17-22 Mitchell, Brandon

Permit Class
NEW
STATE OF NORTH CAROLINA
Department of Environmental Quality
and
Coastal Resources Commission
Jkrmit
for
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
Permit Number
17-22
Issued to Brandon Mitchell,1510 Small Ct., Kill Devil Hills, NC 27948
Authorizing development in Dare County at adi. to a canal off Albemarle Sound, at 156 Sir Chandler Dr., in
Colin on as requested in the permittee's application did "Rev 12/3/21 (MP-1,4), 10/6/21 (MP-2), & "Rev 12/13/21 (MP-3),
incl att workplan drawings (8), Sheets 1,2 of 8 dtd "Rev 12/3/21" & Sheets 3-6 of 8 did 10/7/21 & Sheets 7-8 of 8 did 1117121.
This permit, issued on February 21, 2022 , is subject to compliance with the application (where
consistent with the permit), all applicable regulations, special conditions and notes set forth below. Any violation
rr inese terms may oe suoiect to tines, imprisonment or civtt action; or may cause me permn io oe nun anti voiti.
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, 2025
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.
Braxton C. Davis, Director
Division of Coastal Management
This permit and its conditions are hereby accepted.
Signature of Permittee

Brandon Mitchell Permit No. 17-22
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) This permit does not authorize any excavation waterward of the approved alignment.
8) The fill material shall be clean and free of any pollutants except in trace quantities.
9) Unless altered herein, all backfill material shall be obtained from a high ground source and confined
behind the permitted bulkhead. ,
10) No backfill material is to be placed within 30 feet of the normal water level, except that which will be
used to backfill the area behind the permitted bulkhead.
11) All fill material to be placed below normal water level shall be confined behind the permitted bulkhead.
Docking Facility
12) This permit authorizes only the 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.
13) No sewage, whether treated or untreated, shall be discharged at any time from any boats using the
docking facility. Any sewage discharged at the docking facility shall be considered a violation of this
permit for which the permittee is responsible. This prohibition shall be applied and enforced throughout
the entire existence of the permitted structure.
14) 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.
15) This permit authorizes a maximum of three (3) formalized boat slips.
16) The pier and associated structures shall have a minimum setback distance of 15 feet between any parts
of the structure and the adjacent property owner's area of riparian access.
17) 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.

Brandon Mitchell Permit No. 17-22
Page 3 of 3
ADDITIONAL CONDITIONS
18) The authorized structure and associated activity shall not cause an unacceptable interference with
navigation and shall not exceed the dimensions shown on the attached permit drawings.
Upland Development
19) Unless specifically altered herein, this permit authorizes the grading and other land disturbing activities
associated with the development of the above referenced property, including the boardwalk, all as
expressly and specifically set forth in the attached permit application and workplan drawings.
Sedimentation and Erosion Control
20) In order to protect water quality, runoff from construction shall not visibly increase the amount of
suspended sediments in adjacent waters.
21) Appropriate sedimentation and erosion control devices, measures or structures shall be implemented to
ensure that eroded materials do not enter adjacent wetlands, watercourses or properties.
22) 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.
General
23) 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.
24) All construction debris associated with the removal or construction of the permitted development shall
be contained within the authorized project area and disposed of in an approved upland location.
25) 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-2022-00131).
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. 2021-1857.
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.

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DIVISION OF COASTAL MANAGEMENT
r^^ I Application Processing Notes
Applicant: W 14G('e t
Type: (Check all that apply)
New V Major Mod Permit# Minor Mod Renewal Transfer ____.......
Permit Coordinator:
Field Representative:
Date Time
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DIVISION OF COASTAL MANAGEMENT \^'^
APPLICATION TRANSMITTAL AND PROCESSING RECORD n
of p�-
APPLICANT: Brandon Mitchell
PROJECTNAME: Mitchell Bulkhead
COUNTY: Dare
LOCATION OF PROJECT: 156 Sir Charles Drive; Colington
DATE APPLICATION RECEIVED COMPLETE BY FIELD: 12-9-21
FIELD RECOMMENDATION: Attached: No
To Be Forwarded: Yes
FIELD REPRESENTATIVE: Sarah LoeJJI - ICT OFFICE: Elizabeth City
DISTRICT MANAGER REVIEW: Date /.lt�_
B) DATE RECEIVED BY MAJOR PERMITS UNIT: FEE RECD: S250 # lll(A)
APPLICATION ASSIGNED TO: Bodnar
PUBLIC NOTICE REC'D: 12-29-21
ADJ. RIP. PROP NOTICES REC'D:
C) 75 DAY DEADLINE: 2-22-22
HOLDS:
END OF NOTICE DATE: 1-18-22 RECEIVED
DEED REC'D: Yes DEC 22 2021
150 DAY DEADLINE:
EMAIL OUT DATE: 12-22-21 STATE DUE DATE: 1-12-22
PERMIT FINAL ACTION: ISSUE DENY
DCM-MHD CITY
AGENCY
DATE
NOTES
COMMENTS
OBJECTIONS:
RETURNED
YES NO
DCM - Field Rep
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ROY COOPER
Governor
ELIZABETH S. BISER
Secretary
BRAXTON DAVIS
Director
December22, 2021
MEMORANDUM:
NORTH CAROLINA
Environmental Quality
FROM: Gregg Bodnar, Assistant Major Permits Coordinator
NCDEQ - Division of Coastal Management
400 Commerce Ave., Morehead City, NC 28557
Fax: [phone] (Coutier04-16-33)
gregg.bodnal-Oncdenreov
SUBJECT: CAMA/Dredge & Fill Review
Applicant: Brandon Mitchell
Project Location: 156 Sir Charles Drive; Colington in Dare County
Proposed Project: Construct a docking facility, boardwalk, walkway and replace a bulkhead
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Grecfg Bodnar at the address above by January 12, 2022. If you have any
questions regarding the proposed project, contact Sarah Loeffler (252-264-3901, ext 232) 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.
PRINTNAME _75AMI12 1>U"PCIP— }�D
AGENCY —?xLe L� —�C ° EC."E�VE®
SIGNATURE -::= j
DATE JAN 3 2022
PAP SECTM MIM
AW
North Carolina Department of Environmental Quality I Division of Coastal Management
Elizabeth City Office 1401 South GriffinStreet, Suite 3001 Elizabeth City. North Carolina 27909
252.2647901

ROY COOPER
DOVeMDr
ELIZABETH S. BISER
Secretory
BRAXTON DAVIS
Dfrraor
NORTH CAROLINA
£nWronn enfal Quality
MEMORANDUM
TO: Gregg Bodnar, Assistant Major Permits Coordinator
Division of Coastal Management, Morehead City
THROUGH: Ron Renaldi, Northeastern District Manager OL
Division of Coastal Management, Elizabeth City u �"
FROM: Sarah Loeffler, Field Representative '✓H'V - F E B 1 2022
Division of Coastal Management, Elizabeth City
DATE: January 31, 2022 ft';? SE."EC `Ia.`�'.�N INHHO
SUBJECT: Brandon Mitchell;156 Sir Chandler Drive, Colington
Major Permit Recommendations
The applicant proposes the construction of a ± 57' replacement bulkhead along a hardened shoreline
(existing derelict bulkhead) that will tie into existing bulkheads along adjacent properties. The
proposed alignment will average 10' waterward of Normal Water Level (NWL) with a maximum
distance of 14' waterward. In addition to the bulkhead, the applicant is proposing the construction of
a 34'x5' pier with a 5'x7' lower platform, 19'x10' boat lift, and 6'x3' PWC lift located on the eastern
side of the pier. Three designated mooring slips (a boat lift, a PWC lift, and an area to the west of the
proposed pier) are being proposed as part of the docking facility. Associated high ground
development proposed is the construction of a 57'x6' slatted wooden boardwalk along the bulkhead
alignment and a 25'x6' slatted wooden walkway from the upland area for a total of 492 W.
The site of the proposed development is located at 156 Sir Chandler Drive (Lot 68) within Section B
of the Colington Harbour subdivision. The property is located in Colington, Dare County and is
adjacent to a canal known as Frigate Inlet which connects to the Albemarle Sound. The proposed
development involves the Public Trust Area (PTA), Estuarine Waters (EW), and Estuarine Shoreline
(ES) Areas of Environmental Concern (AEC's).
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
Paragraph (a) addresses General Use Standards, and sub -paragraph (1) precludes uses that are not
water dependent within the EW and PTA and lists uses that may be considered water dependent.
Consistent: The applicant proposes to construct a pier, platform, boat lift, and PWC Lift. This
sub -paragraph considers these structures as water dependent.
North Carolina Department of Environmental Quality I Division of Coastal Management
Elizabeth city Office 1401 South Griffin Street, Suite 3001 Elizabeth Clty,NorthCarollna 27909
®� /'� 252.2643901

