulkhead structure, and
• Provide additional water access for the existing pier with boathouse, boat lift and finger piers, and
a separate double jet -ski boatlift.
The overall development activities are depicted on the enclosed site drawings. As an adjacent riparian
neighbor to the development location, the CAMA Permit process requires that we notify you by Certified
Mail of the proposed project. This provides you with the opportunity to advise the NC Division of Coastal
Management of whether you have any comments relating to the proposed work. Landowners have 30
days from the date of notification in which to comment. Such comments will be considered by the
Department in reaching a final decision on the application.
The Hudsons are seeking this Permit to preserve the existing shoreline of this property along the
Perquirnan River, and to facilitate access to and from the Perquimans River. If you have comments, you
can provide those to:
NC Division of Coastal Management
1367 U.S. 17 South
Elizabeth City, NC 27909i C M 01 V} 1:5
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ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
BRAXTON C. DAVIS
Director
Donald and Gwen Hudson
211 Ocean Highway South
Hertford, NC 27944
Dear Mr. & Mrs. Hudson:
NORTH CAROLINA
Environmental Quality
September 24, 2019
The NC Division of Coastal Management hereby acknowledges receipt of your application for
State approval to install bulkheading, construct a boathouse and boatlift within an existing slip, an
L-shaped finger pier around the boathouse and install a double jet -ski lift on an existing pier located
at 159 Halsey Bay Road, in Perquimans County. It was received complete on September 16, 2019
and appears to be adequate for processing at this time. The projected deadline for making a
decision is November 30, 2019. An additional 75-day review period is provided by law when such
time is necessary to complete the review. If you have not been notified of a final action by the
initial deadline stated above, you should consider the review period extended. Under those
circumstances, this letter will serve as your notice of an extended review. However, an additional
letter will be provided on or about the 75th day.
If this agency does not render a permit decision within 70 days from September 16, 2019, you may
request a meeting with the Director of the Division of Coastal Management and permit staff to
discuss the status of your project. Such a meeting will be held within five working days from the
receipt of your written request and shall include the property owner, developer, and project
designer/consultant.
NCGS I I3A-119(b) requires that Notice of an application be posted at the location of the proposed
development. Enclosed you will find a "Notice of Permit Filing" postcard which must be posted
at the property of your proposed development. You should post this notice at a conspicuous point
along your property where it can be observed from a public road. Some examples would be:
Nailing the notice card to a telephone pole or tree along the road right-of-way fronting your
property, or at a point along the road right-of-way where a private road would lead one into your
property. Failure to post this notice could result in an incomplete application.
p��D_E Q�
North Carolina Department of Environmental Quality I DWlsion of Coastal Management
Elizabeth Chy Office 1 401 South Griffin Street, Suite 3001 Elizabeth City, North Carolina 27909
252.264.3901

vuuaJU auu uwcu lluuauu
September 24, 2019
Page 2 of 2
An onsite inspection will be made, and if additional information is required, you will be contacted
by the appropriate State or Federal agency. Please contact Cynthia Rountree, Environmental
Specialist, if you have any questions and or if you wish to receive a copy of her field report.
Sincerely,
Ron Renaldi
District Manager, Northeastern District
NC Division of Coastal Management
RR/eg
Enclosure
cc: Gregg Bodnar, Assistant Major Permits Coordinator, DCM, Morehead City, NC
Cynthia Rountree, Environmental Specialist, DCM, Elizabeth City, NC
Ted Sampson, Sampson Contracting, Inc., Elizabeth City, NC

NOTI(114ad
CAMA PERMIT
AP L
D FOR
PROJECT: install bulkheading, construct a boathouse
& boatlift within an existing slip, an L-shaped finger pier
around the boathouse and install a double jet -ski lift on an
existing pier.
COMMENTS ACCEPTED THROUGH October= 2019
APPLICANT:
Donald & Gwen Hudson
211 Ocean Highway South
Hertford, NC 27944
252-339-0047
FOR MORE DETAILS CONTACT
THE LOCAL PERMIT OFFICER BELOW
Cynthia Rountree
401 S. Griffin Street, Suite 300
Elizabeth City, NC 27909
252-264-3901, ext. 234