Brandon Mitchell
January 31, 2022
Page 2 of 8
Paragraph (a)(2)(A) states that the -location, design,-�and_need_for-_develapment,_as well as the
construction activities involved shall be consistent with_the.management.objective_of the Estuarine
and Ocean System AEC and shall be sited and designed -to avoid sigriificant adverse impacts upon the
productivity and biologic integrity of coastal wetlands,. shellfish beds of 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, submerged
aquatic vegetation (SAV), and/or spawning and nursery -areas. -The location is not within any
primary nursery areas and is closed to shellfish taking. No SAV was reported to be growing
within the project area, and the area is not designated by NCDMF as SAV habitat.
Paragraph (a)(2)(B) states that development shall comply with state and federal water and air
quality standards.
Consistent: The proposed development will not violate water & air quality standards.
Paragraph (a)(2)(C) states that 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 archeological or historical resources on the property.
Paragraph (a)(2)(D) states that development shall not increase siltation.
Consistent: It does not appear that the development will measurably increase siltation.
Paragraph (a)(2)(E) states that development shall not create stagnant water bodies.
Consistent: It does not appear that the development will create stagnant water bodies.
Paragraph (a)(2)(F) states that development shall be timed to avoid significant adverse impacts on
life cycles of estuarine and ocean resources.
Consistent: The proposed development will have minimum adverse effects on the life cycle
of estuarine resources.
Paragraph (a)(2) (G) states that 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 proposes minimal effects on navigation.
Paragraph (b) addresses Specific Use Standards. Of these, subparagraphs (6) Piers and Docking
Facilities and (7) Bulkheads pertain to this project, and those subparagraphs not listed are not
applicable to this project. , IE cc :a
Paragraph (b) (6) (A) states that piers shall not exceed six feet in width.
Consistent: The proposed pier is 6 feet in width.
F E B ' 2022
-
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Brandon Mitchell
January 31, 2022
Page 3 of 8
Paragraph (b)(6)(B) states 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.
Consistent: The shoreline of the property is ± 57 feet in length allowing for 456 ftz of shading
impact.. The proposed platform will shade 35 W. Therefore, the total area of applicable
shading impacts will be significantly less than 456 W.
Paragraph (b)(6)(C) states piers and docking facilities over coastal wetlands shall be no wider than
six feet and shall be elevated at least three feet above any coastal wetland substrate as measured from
the bottom of the decking.
Consistent: The development will not impact any wetlands.
Paragraph (b)(6)(D) states 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: No boathouse is proposed with this development.
Paragraph (b)(6)(E) states 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: One boat lift and one PWC lift are being proposed with this development. The boat
lift, being the largest of the two lifts, is 19'x10' or 190 ftz which is less than the 400 square feet
allowed.
Paragraph (b)(6)(F) states piers and docking facilities shall be single story. They may be roofed but
shall not be designed to allow for second story use.
Consistent: The proposed piers and docking facilities are all single story and no roofed areas
are being proposed.
Paragraph (b)(6)(G) states piers and docking facility length shall be limited by:
(i) not extending beyond the established pier or docking facility length along the same shoreline for
similar use.
Consistent: The proposed pier and docking facility length is consistent with other established
piers along the same shoreline.
(ii) not extending into the channel portion of the water body.
Consistent: The proposed pier and docking facility will not be extended it o the c"% E'
portion of the water body.
F E B 1 2022

Brandon Mitchell
January 31, 2022
Page 4 of 8
(iii) not extending more than one-fourth the width of a natural water body, or human -made canal or
basin.
Consistent: The width of the canal adjacent to the project location is estimated to average
± 129 feet across to the opposite shoreline. The proposed pier, at 31' in length, is below one-
fourth the width (± 32') of the water body.
Paragraph (b)(6)(H) states piers or docking facilities longer than 400 feet shall be permitted only if
the proposed length gives access to deeper water at a rate of 1 foot each 100 foot increments of length
longer than 400 feet.
Consistent: The proposed docking facility is 31 feet in length and less than 400 feet.
Paragraph (b)(6)(1) states 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 area of riparian access.
Consistent: The proposed docking facility is located 15' west of the eastern property line and
27' east of the western property line. The docking facility will not encroach within either 15'
setback.
Paragraph (b)(6)(J) states applicants for authorization to construct a pier or docking facility shall
provide notice of the permit application to the owner of any part of a shellfish franchise or lease over
which the proposed dock or pier would extend. The applicant shall allow the lease holder the
opportunity to mark a navigation route from the pier to the edge of the lease.
Consistent: The location of the proposed development is adjacent to a canal which is closed to
shellfish taking.
Paragraph (b)(7)(A) states bulkhead alignments for the purpose of shoreline stabilization, shall
approximate the location of normal high water or normal water level.
Inconsistent: The location of the proposed bulkhead is waterward of normal water level
(NWL) an average of± 10 feet with a maximum of 14 feet. (Please refer to Paragraph (b)(7)(D)
for consistency)
Paragraph (b)(7)(B) states bulkheads shall be constructed landward of coastal wetlands in order to
avoid significant impacts to the resources.
Consistent: The location was found to contain no coastal wetlands.
Paragraph (b)(7)(C) states bulkhead backfill material shall be obtained from an upland source
approved by the Division of Coastal Management.
Consistent: The fill will consist of clean soil and sand.
F1 CIE INT D
FEB 1 2.022
Ft""'IF, S t C T I Q N M `D

Brandon Mitchell
January 31, 2022
Page 5 of 8
Paragraph (b)(7)(D) states 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, which will cause the applicant
unreasonable hardship under the other provisions of this Rule.
Consistent: The property does have an identifiable erosion problem.
(ii) the bulkhead alignment extends no further below 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 geological features.
Consistent: The proposed bulkhead alignment extends beyond NWL for the purpose of
aligning with existing adjacent bulkheads.
(iii) the bulkhead alignment will not adversely impact public trust rights or the property of adjacent
riparian owners
Consistent: An objection was raised by an adjacent property owner mostly in regards to the
reported rate of erosion by the applicant. His objection did not directly identify the proposed
bulkhead alignment as an issue and is not anticipated to adversely affect his bulkheaded
property. The public trust rights, while impacted, are not adversely so as the proposed
alignment is t 2' in front of an existing derelict concrete bulkhead and even with adjacent
bulkhead alignments.
(iv) the need for a bulkhead below normal high water or normal water level is documented by the
Division of Coastal Management.
Consistent: The Division of Coastal Management has documented a need for a bulkhead below
normal water level.
(v) the property to be bulkheaded is in a non -oceanfront area.
Consistent: The property is adjacent to a canal which leads to the Albemarle Sound and is in a
non -oceanfront area.
Paragraph (b)(7)(E) states where possible, sloping rip -rap, gabions, or vegetation shall be used
rather than bulkheads.
Consistent: Due to the location being adjacent to a canal with hardened shorelines on either
side and the wave energy from consistent boat traffic, a bulkhead may be the best method of
shoreline stabilization at this location. It is the historic method as seen by the existing derelict
concrete bulkhead.
FEB 1 n22

Brandon Mitchell
January 31, 2022
Page 6 of 8
15A NCAC 07H.0209 Use Standards
Paragraph (d) addresses General Use Standards. Acceptable uses shall be those consistent with the
management objectives in Paragraph (c) of this Rule. These uses shall be limited to those types of
development activities that will not be detrimental to the public trust rights and the biological and
physical functions of the estuarine and ocean system. Every effort shall be made by the permit
applicant to avoid, mitigate or reduce adverse impacts of development to estuarine and coastal
systems through the planning and design of the development project. In every instance, the
particular location, use, and design characteristics shall comply with the general use and specific use
standards for coastal shorelines, and where applicable, the general use and specific use standards for
coastal wetlands, estuarine waters, and public trust areas described in Rule .0208 of this
Section. Development shall be compatible with the following standards:
Paragraph (d)(1) states all development projects, proposals, and designs shall preserve and not
weaken or eliminate natural barriers to erosion including peat marshland, resistant clay shorelines,
and cypress -gum protective fringe areas adjacent to vulnerable shorelines.
Consistent: The proposed development is consistent with the intent of this rule as the
shoreline was previously hardened & does not contain any of the conditions listed.
Paragraph (d)(2) states all development projects, proposals, and designs shall limit the construction
of impervious surfaces and areas not allowing natural drainage to only so much as is necessary to
adequately service the major purpose or use for which the lot is to be developed. Impervious surfaces
shall not exceed 30 percent of the AEC area ofthe lot, unless the applicant can effectively demonstrate,
through innovative design, that the protection provided by
the design would be equal to or exceed the protection by the 30 percent limitation. Redevelopment
of areas exceeding the 30 percent impervious surface limitation maybe permitted if impervious areas
are not increased and the applicant designs the project to comply with the intent of the rule to the
maximum extent feasible.
Consistent: The proposed landward development will be constructed using wooden decking
and clean sand/soil as fill material. The development is therefore considered pervious.
Paragraph (d)(3) states all development projects, proposals, and designs shall comply with the
following mandatory standards of the North Carolina Sedimentation Pollution Control Act of 1973:
(A) All development projects, proposals, and designs shall provide for a buffer zone along the margin
of the estuarine water which is sufficient to confine visible siltation within 25 percent of the buffer
zone nearest the land disturbing development.
Consistent: The. proposed development is consistent with the intent of this rule.
(B) No development project proposal or design shall permit an angle for graded slopes or fill which
rt^m cs'^ n Md
is greater than an angle which can be retained by vegetative cover or other ° con�r,,(, es
or structures.
F E B 1 2022
EA S E C11 0H M,11D

Brandon Mitchell
January 31, 2022
Page 7 of 8
Consistent: The grading and fill proposed is consistent with the intent of this rule.
(C) All development projects, proposals, and designs which involve uncovering more than one acre
of land shall plant a ground cover sufficient to restrain erosion within 30 working days of completion
of the grading; provided that this shall not apply to clearing land for the purpose of forming a
reservoir later to be inundated.
Consistent: The land disturbance proposed by the development is ± 1,357 W or 0.03 acres
which is below one acre of disturbance.
Paragraph (d) (4) states development shall not have a significant adverse impact on estuarine and
ocean resources. Significant adverse impacts include development that would directly or indirectly
impair water quality standards, increase shoreline erosion, alter coastal wetlands or Submerged
Aquatic Vegetation (SAV), deposit spoils waterward of normal water level or normal high water, or
cause degradation of shellfish beds.
Consistent: The proposed development is consistent with the intent of this rule.
Paragraph (d)(5) states development shall not interfere with existing public rights of access to, or
use of, navigable waters or public resources.
Consistent: The development proposed will not interfere with public rights of access and will
enhance accessibility for the property owners and other users of the property.
Paragraph (d)(6) states no public facility shall be permitted if such a facility is likely to require public
expenditures for maintenance and continued use, unless it can be shown that the public purpose
served by the facility outweighs the required public expenditures for construction, maintenance, and
continued use.
Consistent: The proposed development is intended for private use.
Paragraph (d)(7) states development shall not cause irreversible damage to valuable, historic
architectural or archaeological resources as documented by the local historic commission or the
North Carolina Department of Cultural Resources.
Consistent: There are no known archaeological or historical resources on the property.
Paragraph (d)(8) states established common-law and statutory public rights of access to the public
trust lands and waters in estuarine areas shall not be eliminated or restricted. Development shall not
encroach upon public accessways nor shall it limit the intended use of the accessways.
Consistent: The proposed development is consistent with the intent of this rule.
Paragraph (d)(9) states within the AECs for shoreline contiguous to waters classified as ORW by the
EMC, no CAMA permit shall be approved for any project that would be inconsistent with rules
adopted by the CRC, EMC, or MFC for estuarine waters, public trust areas, or c
development activities not covered by specific use standards, no permit shall be issued 101re active y
would, based on site specific information, degrade water quality or outstanding resource values.
F E B 1 2022
PYIF1 SEECOTt'ON MH®

Brandon Mitchell
January 31, 2022
Page 8 of 8
Consistent: The proposed development is not within waters classified as ORW by the EMC, and
is covered by specific use standards.
Paragraph (d) (10) states within the Coastal Shorelines category (estuarine and public trust shoreline
AECs), new development shall be located a distance of 30 feet landward of the normal water level or
normal high-water level, with the exception of the following. Of these exceptions, (A) and (D) pertain
to this project, and those exemptions not listed are not applicable to this project.
Exemption (d)(10)(A) states water -dependent uses as described in Rule 07H.208 (a)(1) of this
Section
Consistent: Please see previous explanation to Rule 07H.208 (a)(1) above.
Exemption (d)(10)(D) states elevated, slatted, wooden boardwalks exclusively for pedestrian use
and six feet in width or less.
Consistent: The proposed pedestrian walkway for pier access and proposed boardwalk along
the proposed bulkhead is 6' in width and constructed of elevated, slatted, wooden decking.
Based on my review of the applicable subsections of the North Carolina Administrative Code, the
permit application and plans, I do recommend a permit be issued to Brandon Mitchell for the
bulkhead alignment, associated fill.below NWL, and the docking facility as proposed.
RG 'Z 1,,,-: , 4T 3 %..' CA..,
F E B 1 2022

From: Thorne. Rooer
To: Bodnar. Greao
Subject: CAMA Major - Brandon Mitchell Bulkhead Replacement, Colington Harbor, Dare County
Date: Tuesday, December 28, 20218:52:19 AM
Gregg
The subject project will not require a State stormwater permit.
Roger
Roger K. Thorpe
Environmental Engineer
Division of Energy, Mineral, and Land Resources
North Carolina Department of Environmental Quality
252-948-3923 office
WFI41111.. t ..
Washington Regional Office
943 Washington Square Mall
Washington, NC 27889
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p.yrrr.l w awrnrrnrw OiWMP�
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.

BIRWOMMM
mwar
December 22,2021
MO!gjAArDU A.,
FROM: Gregg Bodnar,.AssrstOtMajor Permilt.CoOrdihStU,
AdP56 - bwWort vf-Ooastaf. Mariagoment
400 Qomtlieft Me', Morehead Qlty, NO, 26557
Fax[phone] fc-otlifai 6414431
suaxim; CAMAIDtodge 8FIllMe is*
A p
OrdjeciiLobatiow.. 156 9k. dharlft D&O;40101 n In - Dare County
Yleam hd1beth
2v,2Z It you
This agency, has no objoqflpn to thp. prpieOt asprop"Ad
"Addtqrtsl , 'cOMMebto:Maybe, . attached"
—V—/ T roorkt.ori tho Proposal r
, pl.is agency has no (MM project.Thlis agencyrecommended
,-approvesofifie-pr6locton�-ifthp command changes
araiincorporated. See-aO00116d"
'This Agqp.dyh 4 jectato the,piojecf for,reasons descdbed in. ftieja4atked
COMMOnW,
PRIATISI-AM15 C li'-F V�WfA
Aq EOOY p 41lic-, 14(a. k)
v
SIGNATURE Cel.
)l Af-
DATE
C ED
jAN 3 2022
,p cFC-TIO, 64 MHD
,
kvrkhcafbtWaDepafftOfEnvlmnM inWquallty I DlvWOftOf0b"tal&rW8&ftcM
WabitftatVOft1, jol SOU
y ArOW27.9 9
2A26434dt

ROY COOPER
Governor
ELIZABETH S. BISER
Secretary
BRAXTON DAVIS
Olrecta
December 22, 2021
MEMORANDUM:
NORTH CAROLINA
Environmental Quaffty
FROM: Gregg Bodnar, Assistant Major Permits Coordinator
NCDEQ - Division of Coastal Management
400 Commerce Ave., Morehead City, NC 28557
Fax: [phone] (Courier 04-16.33)
greee hodnargitncdene.e�v
SUBJECT: CAMA/Dredge & Fill Review
Applicant: Brandon Mitchell
Project Location: 156 Sir Charles Drive; Colington in Dare County
Proposed Project: Construct a docking facility, boardwalk, walkway and replace a bulkhead
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Grego Bodnar at the address.above by January 12, 2022. If you have any
questions regarding the proposed project, contact Sarah Loeffler (252-264-3901, ext. 232) 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"
x 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 Lee Padrick
AGENCY NC Commerce
[�
SIGNATURE e
z
DATE
1-3-22
EC 4 EN ED
JAN 4 2022
D ��.,- North Carolina Department of Environmental Quality I Division of Coastal Management
�Jd� Elizabeth Oly Office 1401 South Griffin Street. Suite 3001 Elizabeth Clty.Norlh Carollna27909
2m��.uam,� /'� 2522643901

ROY COOPER
Governor
ELIZABETH S. BISER
Secretary
BRAXTON DAVIS
Director
December22, 2021
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] (Courier04.16-33)
gregMbodnarCa ncderingov
SUBJECT: CAMA/Dredge & Fill Review
Applicant: Brandon Mitchell
Project Location: 156 Sir Charles Drive; Colington In Dare County
Proposed Project: Construct a docking facility, boardwalk, walkway and replace a bulkhead
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Green Bodnar at the address above by January 12, 2022. If you have any
questions regarding the proposed project, contact Sarah Loeffler (252-264-3901, ext. 232) 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"
VThis 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 Christa Sanderford
AGENCY NCDMF - Shellfish Sanitation and Recreational Water Quality
SIGNATURE C'ta Saua�uGea� for Shannon Jenkins
DATE 1 /6/2022
J A N 7 2022
PAP SECTION TKO
�EQ
North Carolina Department of Environmental Quality I Division of Coastal Management
Elizabeth City Oftice 1401 South Griffin Street, Suite 3001 Elizabeth City, North Carolina 27909
o<oumu aoWw,� /"� 2SZ2643901

POY-COOPER
GoyfrKor -
ELIZAWtHS-31SEP,
secmhary
BRAxroN DAvis
Dlrecfpr
December 2Z, 2021
MEMORANDUM:'
PROM:
S1.16JECTI,
Applicant
Prole,cfLociall6n:
Proposed Project:
Gregg Bodnar, As4istarit.Major. Perm Its gqordinatcir
Nci5fd - Divisionof Coastal Management4.00:Commqrcs,AVe., Mo-rehead City, NO 28557
Fax- -�S�-2477�330 I.. qcourler 04716;33).
CAMAIDredge &:Fill Reid.ew
Brandon Mitchell
166, Sir Chellig �DriV 70,. 1ZQIIAgfo.n InDare County,
Cdhatfulot a docknialacillty. boardwalk, walkway and replace a bulkhead
Please fhdlcat.dbelow your ajii,ney'spos7itio.tiorvI ewpoint On
REPLY:; This agency, has no obj0dean'to the project as proposed.
"Additional comments may be attached"
This -agency has no conInIqntor, the proppsed project.
Thls'a
gency approves of the project only'If the recommended changes
arp.lincorporated. See attached.
Thislagericy.objects -to the project for reasons de.sofi.bed In the. attached
comments.
X :5�
PRIM! NAME —! 1 11L-1-4-+ -=VAEWT
AGENCY !==�R � M
SIGNATURE 2
DATE L — s-- z„--�
RECLEIVED
JAN 5 2022
VAP SECTION NIHD
North Carallap Departmavo afEnOrprtmental QLtality. 11) . Wait of Coastal Markogement
DEQ Elizabeth Cft trubeth City, North Cat'dino 27909
Orfice I 4,O1SouthGr1MnStmet,Su1te30Q I E(
2522643901

ROY'COOPER
Governor
ELIZABETH S. BISER
Secretary
BRAXTON DAVIS
Director
NORTH CAROLINA
Environmental Quality
tl.�CEIED
MEMORANDUM JAN 5 2022
TO: Gregg Bodnar, Major Permits Processing Coordinator
Division of Coastal Management PAP SECTION MIAD
FROM: Charlan Owe6 16P, NE District Planner
Division of Coa tal Management
SUBJECT: Major Permit Request by Brandon Mitchell to install a 57 foot long vinyl bulkhead
with two (2) 12 foot long return walls, a 5 foot wide by 31 foot long pier, a 5 foot
wide by 7 foot long platform, a 10 foot by 19 foot boat lift, and a 3 foot by 6 foot
personal watercraft (PWC) lift on Frigate Inlet Canal, and construct a 6 foot wide
by 57 foot long shoreside boardwalk and a 6 foot wide by 25 foot long slatted
wooden walkway on highground; at 156 Sir Chandler Drive, in Colington, Dare
County.
DATE: January 5, 2022
Consistency Determination: The request is consistent with/not in conflict with the Dare County
2009 Land Use Plan certified by the CRC on February 24, 2011.
Overview: The. 19 acre vacant and unimproved subject property has approximately 57 linear feet
of shoreline along Frigate Inlet Canal, which connects to the Albemarle Sound. The canal ranges
from 120 feet to 138 feet wide at the subject property. Water depths in the canal are — 3 feet to -
5 feet below Normal Water Level (NWL) between the shoreline and 31 feet waterward of the
shoreline. Site elevation averages approximately 3.1 feet above NWL. The site is vegetated with
lawn grasses, with some trees along the shoreline. An erosion escarpment averaging
approximately 2.5 feet above NWL is located near the shoreline. The property is located primarily
within the AE(4) Floodzone, with some Shaded X to the south and southeast.
Existing shoreline improvements consist of a failed and submerged concrete bulkhead located an
average of 10 feet waterward of NWL. There is no record of CAMA permits being issued for the
property, but since the lot was platted in 1968 it is possible that the failed bulkhead was installed
before creation of the Coastal Area Management Act and any associated permitting requirements.
Installation of a 57 foot long vinyl bulkhead with two (2) 12 foot long return walls, a 5 foot wide by
31 foot long pier, a 5 foot wide by 7 foot long platform, a 10 foot by 19 foot boat lift, and a 3 foot
by 6 foot personal watercraft (PWC) lift on Frigate Inlet Canal, and construction of a 6 foot wide
by 57 foot long shoreside boardwalk and a 6 foot wide by 25 foot long slatted wooden walkway
on highground are proposed. The bulkhead return walls will be located at the east and west
North Carolina Department of Environmental Quality I Division of Coastal Management
Elizabeth City Office 1 401 South Griffin Street, Suite 300 I Elizabeth City, North Carolina 27909
.�s,mfranwn f
252.2643901