Coastal Management
ENVIRONMENTAL OUALIIY
EMAIL MEMORANDUM
TO: The Perquimans Weekly
Hertford, NC 27944
c/o edalegaisna.dailyadvance.com
FROM: Ella Godfrey
DATE: September 24, 2019
SUBJECT: Major Public Notice: Donald & Gwen Hudson
ROY COOPER
lnnrnuu
MICHAEL S. REGAN
S" n .1
BRAXTON C. DAVIS
Please publish the attached Notice in the Wednesday, October 2, 2019 issue of THE
PERQUIMANS WEEKLY. Please note that this is for a one -day publication only.
The State Office of Budget and Management requires an original Affidavit of Publication
prior to payment for newspaper advertising. Please send the affidavit, an original copy
of the published notice, and an original invoice to Jessica Gibson, NC Division of
Coastal Management, 400 Commerce Avenue, Morehead City, NC 28557,
(Telephone [phone]).
Thank you for your assistance in this matter. If you should have any questions, please
contact me at our Elizabeth City office [phone].
Attachment
cc: Doug Huggett, Major Permits Coordinator, DCM, Morehead City
Tricia Smith, PIO, DMF/DCM, Morehead City
Jessica Gibson, Budget Officer, DCM, Morehead City
File
'Nothing Compares
Stain of North Carolina I Envitamlental Quality I Coastal Management
401 S. Gn1Tn ST, Sic 3001 Elizabeth City, NC 27909
252-264-39011252-331-2951 Ifaal

NOTICE OF FILING OF
APPLICATION FOR CAMA MAJOR
DEVELOPMENT PERMIT
The NC Department of Environmental Quality hereby gives public notice as
required by NCGS 113A-119(b) that application for a development permit in an AEC as
designated under the CAMA was received on 06/17/19. Donald and Gwen Hudson
propose to construct a boathouse and boatlift within an existing slip, construct an L-
shaped finger pier around the boathouse, install a double jet -ski lift and install new
bulkheading at 159 Halsey Bay Road in Perquimans County.
A copy of the entire application may be reviewed at the office of the Division of
Coastal Management, located at 401 S Griffin St, Ste 300, Elizabeth City, NC, 252-264-
3901 during normal business hours. Comments mailed to Braxton Davis, Director, DCM,
400 Commerce Avenue, Morehead City, NC 28557, prior to 10/22/19, will be considered
in making the permit decision. Later comments will be considered up to the time of permit
decision. Project modification may occur based on review & comment by the public, state
& federal agencies. Notice of the permit decision in this matter will be provided upon
written request.
PLEASE PUBLISH ON: DATE Wednesday, October 2, 2019

This document presented and filed:
05101/201711:31:34 AM
.� JQ,I,M,a,0u.jKd.0
JACQUELINE S. FRIERSON. PERQUIMANS CO, NC 1 d Q
Excse Tar. $610.00
PERQUIMANS COUNTY
LAND TRANSFEF TAX
BOOK 463pp PAGE 66 6) 05o 0
8
414558 I IIpII�IIII�I� III�1 PAIDUNT s L-' fl
II NORTH CAROLINA GENERAL WARRANTY DEED
Excise Tax:
Parcel Identifier No. 2.0072-0076 Verified by County on the_ day of ,20_
By:
MaiUBox to: Trimpi & Nub, LLP, 200 N. Water St, Ste 2A, Eiiaabelh City, NC 27909
This instrument was prepared by: Thomas P. Nash, IV
Brief description for the Index: 159 Halsey Bay Read
THIS DEED made this 191° day of April, 2017, by and between
GRANTOR GRANTEE
Walter Matthew Winslow and wife, Donald Hudson and wife,
Dee Rlddlck Winslow Gwen Hudson
161 Old Neck Road PO Box 65
Hertford, NC 27944 Hertford, NC 27944
John Michael Winslow and Wolter Matthew Winslow,
Co-Exeeulon of the Estate of Alice Jeanne Ward
Enter in appropriate block for each Grantor and Grantee: name, mailing address, and, if appropriate, character of entity, e.g.
cornomtlon 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, fora valuabloeonsidemtlon paid bythe Grantee, thereceiptofwhieh 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
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 I, 2014leaving the property to his wife, Alice Jeanne Ward. See Estate File No. 14-
E-1 19 in the Perquinums 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-129 in the Perquimans County Clerk's ogee.
All or a portion of the property herein conveyed _ includes or _2L 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, 1V. a licensed North Carolina attorney. Delinquenttaxes, ifany, tobe paid bythe closing
attorney to the county lax collector upon disbursement of closing proceeds.
��vG�EIV��ib