North Carolina Department of Environmental Quality
Division of Coastal Management
+ t
MEMORANDUM
Page 2 of 4
property lines. The bulkhead will tie into existing bulkheads on adjacent properties to the east
and west and will be aligned an average of 10 feet and a maximum distance of 14 feet waterward
of NWL. Back fill material for the bulkhead will consist of clean sand brought to the site from an
upland source. The project will result in the creation of three (3) designated mooring slips. The
wooden walkway will connect upland areas on the property to the shoreside boardwalk, with the
boardwalk connecting to the pier and platform.
The Albemarle Sound in this area is classified as SB and Joint Waters and is closed to shellfishing.
No Submerged Aquatic Vegetation (SAV) was reported in the project area. A review of historic
and archaeological resources was not provided.
Anticipated Impacts resulting from this project are expected to include: the shading of 398 sq. ft.
of Public Trust Area/Estuarine Waters Areas of Environmental Concern (AEC); the filling of 467
sq. ft. of Public Trust Area/Estuarine Waters AEC, and; the coverage of 342 sq. ft. of Estuarine
Shoreline AEC and 150 sq. ft. of Highground outside of an AEC.
Basis for Determination:
The Dare County Land Classification Map identifies the subject property as "Community
Residential". As indicated on Page 217, the "Conservation" designation applies to all CAMA
Areas of Environmental Concern (AECs).
As indicated on Page 217 for the "Conservation" designation, "...development should be limited
to residential development and traditional accessory uses permitted in the CAMA AECs such as
but not limited to piers, docks, and crab -shedders."
A glossary of key words is provided on Page 140. Defined terms include:
Advocate: to promote or encourage
Encourage: to favor or foster (also see support
Recognize: to show awareness of an issue or condition
Shall: mandatory, not optional; a more formal term for "will"
Should: preferred or recommended but not mandatory in all cases
Support: to foster; may imply financial support
The following LUP policies may be applicable to this request.
Public Access:
REGIEHINFED
JAN 5 2022
Policy PA#1, Page 142. NIP SECTION aIOND
"Dare County supports the preservation and protection of the public's right to
access and use of the public trust areas and waters."
®� North Carolina Department of Environmental Quality I Division of Coastal Management
Elizabeth City office 1401 South Griffin Street, Suite 3001 Elizabeth City, North Carolina 27909
2S22643901

North Carolina Department of Environmental Quality MEMORANDUM
Division of Coastal Management Page 3 of 4
Land Use Compatibility:
Archaeological/Historic Resources:
Policy LUC #15, Page 159.
"The Dare County Board of Commissioners supports the protection of structures,
lands and artifacts that have been identified by the NC Department of Cultural
Resources, Division of Archives and History, as archaeologically or historically
significant. On a case -by -case basis individual protection/management
strategies should be implemented to ensure archaeological and/or historical
resources are not destroyed."
Natural Hazards:
Policy NH#2, Page 180.
"Estuarine shoreline development should continue to be managed to protect and
preserve the natural resources of the estuarine waters and the estuarine
shoreline. The appropriate tools for this are the existing CAMA permit program
and the Areas of Environmental Concern (AECs) designed under the CAMA
program..."
Implementation Strategy, Page 180.
"1. Rely on existing CAMA AEC regulations to address
development activities along the ocean beaches, estuarine
shoreline, and other public trust areas in unincorporated Dare
County...
2. Rely on the regulations of the Dare County Zoning Ordinance
for development activities along estuarine shoreline areas."
Policy NH#3, Page 180.
"Dare County supports the installation and maintenance of estuarine
bulkheads. Offshore breakwaters, slopes, rip -rap, and voluntary setbacks are
appropriate alternatives for property owners for addressing estuarine
shoreline management in lieu of estuarine bulkheads where these other
techniques may be equally effective in abating a shoreline erosion problem."
DF���
omea.�inwnm�wamu� /`�
RECEIVED
JAN 5 2022
North Carolina Department of Environmental Quality I Division of CoastUR99ECT10N Nq Ma D
Elizabeth City Ofnce 1 401 South Griffin Street, Suite 3001 Elizabeth City, North Carolina27909
2512643901

North Carolina Department of Environmental Quality
Division of Coastal Management
MEMORANDUM
Page 4 of 4
Flood Hazards
Policy NH#5, Page 181.
"Dare County supports, as minimum standards, the administration and F-REECE�VE®
enforcement of all applicable floodplain management regulations and the
National Flood Insurance Program..." jA1N 5 �0�P22
,
Water Quality: FIR SECT n gg!�
..... d 'i— "t a F C..✓�� 8 iWV
Policy WQ#2, Page 188.
"Development projects shall be designed and constructed to minimize
detrimental impacts on surface water quality, groundwater quality, and air quality.
Structures should be designed to fit the natural topographic conditions and
vegetation versus modifications to natural conditions to accommodate
structures."
Stormwater
Policy WQ #4, Page 190.
"Efforts to preserve, protect and improve water quality should be managed at the
local level. Local level management allows for a regulatory approach designed to
specifically address unique local needs and conditions. Existing State stormwater
rules should serve as the basis for local programs with adjustments made to
address local needs, conditions, and community support."
Policy WQ #5, Page 190.
"Efforts to manage stormwater runoff should be based on local conditions and
natural features. Properties immediately adjacent to SA classified waters should
be developed consistent with the dimensional standards and lot coverage
limitations of the Dare County Zoning Ordinance. Vegetative buffers and other
low —impact development methods identified by the LINC Coastal Studies Institute
are appropriate tools to address stormwater runoff adjacent to SA waters."
Fisheries Resources
Policy WQ #11, Page 193.
"Dare County recognizes the importance of our surrounding waters that serve as
habitats for the area's abundant fisheries resources. The continued productivity
of Dare County's fisheries shall be fostered through restoration and protection of
the unique ecosystems upon which they depend..."
D_EQl. North Carolina Department of Environmental Quality I Divislon ofCoastal Management
Elizabeth CltyOfnce 1401 South Griffin Street, Suite 3001 Elizabeth City, North Carolina 27909
.. ®��2.52.2643901

ROY COOPER
Governor
ELIZABETH S. BISER
Secretary
BRAXTON DAVIS
Olrector
December22, 2021
MEMORANDUM:
NORTH CAROLINA
Environmental Quality
C,21,12.28.a2.
FROM: Gregg Bodnar, Assistant Major Permits Coordinator
NCDEQ - Division of Coastal Management
400 Commerce Ave., Morehead City, NC 28557
Fax: [phone] (Courier04-16-33)
gtwgghodnu nrdenrp"v
SUBJECT: CAMA/Dredge & Fill Review
Applicant: Brandon Mitchell
Project Location: 156 Sir Charles Drive; Colington In Dare County
Proposed Project: Construct a docking facility, boardwalk, walkway and replace a bulkhead
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 January 12, 2022. If you have any
questions regarding the proposed project, contact Sarah Loeffler (252-264-3901, ext. 232) when
appropriate, in-depth comments with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
"Additional comments may 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.
PRINTNAME %il _ nc,�r - —L-x�.nrt
AGENCY CA4P—C
SIGNATURE QA
DATE 1—{1 2D2z
JAN 1 2 2022
North Carolina Department or Environmental Quality I Division or Coastal Management
Elizabeth City Office 1 401 South Crifnn Streit, Suite 3001 Elizabeth City, North Carolina 27909
252.2643901

ROY COOPER
Governor
ELIZABETH S. BISER
Secretary
BRAXTON DAVIS
Director
December 22, 2021
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)
gregMbodna r(ra n cden r. gov
SUBJECT: CAMA/Dredge & Fill Review
Applicant: Brandon Mitchell
Project Location: 156 Sir Charles Drive; Colington in Dare County
Proposed Project: Construct a docking facility, boardwalk, walkway and replace a bulkhead
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 January 12, 2022. If you have any
questions regarding the proposed project, contact Sarah Loeffler (252-264-3901, ext. 232) 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"
X 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 James Harrison RE EI"Wp D
AGENCY NCDMF kJ
SIGNATURE �%A.4y(.&k%I"r6wn, JAN 1 2 2022
DATE 12 January 2022 h P ^gip
North Carolina Department of Environmental Quality I Division of Coastal Management
Elizabeth City Office 1401 South Griffin Street, Suite 3001 Elizabeth City, North Carolina 27909
m,�,xcamu,$n
252.264390t

Received: 01 /05/2022
s State Historic Preservation Office
ROY COOPER
Governor
ELIZABETH S, BISER
Secretary
BRAXTON DAVIS
Director
Decernber22,2021
MEMORANDUM:
NORTH CAROLINA
Environmental Quallty
ER 22-0011 Due: 1/13/2022
FROM; Gregg Bodnar, Assistant Major Permits Coordinator
NCDEQ - Division of Coastal Management
400 Commerce Ave., Morehead City, INC 28557
Fax: [phone] (Courier 04-16-33)
gr_ege bodnarCalnodennigov
SUBJECT: CAMA/Dredge & Fill Review
Applicant: Brandon Mitchell
Project Location: 166 Sir Charles Drive; Colington in Dare County
Proposed Project: Construct a docking facility, boardwalk, walkway and replace a bulkhead
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Gremr Bodnar at the address above by January 12, 2022. If you have any
questions regarding the proposed project, contact Sarah Loeffler (252-264-3901, ext. 232) 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"
X 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 Renee GledhiMarley
AGENCY State Historic Preservation Office CFE�V
SIGNATURE
DATE January 19, 2022 JAN 2 0 2022
FOP SECTION M.HD
���� North Carolina Department of Environmental Quality l Division of Coastal Management
Elizabeth City Office 1 401 South Griffin Street, Suite 3001 Elizabeth City, North Carolina 27909
�'����a� � /'� 252,2643901

1i
r 1
ROY COOPER
Governor
ELIZABETH S. BISER r�
Secretary
S. DANIEL SMITH NORTH CAROLINA
Director Environmental Quality
February 9, 2022
Mitchell Brandon
1510 Small Ct
Kill Devil Hills, NC 27948
RECEIVED
F E B q 2022
PAP SECTION MHD
DWR # 2021-1857 V1
Dare County
Subject: APPROVAL OF 401 WATER QUALITY CERTIFICATION WITH ADDITIONAL CONDITIONS
156 Sir Charles Drive; Colington Dare County - Construct a docking facility, boardwalk,
walkway and replaced e)dsting bulkhead.
Dear Mr. Brandon:
You have our approval for the impacts listed below for the purpose described in your application received by
the Division of Water Resources (Division) on December 22, 2021. These impacts are covered by the attached
Water Quality General Certification Number 4175 and the conditions listed below. This certification is
associated with the use of Regional General Permit Number 291 once it is issued to you by the U.S. Army Corps
of Engineers. Please note that you should get any other federal, state or local permits before proceeding with
your project, including those required by (but not limited to) CAMA Major, Sediment and Erosion Control, Non -
Discharge, and Water Supply Watershed regulations.
This approval requires you to follow the conditions listed in the enclosed certification(s) or general permit
and the following additional conditions:
1. The following impacts are hereby approved, provided that all the other specific and general conditions
of the Certification are met No other impacts are approved, including incidental impacts. [15A NCAC
02B .0506(b)(c)]]
Type of Impact
Amount Approved
(units)
Permanent
Amount Approved
(units)
Temporary
Plan location/
Reference
Attached
Open Water - Fill
0-1
0.01(acres)
0 (areas)
Plan Sheets
Open Water - Shade
SO-1
0.009 (acres)
0 (areas)
Plan Sheets
The proposed project must comply with all the conditions of the General Water Quality
Certifications) 4175. [15A NCAC 02B .0507(c)]
DEQ�M North Carolina Department of Environmental Quality I Division of Water Resources
Washington Regional Office 1 943 Washington Square Mall 1 Washington, North Carolina 27889
naanr sra,rvn
252.946,6481

Continuing Compliance
3. During construction of the proposed project, fueling, lubrication and general equipment
maintenance should not take place within 50 feet of a waterbody or wetlands to prevent
contamination by fuel and oils. [15A NCAC 02H .0506 (b)(3) and (c)(3) and 15A NCAC 02B .0200
(3)(01
4. The permittee shall reportto the Washington Regional Office any noncompliance with this
certification, any violation of stream or wetland standards [15A NCAC 02B .0200] including but not
limited to sediment impacts, and any violation of state regulated riparian buffer rules [15A NCAC
02B .0200]. Information shall be provided orally Within 24 hours (or the next business day if a
weekend or holiday) from the time the applicant became aware of the circumstances. A written
submission shall also be provided within 5 business days of the time the applicant becomes aware
of the circumstances. The written submission shall contain a description of the noncompliance, and
its causes; the period of noncompliance, including exact dates and times, if the noncompliance has
not been corrected, the anticipated time compliance is expected to continue; and steps taken or
planned to reduce, eliminate, and prevent reoccurrence of the noncompliance. The Division may
waive the written submission requirement on a case -by -case basis.
S. This approval and their conditions are final and binding unless contested. [G.S.143-215.51
These Certifications 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.com/ 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
alongwith any applicable OAH filing fee is received by the OAH within five (5) business days following the faxed
transmission.
Mailing address for the OAH:
Ifsending via US Postal Service:
Office of Administrative Hearings
6714 Mail Service Center
Raleigh, NC 27699-6714
Ifsending via delivery service (UPS, FedEx,
etc.):
Office of Administrative Hearings
1711 New Hope Church Road
Raleigh, NC 27609-6285
rLE:EIVIEEE
FEE 9 2022
MP SECT11N WID
ef1% CZ North Carolina Department of Environmental Quality I Division of Water Resources
Washington Regional Office 1 943 Washington square Mall I Washington, North Carolina 27889
�o�emmmr,mf=•mu,.n\ /`� 252.946.6481

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 Act Please contact Tina
Martin at 252-948-3844 or tina.martin@ncdenngov 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: Mitchell Brandon (via email: Bran88430gmail.com)
Theodore Sampson (via email:
Gregg [e-mail])
Sarah Loeffler - CAMA
Laserfiche/DWR file copy
R=0 IV'
F E B 9 2022
Mp,'SECTION MID
v,vmrarou D E Q��
xwMw�ieern. ammw.n�
North Carolina Department of Environmental Quality I Division of Water Resources
Washington Regional office 1943 Washington Square Mall I Washington, North Carolina 27889
252.946.6481

a'.
February 2, 2022
Regulatory Division
ORM ID No. SAW 2022-00131
Mr. Jonathan Howell
Division of Coastal Management
North Carolina Department of Environmental Quality
400 Commerce Avenue
Morehead City, North Carolina 28557-3421
Dear Mr. Howell:
r ra�E�VED
F E B 2 2022
MP SECTION PRHM
Reference the application of Brandon M. Mitchell for a Department of the Army permit to
replace an existing bulkhead and construct a new pier, boat lift, and a boardwalk, on property
located at 156 Sir Chandler Drive, in the Colington Harbour Subdivision, adjacent to the
Albemarle Sound, in Colington, Dare County, North Carolina.
The Federal agencies have completed review of the proposal as presented by the
application and your field investigation report.
We recommend that the following conditions be included in the State authorization:
1. All work authorized by this permit must be performed in strict compliance with the
attached plans, which are a part of this permit. Any modification to these plans must be approved
by the US Army Corps of Engineers (USACE) prior to implementation.
2. Except as specified in the plans attached to this permit, no excavation, fill or mechanized
land -clearing activities shall take place at any time in the construction or maintenance of this
project, in such a manner as to impair normal flows and circulation patterns within waters or
wetlands or to reduce the reach of waters or wetlands.
3. Except as authorized by this permit or any USACE approved modification to this
permit, no excavation, fill or mechanized land -clearing activities shall take place at any time in
the construction or maintenance of this project, within waters or wetlands. This permit does not
authorize temporary placement or double handling of excavated or fill material within waters or
wetlands outside the permitted area. This prohibition applies to all borrow and fill activities
connected with this project.
4. All mechanized equipment will be regularly inspected and maintained to prevent

�k
contamination of waters and wetlands from fuels, lubricants, hydraulic fluids, or other toxic
materials. In the event of a spill of petroleum products or any other hazardous waste, the
permittee shall immediately report it to the N.C. Division of Water Quality at [phone],
Ext. 526 or [phone] and provisions of the North Carolina Oil Pollution and Hazardous
Substances Control Act will be followed.
5. The authorized structure and associated activity must not interfere with the public's right
to free navigation on all navigable waters of the United States. No attempt will 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 for reason other than safety.
6. The permittee shall require its contractors and/or agents to comply with the terms and
conditions of this permit in the construction and maintenance of this project, and shall provide
each of its contractors and/or agents associated with the construction or maintenance of this
project with a copy of this permit. A copy of this permit, including all conditions, shall be
available at the project site during construction and maintenance of this project.
.7. The permittee shall employ all sedimentation and erosion control measures necessary to
prevent an increase in sedimentation or turbidity within waters and wetlands outside the permit
area. This shall include, but is not limited to, the immediate installation of silt fencing or similar
appropriate devices around all areas subject to soil disturbance or the movement of earthen fill,
and the immediate stabilization of all disturbed areas. Additionally, the project must remain in
full compliance with all aspects of the Sedimentation Pollution Control Act of 1973 (North
Carolina General Statutes Chapter 113A Article 4).
8. The activity will be conducted in such a manner as to prevent a significant increase in
turbidity outside the area of construction or construction -related discharge. Increases such that
the turbidity in the waterbody is 50 NTU's or less in all rivers not designated as trout waters by
the North Carolina Division of Environmental Management (NCDEM), 25 NTU's or less in all
saltwater classes and in all lakes and reservoirs, and 10 NTU's or less in trout waters, are not
considered significant.
9. Violations of these conditions or violations of Section 404 of the Clean Water Act or
Section 10 of the Rivers and Harbors Act must be reported in writing to the Wilmington District
U.S. Army Corps of Engineers within 24 hours of the permittee's discovery of the violation.
Questions or comments may be addressed to Mr. Raleigh Bland, Washington Field Office,
Regulatory Division, telephone [phone].
Sincerely,
Raleigh Bland, S.P.W.S.
Regulatory Project Manager
F E 8 2 2022
POP SECTION PANT®

Copies Furnished:
N.C. Division of Water Quality, Wetlands Unit
2321 Crabtree Blvd, Parkview Building
Raleigh, North Carolina 27604
Mr. Pete Benjamin
U.S. Fish and Wildlife Service
Fish and Wildlife Enhancement
Post Office Box 33726
Raleigh, North Carolina 27636-3726
Ms. Twyla Cheatwood
National Marine Fisheries Service
Habitat Conservation Service
Pivers Island
Beaufort, North Carolina 28516
Mr. Ronald J. Mikulak, Chief
Wetlands Regulatory Section
Water Management Division
U.S. Environmental Protection Agency
61 Forsyth Street, SW
Atlanta, Georgia 30303
Mr. Ron Renaldi, District Manager
Elizabeth City Regional Office
North Carolina Division of Coastal Management
1367 US 17 South
Elizabeth City, North Carolina 27909
LPE RE�VED
F E B 2 2022
VIT SECTION POND

Bodnar, Gregg
From: Bodnar, Gregg
Sent: Monday, February 21, 2022 10:58 AM
To: [e-mail]
Cc: Loeffler, Sarah W, Renaldi, Ronald; Godfrey, Ella M; Cannon, AmandaJ; Goebel, Christine
A
Subject: Notice of CAMA permit issuance for Brandon Mitchell
Attachments: Kevin Clark (Brandon Mitchell).pdf, 17-22 Brandon Mitchell.pdf
Morning Mr. Clark,
Please see above for the notice of CAMA permit issuance for Mr. Brandon Mitchell.
Regards,
Gregg Bodnar
Assistant Major Permits Coordinator
Division of Coastal Management
Department of Environmental Quality
[phone] (NEW OFFICE NUMBER)
G reee.Bodnar@ ncdenr.eov
Email Correspondence to and from this address is hubject to the
North Carolina Public Records Law and may be disclosed to third parties.