Of\ 40J ru UOf LJUU1T4 14000
TO HAVE AND TO HOLD the aforesaid lot or parcel of lend and all privileges end appurtenances thereto belonging to the Grantee in
fee simple.
And the Grantor contents with the Grantee, that Grantor is seiud ofthe premises in fee simple, has thetight to conveythe 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, pubgo service utility easements, if any and 2017 Ad Valorem Taxes.
IN WITNESS WHEREOF, the Grantor has duly executed the foregoing as of the day and year first above written.
0sNiit_ 1�y"�1-� _(SEAL)
rWalter Matthew( Winslow
I)t.1- 1Z;$rA.lik Di7 � L(SEAL)
Dee Riddick Winslow
The Estate of Flute Jeanne Ward
By:,l d l�lnl'.�� �! ^ . SEAL)
John Michocl 19 .4 w, C -Executor
By: Wss4� I 1 LC. - L)
Walter Matthew Winslow, Co -Executor
STATE OF NORTH CAROLINA
CODUNTT�YOFPASQUOTANKK
I, / 194M Pe 1YINkrI , a NotaryPublic of the County of AW l� L State of Nor
Carolina, certify that Welter Matthew Winslow and Dec Riddick Winslow personall came before me this day and
acknowledged the due execution of the foregoing instrument for the purposes therein, xifii55� ire
r i
d ggppN y
Witness my an and official s�`� eal, is to G day of ` 73: •• e•.,''S'r e.
rr�r' pTARy':Gee°
No ublre � �� Z
My Commission Expires: 8/a�/aQ�/J'. pUg\'\G�i�,
f �;•
i.;rGWl-�.V

BK 463 PG 068 DOC#414558
STATE OF NORTH CAROLINA
COUNTY OF PASQUOTANK
1, �Ol\ 0, 4, R)Aki , a Notary Public of the County of Oam[,It n and State of North
Carolina, certify that John Michael Winslow, Co -Executor 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 a1% day of _ ti . 2017.
Notary Public
My Commission Expires: �jhUOwjZ, 20"t9 CARLA H. PORTER
Notary Public
North Carolina
Camden County
STATE OF NORTH CAROLINA
COUNTY OFPASQUOTANK
I, —}%" ja , a Notary Public of the County of d State of North
Carolina, certify that Welter Matthew Winslow, Co -Executor of the Estate of Alice J e Ward, personally came
before me this day and acknowledged the due execution of the foregoing Instrument for the purposes therein expressed.
Witness my nd and olliciai se ththe day of, 2017.
otary Public it
n sasprurugpr/.
My Commission Expires: 4�//���/ `p!t`, P•.;?S2•,'6•
_ram?�aoTngy; ram:
� ��.r�l`s•e�l,

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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 fiulher 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 17" 48" West 103.04 feet to a set
iron rod w/ green epoxy, comering; running thence North 53" 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,
comering; running thence North 12" 01' West 124.97 feet to a point; running thence
North 19" 46' West 283.60 feet to an existing iron rod, comering; running thence North
54" 02' East 625.46 feet to a set iron rod; running thence North 54" 02' East 8.0 feet to a
point on the shoreline of the Perquimans River, comering; running thence along said
shoreline South 15" 24' East 143.65 feet to a point on a bulkhead; running thence along
said bulkhead South 02" 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
37" 39' East 192.44 feet to a point in a ditch, comering; running thence along said ditch
South 54" 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.
,receive

Agency Form For Permit Applications
1, Donald Hudson, the owner of the property located:
(proper(y ownea)
Adiacenl to the Perguin,ans River: off of
159 Halsey Bay Road Perguin,ans County, North Carolina,
(properly localioa/rrddress)
do hereby authorize: SANIPSON CON'rRACTING, INC., and its agents (Theodore
Sampson, or others) to act as our agent for the purpose of ontainil,g any environmental
Permits, including, but not limited to NC Coastal Area Management Act penuits,'NC
Dredge and Fill Act permits, NC DEQ permits, US Arn,y Corps or Engineers permits,
and/or any local, or county building and environmental permits, that [tiny be associated
with the development at the above -indicated property, which entails:
shoreline erosion protection by replacement of existing bulkhead, landscaping,
boathouse, boatlili and double jct-ski lift
(describe the proposed development for which permits are Going sought)
'rhis agency authorization is limited to the specific activities described above, and will
expire on:
31 July 2020, unless withdrawn in writing Prior to that time.
(date on which agency authorization expires)
(Agent Information:)
Sampson Contracting, Inc.
125 Hunters Trail West
Elizabeth City, NC 27909 RE'ceive0
TO.: [phone]
(Property Owner Information:) flfl
(signattn�a:)
Donald and Gwen I Ividson
(printed name a/'oavnea)
30 ,tune 2018
(date)
211 Ocean Highway South
(Mailing A(Gh•ess)
Hertford, NC 27944
(00,, .Slate, Zip Code)
252 339 0047
(Telephone Nwnher)

N.C. DIVISION OF COASTAL MANAGEMENT
AGENT AUTHORIZATION FORM
Date: June 30, 2019
Name of Property Owner Applying for Permit:
Donald and Gwen Hudson
Mailing Address:
211 Ocean Highway South
Hertford, NC 27944
1 certify that I have authorized (agent) Theodore Sampson & Sampson Contracting, Inc., to act on my behalf, for
the purpose of applying for and obtaining all CAMA Permits necessary to install or construct (activity)
shoreline erosion protection by replacement of existing bulkhead landscaping boathouse boatlift and double
et -ski lift, at (my property located at)
159 Halsey Bay Road Perquimans County, adjacent to the Pergulmans River.
This certification is valid thru (date) July 31, 2020.
Property Owner Signature
By: Donald Hudson. Owner
June 30,2019
Date

MAJOR PERMIT FEE MATRIX
Applicant: _t nr\&td d' Gtuen H(A Soh
Selection
Development Type
Fee
DCM %
DWQ %
(14300 1601 435100093 1625 6253)
(24300 1602 435100095 2341)
I. Private, non-commercial
development that does not
$250
1000%,Io ($250)
0% ($0)
involve the filling or
excavation of any wetlands
or open water areas:
II_ 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
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 -
�},
I n
commercial development, if
$250
100% ($250)
0% ($0)
General Water Quality
Certification No. 4097 (See
attached can be applied:
III(B). Public or commercial
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)
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

Nu Ulvision or lioasiai.Managerriefii
Cashier's Official Receipt
Received Fro
Permit No.: — Wa i '0 '� /`�pr'_T�Q/���'G9/7 °.✓
AppIIcant'sName:
�6n9�d
Project Address: 4111
Date:
Check No.: :2/7 D
County: �� 4•'n� J $
Please retain receipt for your records as proof of payment for permit Issued.
Signature of Agent or Applicant:
44
Signature of Field Representative. cl
Date: r7
Date: ( s

—This is a word processing form to be completed in Microsoft Word —
NC Division of Coastal Management
Major Permit Application Computer Sheet
(11101r2012)
Applicant: Donald and Gwen Hudson Date: 9/25/2019
Project Site County Perquimans
Stet/.• Cynthia Rountree District OEfizabeth City Washington
❑Morehead City ❑K11mington
PrejectName: Hudson Rover File:
Date of initial application submittal (EX. 1/62007): 725/2019
Date application `received as complete"in the Field office (EX: 1/62007): 9/162019
Pemrit Authorization: LJCAMA LIDiedge 8 FAN NBoth
SITE DESCRIPTION/PERMIT INFORMATION
PNA: OYes ON6
Photos Taken: Yes® No❑
Setback Required (riparian): ®Yes ❑
No
Critical Habitat. Yes ONo Not Sure
15 foot wahrerobtained: OYes NNo
Hazard Notification Returned:
❑Yes ®No
SAV. Yes ONo ONotSure
Shell Bottom: 0 Yes NNo 0 Not
Temporary Impacts: OYes ONo
Sure
Sandbags: Yes ®No Not Sure
Did the land use classification come from
Mitigation Required (optional):
countyLUP: ®Yes ❑No
❑Yes ®No
Moratorium Conditions: Yes WNo
Environmental Assessment !lone:
❑NA
❑Yes ❑No ®NA
SECONDARY WATER CLASSIFICATION — OPTIONAL (choose MAX of 4)
Future Water Supply (FWS)
Nutrient Sensitive Waters (NSM
Swamp Waters (SW)
Ll High QuaW Waters (HQW)
LJ Outstanding Resource Waters (ORN9
WETLANDS IMPACTED
El (404) Corp. of Engineers (Jurisdictional
(LS) Sea lavender (Limonium sp.)
(SS) Glasswon ( Salicomia sp.)
wetlands)
(CJ) Saw grass (Clarfium jamaicense)
(SA) Sell marsh coMgrass (Spartina
(SY) Salt reed grass (Spartine
ahemi9ora)
cynosuroides)
(DS) Salt or spike grass (Distichlis
(SC) Bullnrsh or three square (Scirpus
(TV) Cattail (Typha sp.)
sploate)
sp.)
(JR) Black needlerush (Juncos
(SP SSaWwadow grass (Spar ina
roemedenus)
patens)
APPUCATION FEE
No fee required - $0.00
0 III(A) Private w/ D&F up to 1 acre;
III(D) Priv. public or comm w/D&F to 1
3490 can be applied - $250
acre; 3490 can? be applied - $400
El Minor Modification to a CAMA Major
0 Major Modification to a CAMA Major
IV Any development involving DGF of
permit - $100
permit - $250
mom than 1 acre - $475
Permit Transfer - $100
III(B) Public or commercial w/D&F to 1
Express Permit - $2000
acre; 3490 can be applied - $400
El Major development extension request -
11. Public or commercial/no dredge
$100
and/or M - $400
1. Private no dredge and/or fill - $250
III(C) Priv. public or comm w /D6F to 1
acre; 3490 can be applied; DCM needs
DWQ agreement - $400
252-808-2808 :: 1-888.41RICOAST :: www.n�coa_psal..mango�ne..nx�net revised: Nov. 2012