ROY COOPER
Governor
ELIZABETH S. BISER
Secretary
BRAXTON DAVIS
Director
Kevin H Clark
154 Sir Chandler Dr.
Kill Devil Hills, NC 27948
Dear Mr. Clark,
NORTH CAROLINA
Environmental Quality
February 21, 2022
Sent by email to ihunt89(o)aol.com
This letter is intended to notify you of the issuance of a CAMA Major Permit No. 16-22 for
proposed development by Brandon Mitchell, at 156 Sir Chandler Dr., in Colington, Dare County.
The authorized project consists of a bulkhead, docking facility and boardwalk. The proposed
project has been determined to comply with the Rules of the Coastal Resources Commission and
as such, a permit has been issued to authorize the development. I have enclosed a copy of the
permit for reference.
If you wish to contest our decision to issue this permit, you may file a request for a Third -Party
Appeal pursuant to N.C.G.S. I I 3A- 12 1. 1 (b). The Chair of the Coastal Resources Commission
will consider the case and determine whether to grant your request to file a Contested Case
Hearing in the Office of Administrative Hearings. The hearing request must be filed with the
Director, Division of Coastal Management, in writing and must be received within twenty (20)
days of the disputed permit decision. More information about this process as well as the forms
are available on DCM's website, here: bgps://deg.nc.gov/about/divisions/coastal-
management/coastal-mana eg mentpermits/variances-appeals
If you would like to discuss the specifics of the process, please feel free to contact DCM legal
counsel DEQ Asst. General Counsel Christine Goebel by email at Christine.soebelaamcderingov
Sincerely,
Gregg Bodnar
Assistant Major Permits Coordinator
CC: DCM Elizabeth City, via email
DEQ Asst. GC Christine Goebel, via email
North Carolina Department of Environmental Quality I Division of Coastal Management
Morehead City Office 1 400 Commerce Avenue I Moorehead City, North Carolina 28557
252.808.2808

DCM Coordinator: �DO.�(i� Permit #: ` -?-Z-
MAILING DISTRIBUTION SHEET
Permittee: 6rrinciv✓t Vtt16! I , ct ' 5PA l( C`(. �-IDY . .1-�— /Zn6' 6
Agents: &41,1 `t3 CNd4� 7 jje' V
DCM Field Offices
Elizabeth City kr4li' Washington (with revised work plan drawings)
Morehead City Wilmington G�� ewq'�Ij
US ACOE Offices:
Washington: Raleigh Bland (Beaufort, Camden, Chowan, Craven, Hertford, Hyde, Perquimans,
Tyrrell)
Josh Pelletier (Bertie, Currituck, Dare, Gates, Pamlico, Pasquotank, Washington)
Tom Steffans (NC DOT- Beaufort, Carteret, Craven, Pamlico)
Bill Biddlecome (NC DOT -Remainder ECity/Washington District)
Wilmington: Greg Curry (Brunswick, New Hanover)
Liz Hair (Carteret, Onslow, Pender)
Brad Shaver (NCDOT-Brunswick, New Hanover, Onslow, Pender)
Cultural Resources:
Public Water Supply:
Marine Fisheries:
NC DOT:
Shellfish Sanitation:
State Property:
DEMLR/DWR:
jallgICApdhill-Earley at [e-mail]
Heidi Cox (WIRO)
Kim Harding
David Hams
Shannon Jenkins / Sharon Gupton
Tim Walton / Mike Moser
Sheri Montalvo / Shelton Sullivan
Clif Whitfield (WARD)
Jimmy Harrison
Washington: Chris Pullinger-401
Tina Martin - 401
Roger Thorpe-Stormwater
Garcy Ward- (NCDOT-Beaufort, Bertie, Camden, Carteret, Chowan, Craven, Currituck,
Dare, Gates, Hertford, Hyde, Pamlico, Pasquotank, Perquimans, Tyrrell, Washington)
Wilmington: Holley Snider-401 (Pender, Brunswick, New Hanover)
John Perry - 401 (Onslow, Carteret)
Christine Hall - Stormwater
Joanne Steenhuis - 401 (NCDOT-Brunswick, New Hanover, Onslow, Pender)
Wildlife Resources: Maria Dunn (WARD)
Natural Heritage Program Rodney Butler
Au .. -
LPO: klat(Q Cq'dC r&4��
(NCDOT) Travis Wilson

APPLICATION for DEC - 6 HZ1
Major Development Permit
(last revised 12f27106)
North Carolina DIVISION OF COASTAL MANAGEMENT
!. Primary Applicant/ Landowner Information
Business Name
D & B Bulkheads, Inc.
Project Name (if applicable)
Mitchell Bulkhead
Applicant 1: Fist Name
Brandon
MI
M
Last Name
Mitchell
Applicant 2: First Name
Ml
Last Name
If additional applicants please atfach an additional page(s) with names listed.
Mailing Address
1510 Small Ct
PC Box
City
Kill Devil Hills
State
NC
ZIP
27948
Country
USA
Phone No.
704-418-8667 ext.
FAX No.
- -
StreetAddress(if different from above)
City
State
ZIP
Email
Bran8B43§gmatl.com
2. Agent/Contractor information
Business Name
Sampson Contracting, Inc.
Agent/ Contractor 1: First Name
MI
Last Name
Theodore
J
Sampson
Agent/ Contractor 2. First Name
MI
Last Name
Mailing Address
PO Box
City
State
125 Hunters Trail West
Elizabeth City
NC
ZIP
Phone No. t
Phone No. 2
27909
T
252 - 548 - 4292 ext.
- - ext.
FAX No.
Contractor #
866 793 4261
Street Address (if different from above)
CRY
Stale
ZIP
Email
[e-mail]
<Form continues on back> RECEIVED
DCM-MHD CITY

`' 'I V
Form DCMIll (Page 2of4)
APPLICATION for
DEC 2021
Major Development Permit
- 6
3. Project Location
County (can be multiple)
Street -
State Rd. #
Dare
156 Sir Chandler Drive
NIA
Subdivision Name
CRY
State
Zip
Colinglon Harbour
Colington
NC
27948-
Phone No.
Lot No.(s) (if many, attach additional page with list)
704 - 418 - 8667 ext.
68. ,
a. In which NC river beat, is the project located?
b. Name of body of water nearest to proposed project
Pasquolank
Frigate Inlet (Sound Canal)
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?
t If applicable, list the planning jurisdiction or city limit the proposed
®Yes [-]No
work falls within.
Dare County
4. Site Description
a. Total length dshoreline on the tract (fit)
b. Size of entire tract (sq.8.)
57'
8230
c. Size of individual Id(s)
d. Approximate elevation of lrad above NHW (normal high water) or
8230,
NWL (normal water leve0
(If many lot sizes, please attach additional page with a list)
3.1' ❑NHVJ or ®NWL
e. Vegetation on tract
Uprooted trees; minimal grass
f. Man made features and uses now on tract
Old, failed, concrete bulkhead (partially submerged); old crab pots; washed up trash/debris
g. Identity and describe the existing land uses adjacent to the proposed project site.
Residential Single Family Homes in Residential Community
h. Howdoes local government zone the tract?
I. Is the proposed project consistent with the applicable zoning?
Residential
(Attach zoning compliance certificate, if applicable)
®Yea ONO ❑NA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? ❑Yes ®No
k. Has a professional archaeological assessment been done for the tract? It yes, attach a copy. ❑Yes ®No ❑NA
If yes, by whom?
I. Is the proposed project located in a National Registered Historic District or does it involve a ❑Yes ®No ❑NA
National Register listed or eligible property?
<Form continues on next pai
RECEIVED
252.808. 2808 .. 1•388-41FIC,)AST ;; WWW.necoastalmanattement.nal DEC 21
DCM-MHD CITY

Form I MP-1 (Page 3 of 4) �''S - y - - -
`'Ot......i..'1-....� V ". ...
DEC - 6 2021
APPLICATION for
Major Development Permit
m.(1) Are there wetlands on the eke? []Yes ®No
(if) Are there coastal wetlands on the site? roc".... F.t,-A []Yes ®No
(III) If yes to either (I) or(if)above, has a delineation beenconducted? ❑Yes []No
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
None at present; on -lot septic system in future
o. Describe existing drinking water supply source.
None at present; county water in future
p. Describe existing storm water management or treatment systems.
N/A
8. Activities and Impacts
a. Will the project be for commercial, public, or private use?
[]Commercial ❑PublidGovernment
®Private/Communky
b. Give a bief description of purpose, use, and daily operations of the project when complete.
Residential; protect property from ongoing erosion; provide access to and use of adjacent navigable water body
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.
Bulkhead, dock, and boatlifts: wash -in piles & bulkhead sheetpiles; backfill bulkhead; erect dock & boatlift.
Equipment: Excavator -- kept on site
Of. List all development activities you propose.
Bulkhead, Dock/Platform, Boatlifts, Boardwalks in 30-ft Buffer
e. Arethe proposed activities maintenance of an existing project, new work, or both?
Bulkhead new work replaces failed
bulkhead; other work is all new.
f. What is the approximate total disturbed land area resulting from the proposed project?
1083 ®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.
NIA
t. Will wastewater or stonnwater be discharged into a wetland?
❑Yes ®No ❑NA
If yes, volt the discharged water be of the same salinity as the receiving water?
❑Yes []No ❑NA
j, is there any mitigation proposed?
[]Yes ®No ❑NA
If yes, attach a mitigation proposal.
<Form continues on back>
RECEIVED
21
252-808-2808 c: 1.888-4RC OAST :: w w w. n c c o a a l a l m a n a g a m a is t.n et
DCM-MHD CITY