NC Division of Coastal Mgt. Application Compute. Fhr-r�t, Page 2 of 3)
Applicant: Donald and Gwen Hudson
Date: 9/25/2019
Describe below the ACTIVITIES that have been applied for. All values should match the dimension order, and units of
measurement found In your Activides code sheet.
Activity Name
TYPE REPLACE
Number Choose Choose Dimension I Dimension 2 Dimension 3 Dimension 4
One One
Bulkhead
1
New Work
Replace
533 ft
18 in
5 ft
Maint ❑
® Y ❑ N
Boathouse
1
^few Ktrk
Replace
30.5 ft
13 ft
Maint ❑
❑ Y O N
Fill (shoreline
1
New Work
Replace
0.1852 yds3
Stabilization
Maint ❑
❑ Y N N
below H2O
Finger Pier
1
New Work
Replace
51 ft
611
Maint❑
❑Y NN
Boatlift
1
New Work
Replace
25 ft
12 ft
Maint ❑
❑ Y ® N
Boatlift
2
New Work
Replace
6 ft
4 ft
Maint ❑
❑ Y ON
New Wbrk
Replace
Maint ❑
❑ Y ❑ N
New Work
Replace
Maint ❑
❑ Y ❑ N
New Nbrk
Replace
Maint ❑
❑ Y ❑ N
New Work
Replace
Maint ❑
❑ Y ❑ N
New Work
Replace
Maint ❑
❑ Y ❑ N
New Work
Replace
Maint ❑
❑ Y ❑ N
New 06iWO
Replace
Maint ❑
❑ Y ❑ N
New Work
Replace
Maint ❑
❑ Y ❑ N
ork
New Work-El—
Replace
Maint ❑
❑ Y ❑ N
New Wade
Replace
Maint ❑
❑ Y ❑ N
New Work
Replace
Mainl ❑
❑ Y ❑ N
New Work
Replace
Maint ❑
❑ Y ❑ N
New Work 0
Replace
Maint ❑
❑ Y [IN
New Wak
Replace
Maint ❑
❑ Y ❑ N
New work
Replace
Maine ❑
❑ Y ❑ N
New Wbrk
Replace
Maint ❑
❑ Y ❑ N
revised Nov. 2012

NC Division of Coastal Mgt. Application Computer Sheet, Page 3 of 3)
Applicant: Donald and Gwen Hudson
Date: 92W019
Describe below the HABITAT disturbances forthe application. Alt values should match the name, and units of measurement
found In your Habitat code sheet.
Habitat Name
DISTURB TYPE
Choose One
TOTAL Sq. Ft.
(Applied for.
Disturbance total
includes any
anticipated
restoration or
feinp Nn is)
FINAL Sq. Ft.
(Anticipated final
disturbance.
Excludes any
restoration
and/or temp
opad amoun)
TOTAL Feet
(Applied for.
Disturbance
total includes
any anticipated
restoration or
temp impacts)
FINAL Feet
(Anticipated final
disturbance.
Excludes any
restoration and/or
temp impact
amount
High Ground
Dredge ❑ FIN ® Both ❑ Other ❑
33.555 sqft
33,5W sgft
Shallow Bottom
Dredge ❑ FIN ® Both ❑ other ❑
1,355 sgft
1,355 sqft
Open Water
Dredge ❑ FIN ❑ Both ❑ Other ®
554 sqft
654 sqft
Dredge ❑ FIN ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ FIN ❑ Both ❑ Other ❑
Dredge ❑ FIN ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fig ❑ Both ❑ Other ❑
Dredge ❑ FR ❑ Both ❑ Other ❑
292-808.2808 :: 1-888.4RCOAST :: revised: Nov. 2012

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
BRAXTON C. DAVIS
Direcmr
September 26, 2019
MEMORANDUM
NORTH CAROLINA
EnWrontnental Quality
FROM: Gregg Bodnar, Assistant Major Permits Coordinator
NCDEQ - Division of Coastal Management
400 Commerce Ave., Morehead City, NC 28557
Fax: [phone] (Courier04-16-33)
gregg.bodnar c(D.ncdenr.gov
SUBJECT: CAMA /Dredge & Fill Application Review
Applicant: Donald and Gwen Hudson
Project Location: 169 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
North Carolina Department of Environmental Quality I Division of Coastal Management
Elizabeth City Ofnce 1401 South Griffin Street. Sulte300 I Elizabeth Cny,NorIh Carollna27909
2,52.264.3901

DCM Coordinator: Greg Bodnar Distributed Yes® No ❑
Applicant: Donald and Gwen Hudson Distribution Date: 9/26/2019
AGENCY
ECRO
Community Development/LPO
Rhonda Money
DCM Planner
Charlan Owens Eliz City
US COE:
Raleigh Bland (Beaufort, Camden, Chowan,
Craven, Hertford, Hyde, Perquimans, Tyrrell)
Community Assistance
Lee Padrick (Beaufort Carteret, Craven, Eliz City,
Pamlico, Washington)
Cultural Resources
Renee Gledhill -Earley
Div. of Water Infrastructure
(No longer public Water supply)
Clif Whitfield
Marine Fisheries
Curt Weychert WARO/ECRO
NC DOT
David Harris
Shannon Jenkins
Shellfish Sanitation
Sharon Gupton
Tim Walton
State Property
Mike Moser
Wanda Hillard
DEMLR/DWR:
Sheri Montalvo
Shelton Sullivan
DEMLR
Sediment & Erosion-
Samir Dumpor
Storm water-
Roger Thorpe
DWR 401-
Anthony Scarbraugh
WRC
Maria Dunn (WARO)
National Heritage Program
Rodney Butler
C:\Users\emgodfrey\Documents\Major Permits\McCollister\Maj comment Distribution sheet for McCollister.docx
Revised : 6/29/2018

Property Of:
Walter Matthew Winslow
75-Ft Coastal Shoreline
Area of Environmental Concern
/ T /
Riparian Lhe / / AF 44NO /
/ RpA'" /
15 R Selbaci / <o �SRi�FR
Shoreline
/ Existing Riprap /
/ Existing Gazebo /
Existing Platform\ /
Proposed Boathouse
,W\ww}w
Proposed Boatlitt
lwwwi(v-.
rwW(
Existing Mooring Pile
rww
Proposed Finger Piers
^"
\
\
xisting Swim Platform
Proposed DouWel
r
\
\ Jetski Lift
Existing
ww
wwwwwv _� \ Groins
vwwwwwwr \
wwwwwY
` p \
1
• \ V
\ \
Existing � '\
Playhouse Exlsting \ \
Storage '\
Existing Shed \.
Residential Existing
Structure Poor
Property (* Pole J"
Donald & Gw , Hudson
159 HRISr day Road
0 so 100
s�
/
Existing Pier & Walkway/
Riparian Line
/ 15 it Setback
1.3 FT /
/
/—Existing Osprey Nest Pole
— Proposed Bulkhead & Return Walls
Existing Bulkhead
F
30-Ft Public Trust Shoreline
Area of Environmental Concern
Received
I17GENDJKEY
------- .------- __._. SHORELINE INW0-OBSERVEOWM2019
EXISTING BULKHEAD
PROPOSED BULKHEAD
GRADING (DISTURBED AREA)
GRADING (IS SLOPE) TO 4FT TERRACE
LOTleOUNDARY LINE
j�,�` ti• ,i °,:-'C EXISTING ASPHALT ROADWAY/IXtNEWAY
Mangum EXISTING BRICK PAVERS
— — • — — — — 7F CAW ESTUARINE SHORELINE AEC
— — 3o CAW PUBUC TRUST SHORELINE AEC
0 POCOS9i
wwwwwwww 401WETLANDS
APPROX. EDGE TREEUNE
♦X FT NWL CONTOUR
irrr As#:trfR RIPRAP
EXISTING DRAINAGE DITCH
DEPTHSBELOWNWL
GENERAL NOTES
1) Drawings derived from a survey of Charles E. Brown,Sl,
L-2456, signed on March 7, 2017, and from
information available from the PerquimansCounty GIS,
and from Measurements taken on 5/72019.
2) Drawing Is for permitting purposes only and not
construction.
3) Copyright ® 2019 SAMPSON CONTRACTING,Inc. All rights
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 DEQ, and the US ACOE for Permit
processing purposes.
NO
REVISION
DATE
1
Label proposed forger piers
N7/19
2
Reference Depths to NWL
0113fl9
PE STAR
SAMPSONCONTRAcnNc, INC
i
12a Hungn Tnll West
a11zeMM C , NC 2T909
PROJECT TITLE: HUDSON
BULKHEAD REPLACEMENT, BOATLIFTS,
BOAT HOUSE DEVELOPMENT
DRAWING TITLE:
SITE OVERVIEW
SCALE: 1IN. -200 FT.
DRAWING NO.:
03 - 050719 - 001
SHEET 1 OF 4
DRAWN: TS
CHECKED:
DATE: 001"19
PROJECT NO.: 03 - 050719