Form DCM MP-1 (Page 4 of 4)
APPLICATION for
Major Development Permit
8. Additionallnformation
In addition to this completed application form, (MP-1) the Wowing items below, N 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. A project narrative.
b. An accurate, dated work plat (Including plan view and cross -sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between vrork completed and proposed.
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the age.
d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties.
e. The appropriate application fee. Check or money order made payable to DENR.
f. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return recelpts as proof that such
owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in
which to submit comments on the proposed project to the Division of Coastal Management.
Name Kevin Clark Phone No. 252-202-2888
Address 154 Sir Chandler Dr., Kill Devil Hills, NC 27948
Name David Morgan Phone No. 804396-5835
Address 202 Sir Chandler Dr., Kill Devil Hills, NC 27948
Name Phone No.
Address
g. A list of previous state or federal permits Issued for work on the project tract. Include permit numbers, permittee, and Issuing dates.
N/A
In Signed consultant or agent authorization form, 8 applicable.
I. Wetland delineation, If necessary.
j. A signed AEC hazard notice for projects In oceanfront and Inlet areas. (Must be signed by property owner)
k. Astatement 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.
I understand that any permit issued in response to this application will allow only the development described in the application.
The project will be subject to the conditions and restrictions contained in the permit.
I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to
enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up
monitoring of the project.
I further certify that the information provided in this application is truthful to the best of my knowledge.
Date 15 November 2021 Print Name Theodore J. Sampson (Agent)
Revised 12/0312021
Signature
Please indicate application attachments pertaining to your proposed project.
®DCM MP-2 Excavation and Fill Information ❑DCM MP-5 Bridges and Culverts
®DCM MP-3 Upland Development RECEIVEC-
2DCM MP-4 Structures Information DEC ' 6 tuZl
DEC 22 2021
252.805•2a08 ., SStts-4k4ilR :T ,. www.nccaa staim anagement.nat

Form DCM MP-2
EXCAVATION and FILL
NOV 1 9 2021
(Except for bridges and culverts)
DOM-Er
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
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
(excluding
(NLW or
Breakwater
shoreline
NWL)
stabilization
Length
Width
Avg. Existing
Depth
-- -
. - —
N A
NA
FinaProject
—
Depth
Dept
NA
NA
1. EXCAVATION
a. Amount of material to be excavated from below NHW or NWL In
cubic yards.
c. (i) Does the area to be excavated Include coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB
❑WL ❑None
(it) Describe the purpose of the excavation in these areas:
2. DISPOSAL OF EXCAVATED MATERIAL
a. Location of disposal area.
c. (i) Do you claim fine to disposal area?
❑Yes ❑No ❑NA
Ili) If no, attach a letter granting permission from the owner
®This section not appiioab/e
to be excavated.
d. High -ground excavation in cubic yards.
d.
e. (i) Does the disposal area include any coastal wetlands/marsh f.
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB
❑WL ❑None
fill Describe the purpose of disposal In these areas:
®This section not applicable
Dimensions of disposal area.
(i) Will a disposal area be available for future maintenance?
❑Yes []No []NA
(it) If yes, where?
(i) Does the disposal include any area in the water?
[]Yes ❑No ❑NA
(ii) If yes, how much water area is affected?
RECEIVED
DEC 22 2021
DCM-MHD CITY
252-I;Utt-260U ::I-liAa-ANGUAST :; www.nt:cepptalnl+nagemunt•r+fiSS revised: 12126i06

3. SHORELINE STABILIZATION ❑This section not applicable
(If development is a wood groin, use MP-4 — Structures)
a. Type of shoreline stabilization: b. Length: 57'. with 2 - 12' retum walls
2SIBUlkhead ❑Riprap ❑Breakwater/Sill ❑Olher: Wdac Z
c. Average distance waterward of NHW or NWL: 10' d. Maximum distance waterward of NHW or NW L: 14'
e. Type of stabilization material: f. (i) Has there been shoreline erosion during preceding 12
Pilings; Vinyl Sheetpile months?
®Yes ❑No ❑NA
(ill If yes, state amount of erosion and source of erosion amount
information
Latest Google Earth imagery (4118) shows no erosion; the 1-14'
erosion occurred as the bulkhead failure worsened, perhaps all
in the last 12 mos. from wakes as the old bulkhead submerged.
g. Number of square feet of fill to be placed below water level, h. Type of fill material.
Bulkhead backfiil -460 Riprap 0 Clean fill soil/sand
Breakwater/Sill 0_ Other
i. Source of fill material.
F&H Land Development; Cunituck, NC
4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization)
a. (I) Wig fill material be brought to the site? Dyes ❑No
If yes,
III) Amount of material to be placed In the water
(III) Dimensions of fill area
(iv) Purpose of fill
5. GENERAL
a. How will excavated or fill material be kept on site and erosion
controlled?
Bulkhead will be built & sealed before fill brought in.
c. (1) Will navigational aids be required as a result of the project?
❑Yes ❑No ®NA
(i) It yes, explain w1hat type and how they will be implemented.
®This section not applicable
b. (i) Will fill material be placed in coastal wetlands/marsh (CM,
submerged aquatic vegetation (SAV), shell bottom (SB), or
other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV _ ❑SB
OWL []None
(ii) Describe the purpose of the fill in these areas:
b. What type of construction equipment will be used (e.g., dragline,
backhoe, or hydraulic dredge)?
mini -excavator
d. (i) Will wetlands be crossed in transporting equipment to project
site? ❑Yes []No ®NA
(li) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
6 October 2021 Brandon Mitchell
Date
Mitchell Bulkhead
Project Name
Applicant Name
Applicant Signature (Thaodor9 s9npsFo IVED
nFr

Form DCM MP-3 DEC - 6 2021
UPLAND DEVELOPMENT (���
(Construction and/or land disturbing activities) D `�' v r E
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
GENERAL UPLAND DEVELOPMENT
a. Type and number of buildings, facilities, units or structures b. Number of lots or parcels.
Proposed.
2 intersecting sections of boardwalk
c. Density (give the number of residential units and the units per
acre).
1
e. If the proposed project will disturb more than one acre of land, the
Division of Land Resources must receive an erosion and
sedimentation control plan at least 30 days before land -disturbing
activity begins.
(i) If applicable, has a sedimentation and erosion control plan been
submitted to the Division of Land Resources?
❑Yes ❑No ®NA
(it) If yes, list the date submitted:
g. Give the percentage of the tract within the coastal shoreline AEC to
be covered by impervious and/or built -upon surfaces, such as
pavement, building, rooftops, or to be used for vehicular driveways
or parking.
0% at present
I. Give the percentage of the entire tract to be covered by impervious
and/or built -upon surfaces, such as pavement, building, rooftops,
or to be used for vehicular driveways or parking.
0% at present
j. Describe proposed method of sewage disposal.
Septic System
L Describe location and type of proposed discharges to waters of the
state leg, surface runoff, sanitary wastewater, industrial/
commercial effluent, 'wash down' and residential discharges).
None
d. Size of area to be graded, filled, or disturbed including roads,
ditches, etc.
-1083 sq it
f. List the materials (such as marl, paver stone, asphalt, or concrete)
to be used for impervious surfaces.
no proposed impervious surfaces at present
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
(it) If yes, list the date submitted:
k. Have the facilities described in Item (i) received state or local
approval?
❑Yes []No z❑NA
If yes, attach appropriate documentation. (Previously submitted)
m. Does the proposed project include an innovative stormwater
design?
❑Yes ❑No ®NA
If yes, attach appropriate documentation.
(-CEIVED
DEC 2 2 2021
DCM-MHD CITY
252.800-28082:: 1.686-ARCOAST :: www.: -. revised: 12126106

Form OCM MN-3 (upland OPVelopnieait, ts'sga 2 of .2)
m. Describe proposed drinking water supply source (e.g., well,
community, public system, etc.)
County Water
o. When was the lot(s) platted and recorded?
Pre - 1998
15 November2021 - Revised 12/1312021
Date
Mitchell Bulkhead
Project Name
Brandon Mitchell
Applicant Name
Applicant Signature (Theodore Sampson - Agent)
n. (I) Will water be Impounded? ❑Yes ®No []NA
(ii) If yes, how many acres?
p. If proposed development is a subdivision, will additional utilities be
installed for this upland development?
❑Yes ❑No ®NA
RECEIVED
DEC 22 2021
DCM-MHD CITY
262.303-28Ud a 1-ga6ARCOb1S'f'tiiie:m ni.unt
revised: 12%26106

Form DCM MP-4
STRUCTURES
DEC - 6 2021
(Construction within Public Trust Areas) r „ ,`
DGM- I
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
1. DOCKING FACILITY/MARINA CHARACTERISTICS
a. (I) Is the docking facilitylmarma:
[]Commercial ❑Public/Government ®Private/Community
c. (1) Dock(s) and/or piers)
(ii) Number
1
(iii) Length
31�- t
IN) Width
5_ft
(v) Floating
❑Yes ONO
e. (I) Are Platforms included? ®Yes []No
If yes:
(h) Number ]-
(iii) Length 5_ft
IN) Width 7_ft
(v) Floating []Yes ONO
Note: Roofed areas are calculated from dripline dimensions.
g. (i) Number of slips proposed
3
(it) Number ofslips existing
0
I. Check the proposed type of siting:
❑ Land cut and access channel
❑Open water; dredging for basin and/or channel
®Open water; no dredging required
❑Other; please describe:
k. Typical boat length: 10' - 30'
m. (I) Will the facility have fie pilings?
❑Yes ONO
(if) If yes number of be pilings?
❑This section not applicable
to. (i) Will the facility be open to the general public?
[]Yes ®No
d. (i) Are Finger Piers included? []Yes ®No
If yes:
(ii) Number
(III) Length
(iv) Width _
(v) Floating []Yes []No
f. (i) Are Boallifta included? ®Yes []No
If yes:
III) Number 2
(III) Length #1' 18.5-ft: #2: 6-11
(Iv) Width #1: 10.3-ft: #2: 3-fl
h. Check all the types of services to be provided.
❑ Full service, including travel lift and/or rail, repair or
maintenance service
❑ Dockage, fuel, and marine supplies
® Dockage ('Wet slips') only, number of slips: 3
❑ Dry storage; number of boats:
❑ Boat temple); number of boat ramps:
❑ Other, please describe:
j. Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types).
ie
I. (i) Will the facility be open to the general public?
❑Yes MIND DECEIVED
DEC 22 2021
DCM-MHD CITY
252-805 $80tl :: t-Dea-dNCOAST :: vvvvvv.nr.GoaeddOn ) ,taIr1unt.rret revised: 12/27/06