\Il \Il W \R' \Il Yl'
Ilv"V Y!/\JIl\IC 1t
0 50 100 200 300 400 500
SCALE: 11 IN = 50 FT
—Existing Riprap Existing Pier& Walkway
ZZ .'
__1 r
\I<vr yr \I<
Wl."� \ 1
\Il \IC \
\ \\11l \
\
75-Ft Coastal Shoreline
Area of Environmental Concern \
\
\
Existing
Playhouse Ew�nO
Storage Shed
Existing Residential
Property OF. '
Donald &Gwen Hudson
159 Halsey Bay Road -..•.
Existing
Existing Platform
Proposed Boathouse
Proposed Boatlift
Existing Mooring Piles
Proposed Finger Piers
Existing Swim Platform \
Proposed Double Jetski Lift -�
Existing
\ Existing Groin
\ �\ 2.8 FT
\ \ \
\ < 2.7 FT xistng Groin
\ \ 2.5 FT
Existing \
~Power Pole \�\ VI'
30-Ft Public Trust Shoreline \ \
Area of Environmental Concern \
\
721
FT
lc
RDG�
°Oo /
Fee /
/
/
/
•f— Existing Osprey Nest Pole ///•
Riparian Line
/ 151t 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 Fill 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-
imum Width and length are 8-ft, and 108-ft, respectively.
Existing Bulkhead
Property Of:
Joel Christopher Hollowell
I/
LEGEND/KEY
----------- . SHOREUNE(NWL)-OBSERVED517,20/0
EXISTING BULKHEAD
PROPOSED BULKHEAD
GRADING (DISTURBED AREA)
GRADING (1 : 6 SLOPE) TO *FT TERRACE
LOTWUNDARY LINE
EXISTING ASPHALT ROADV/AYMRMEWAY
�0 EXISTING BRICK PAVERS
— — - — — — — 75' CAMA ESTUARINE SHORELINE AEC
— — W CAMA PUBLIC TRUST SHORELINE AEC
/ ® 401 WETLANDS
- APPROX. EDGE TREEUNE
-X FT NWL CONTOUR
—...—...—..•— EXISTING DRAINAGE DITCH
X OEPTHSBELOWNWL
GENERAL NOTES
1) Drawings derived from a survey of Charles E. Brown,Ill,
L-2455, signed on March 7, 2017. and from
information available from the ParqulmansCounty GIS,
and horn Measurements taken on 517/2019.
2) Drawing is for permitting purposes only and not
construction.
3) Copyright ® 2019 SAMPSON CONTRACTING,Inc. All right
reserved. This material Is the propedy of SAMPSON
CONTRACTING, Inc., and is protected by the copyright laws
of the United Stales and other countries. It may not be
reproduced, distitbuled, 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 DEO, and the US ACOE for Permit
Processing purposes.
NO
REVISION
DATE
1
IlLaW Finger Piers; Doti Fite Amos
N7J19
2
lReferance Deptr to NWL
W13119
PE STAMP
8AMMNC0NTRACTINC,INC
12a N�nbn Tree Wass
Errrwm 1ve 271109
PROJECT TITLE: HUDSON
BULKHEAD REPLACEMENT, BOATLIFTS,
BOAT HOUSE DEVELOPMENT
DRAWING TITLE:
PROPOSED BOATLIFTS, BOAT HOUSE &
BULKHEAD REPLACEMENT
SCALE: 1 IN. = 50 FT.
DRAWINO NO.:
DRAWN: TS
03 - 050719 - 001
SHEET 2 OF 4
CHECKED
DATE: OOM3119
PROJECTN0.:03-050719

—
LEGEND/KEY _-- -
2"x10"C
Typical Pier
Sections
--0.0 ft-
6. ft
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 16's
with Outboard Joists Sistered
Piles: S" Butt
Piles cut flush with
top of girders.
2.5 CCA
--6.011
2" x 8" Decking
Fasten with 3" Stainless
Steel Deck Screws
Y x " Uplitl Ties
1 Tie at Each Joist
I
and Girder Intersection
T Minimum
i
Distance Above
Water& Weiland
I
Substrate
i
2" x 10" Girders
(See Note 1)
Both Sides of Pile
NOTE: t) Finger Pier elevation to match that of existing pier.
Existing Pier elevation is approximately 3.7-ft above NWL.
5/8" Galvanized Botts
with Washer on Each
Side and Nut (2 in
Each Girder)
BOATHOUSE FINGER PIER DETAILS
NITS
Typical Bulkhead
Sections
1' x 6" TREX Cap Boards
Orthogonal to Line of Bulkhead
W x 6"— ESP 4.1 - 12' Vinyl Sheetpile
r'x s
5/8" x 16 Hot Dipped
Galvanized Tieback Rt
Deadmen:
6"x6"x8'
2.5 CCA
Level of Adjoining
Existing Gr
Normal Watt
Level (NWL
Bottom
011
��■aYatJV■
'��
4'a���tJV�t7�.
u.r�r�r�}�uu`lr`rvr�rlI'.',,UUu■
�qi I��
�'���1111r��llt■7
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
Received
DMEC
1) Drawing Is for per n"ing purposes only and not
construction.
2) Copyright ® 2019 SAMPSON CONTRACTING,Inc. All righ
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 countries. It may not be
reproduced, distributed, or altered in any fashion by any
-8e 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.
STAR
Irxwmi rrrra: HUDSON
BULKHEAD REPLACEMENT, BOATLIFTS,
BOAT HOUSE DEVELOPMENT
BULKHEAD & FINGER PIER DETAILS
AS INDICATED DRAWING NO.:
TS 03. 050719 - 001
D SHEET 3 OF 4

L N 4 {y CS gs
LLp 3 T Np
rJ C �
C 2 � T N O a� � LL
p aon o< VV
=ap88Na ` , f rn0
ii
F— rz
e C w
N
.�• �Na—i. gc �3a _a ma Q oW
ZO ~ Z` MM
g38a W ZW G
ZQe eB_ O 6
g$ z �U
�8O�€ p s� WW
m r,� 8 U'- C Z ui � _
aN�oo z
ORyt0-myeE mZ ffa w0
Wiv3 <O W-C 0.�v� oc
m
N2aiy0
�m it a
®?V �v'oZO A' 21 F C s
Typical Boathouse
Sections
Water Depth
Nonnal Water
Level
2' x 8" Fascia
' t 7-0
Simpson H8 Tie at Each Rafter 20" I
(both sides of Boathouse) I 7-7F.
7d
Approx. 3.7-R (See Note 1) I
2" x 6' Rafters
l nm 1 I
_-_ r-r
ra I
2' x 8' Fascia i 3pg 2-0'
i r4r
T-r 7-0' I
I
r-a e I
r-v I
7-r
2" x 4" Rafter Braces 2 9'44
(Nailed to Bottom of Each Rafter) 1,
I
I
2 Sistered 2" x 8' x 16'
Walkway/Pier Level
for Ridge Pole 2' x 6' Ridge Pole Support
9:12 Pitch Roof 2" x 4" Rafter Braces
2 Sistered 2' x 10' x 16' Grders (Nailed to Bottom of Each Rafter)
(Fasten to Pies with 2 -Sl8" Galvanized Bolts)
2" x 8" Fascia ` 4
f
2 Sistered 2" x 10" x 12' Girders g��1. 1 T �„
(Fasten to Piles with 2 - 518" Galvanized Bolts) i ' 'q 2
1 f
I , NOTE: 1) Finger Pier elevation to match that of existing pier.
,
Existing Pier elevation is approximately 3.7-ft above N WL.
Walkway/Pier Level I
1
Approx. 3.7-ft (See Note 1)
1
_Normal Water
Level — — — — — — — — — — —
i
3'-0"
I�
4
I {
I
I 1
Not Representative of Pile Depth Below Bottom:
To Be Determined By Assessment of Soil Conditions
BOATHOUSE DETAILS
NITS