Faryrt 0CM MP-4 (Structures, Page 2 of 4)
2. DOCKING FACILITY/MARINA OPERATIONS 0E C, 6 Zozb This season not epplkahle
a. Check each of the following sanitary facilities that will be included In the proposed project.
❑ Office Toilets i/, �, `r!��Jlr
❑ Toilets for patrons; Number: _; Location: "' v M—
❑ Showers
❑ Scaffolding tank pumpout, Give type and location:
b. Describe treatment type and disposal location for all sanitary wastewater.
N/A
c. Describe the disposal of solid waste, fish offal and trash.
With household trash by County pick-up
d. How will overboard discharge of sewage from boats be controlled?
None allowed
e. (i) Give the location and number of "No Sewage Discharge" signs proposed.
None
(ii) Give the location and number of'Pumpout Available" signs proposed.
None
f. Describe the special design, if applicable, for containing Industrial type pollutants, such as paint, sandblasting waste and petroleum products.
NIA
g. Where willresidue from vessel maintenance be disposed of?
N/A - vessels to be maintained on land away from dockage
h. Give the number of channel markers and 'No Wake" signs proposed. 0
I. Give the location of fuel -handling facilities, and describe the safety measures planned to protect area water quality.
N/A
j. What will be the marina policy on overnight and live -aboard dockage?
N/A -- not a marina
k. Desalbe design measures that promote boat basin gushing?
N/A
1. It this project Is an expansion of an existing marina, what types of services are currently provided? RECEIVED
N/A
DEC 22 2021
m. Is the madna/docking facility proposed within a primary or secondary nursery area?
❑Yes ®No DCM-MHD CITY
252-808.2ae8 :; t-888-1Nt:33si�7' ::'n4±nn_nccoastpinuaT�agM:n_s._n2.nei revised: 12127109

Form DCM MP-4 (Structures, Paile 3 of 4)
n. Is the manna/docking facility proposed within or adjacent to any shellfish harvesting area?
❑Yes NNo
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 NNone
p. Is the proposed marina/docking facility located within or within close proximity to any shellfish leases? ❑Yes NNo
If yes, give the name and address of the leaseholder(s), and give the proximity to the lease.
3. BOATHOUSE (including covered lilts) ®This section not applicable
e. (I) Is the boathouse structure(s):
[]Commercial ❑PubliclGovernment ❑Private/Community
(if) Number
(ill) Length _
(Iv) Width
Note: Roofed areas are calculated from dripline dimensions.
4. GROIN (e.g., wood, sheetpile, etc. if a rock groin, use MP-2, Excavation and Fill.) NThis section not applicable
a. (I) Number
(il) Length
(ill) Width
5. BREAKWATER (e.g., wood, sheetpile, etc.) NThis section not applicable
ra. r_mtgm
e. Maximum distance beyond NHW, NWL or wetlands
D. Average distance hom NHW, NWL, or wetlands
6. MOORING PILINGS and BUOYS NThis section not applicable
a. is the structure(s).
❑Commercial ❑PubliclGovernment ❑Private/Community,
c. Distance to be placed beyond shoreline
Note.' This should be measured from marsh edge, if present.
e. Arc of the swing
OLC - o d:1)
L C CCM-
b. Number
d. Description of buoy (color, inscription, size, anchor, etc.)
RECEIVED
DEC 2 2 202f
DCM-MHD CITY
252-8011raot.:: /-nessata: rrn:.r :: vaww.nroountalrnanattement•not revised: 12127/06

Fc)ttn DCM MP-4 (Structures., Page 4 of 4)
7. GENERAL
a. Proximity of structure(s) to adjacent riparian property lines b. Proximity of structure(s) to adjacent docking facilities.
15' to eastern property line; 27' to western property line 40' to dock to west; 87' to dock to east
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body
138' at West Property Line 120' at East Property Line
e. (1) Will navigational aids be required as a result of the project?
OYes ®No ❑NA
(11) If yes, explain what type and how they will be Implemented.
d. Water depth at watenvard end of structure at NLW or NWL
_5' (NWL)
8. OTHER ®This section not applicable
a. (five complete clescnpton:
6 October 2021 — Revised 12/03/2021
Date
Mitchell Bulkhead
Project Name
Brandon M. Mitchell
Applicant Name
Applicant Signature (Theodore Sampson - Agent)
i
_ t:-J
RECEIVED
DEC 22 2021
DCM-MHD CITY
252-d Ud•2aU3 :: 1.3a8 4ticOAs1• :: wvmr,nccea»talmatjshpment nut revised: 121 TOT

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME: Brandon Mitchell
2. LOCATION OF PROJECT SITE: 156 Sir Chandler Drive, Lot 68, Section B within the
Colington Harbour subdivision, Colington, Dare County, adjacent to a canal known as
Frigate Inlet which leads to the Albemarle Sound.
Latitude: 36.012005°N
Longitude:-75.717849°W
INVESTIGATION TYPE: CAMA/Dredge & Fill
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit — 8/26/2021
Was Applicant Present — No
5. PROCESSING PROCEDURE: Application Received Complete — 12/9/2021
Office — Elizabeth City
6. SITE DESCRIPTION:
(A) Local Land Use Plan — Dare County
Land Classification From LUP — Residential
RECEIVED
DEC 2 2 2021
DCM-MHD CITY
(B) AEC(s) Involved: Public Trust Area (PTA), Estuarine Waters (EW), & Estuarine
Shoreline (ES).
(C) Water Dependent: Yes
(D) Intended Use: Private Residential
(E) Wastewater Treatment: Existing — None
Planned — N/A
(F) Type of Structures: Existing — Portions of an old concrete bulkhead
Planned — Bulkhead, pier, lower platform, boat lift,
PWC lift, boardwalk, and walkway.
(G) Estimated Annual Rate of Erosion: t 5 feet
Source - Applicant
7. HABITAT DESCRIPTION:
Shaded
Filled
Other
35 ft2 (platform)
A) Shallow Bottom PTA & EW AEG's
155 ft2 (pier)
190 ft2 (boat lift)
t 467 ft2 (bulkhead)
18 ft2 (PWC lift
B) Estuarine Shoreline (ES) AEC's
342 ft2 (boardwalk)
C) High Ground Areas & Non -AEC
150 ft2 (walkway)
(D)
(E)
(F)
Total Area Disturbed: t 1,357 ft2 (t0.03 acres)
Primary Nursery Area: No
Water Classification: SB Open to Shellfish Taking: No

RECEIVED
Brandon Mitchell
Field Investigation Report
Page 2
DEC 22 2021
DCM-MHD CITY
8. PROJECT SUMMARY: The applicant proposes the construction of a replacement
bulkhead along a hardened shoreline (existing derelict bulkhead) that will tie into existing
bulkheads on adjacent properties. The construction of a pier, lower platform, boat lift, PWC
lift, boardwalk, and walkway is also proposed in the center of the lot for water access use.
Project Setting
The proposed development is located at 156 Sir Chandler Drive (Lot 68) within Section B
of the Colington Harbour subdivision. The property is located in Colington, Dare County,
adjacent to a canal known as Frigate Inlet which connects to the Albemarle Sound.
The property is platted at ± 8,230 ftz (± 0.19 acres) and contains ± 57' of shoreline.
Elevation averages ± 3.1' above Normal Water Level (NWL) in the high ground areas. At this
time, the lot is vacant and undeveloped containing no man-made features. The property is
primarily vegetated with domestic lawn grasses and cacti species, but also contains a small
wooded area adjacent to the shoreline with semi -evergreen trees, Smilax species, and wax
myrtle. The shoreline of the property was previously hardened and contains an existing, failed,
concrete bulkhead that extends an average of 10' waterward of NWL and is currently under the
water's surface. An erosion escarpment exists landward of the existing concrete bulkhead and
averages ±2.5' above NWL. The landward side of the erosion escarpment is mostly woody
species while the waterward side is unvegetated sand and remnant tree root systems.
The applicant purchased the property in June 2021. No permit history was known or
submitted, and a search of CAMA records also found no permits issued. According to Dare
County records, Lot #68 was platted with a date of June 1968 which is prior to the creation of the
Coastal Areas Management Act (CAMA). Therefore, the existing concrete bulkhead may have
been constructed prior to any permitting requirements. The property has not been evaluated for
archeological significance
The property is adjacent to canal waters connected to the Albemarle Sound. The waters
of the Albemarle Sound are joint waters, classified as SB, and are closed to shellfish taking. The
canal width at this location ranges from ±138' at the western property line to ±120' at the eastern
property line. The bottom substrate is hard bottom sand topped with a layer of soft mud. No
wetlands were found to exist along the shoreline and the location is not classified as a Primary or
Secondary Nursery Area by the INC Division of Marine Fisheries (NCDMF). No SAV was reported
to be growing within the project area, and the area is not designated by NCDMF as SAV habitat.
The shorelines of the adjacent properties are similarly hardened with bulkheads. Adjacent
properties along the canal are developed with man-made structures including single family
dwellings, piers, platforms, and docking facilities of various sizes.
Development Proposal/Project Description
The applicant is proposing the construction of a vinyl bulkhead for the purpose of
shoreline stabilization. The proposed alignment will tie into an existing bulkhead on an adjacent
property to the east (owned by Kevin Clark) and will extend ± 57' in a westerly direction to
connect with an existing bulkhead on an adjacent property owned by David & Anne Morgan. The
proposed alignment will average 10' waterward of NWL with a maximum distance of ± 14'
waterward. Back fill material will consist of clean sand brought to the site from an upland source.

Brandon Mitchell
Field Investigation Report
Page 3
In addition to the proposed bulkhead, the applicant is proposing the construction of a
31'x5' pier with a 5'x7' lower platform, 19'x10' boat lift, and 6'xT PWC lift located on the eastern
side of the pier. The lower platform and PWC lift will also be located adjacent to the proposed
bulkhead alignment. Three designated mooring slips (a boat lift, a PWC lift, and an area to the
west of the proposed pier) are being proposed as part of the docking facility. Water depths within
the proposed development location ranges from ± S to ± 5' below NWL. The proposed pier and
platforms are similar to others in the area, meet the Y<width rule, and do not encroach within the
15' riparian access setback. The proposed pier and platforms are located ± 40' to the east and
±87' to the west of adjacent docking structures.
Associated high ground development proposed is the construction of a 57'x6' slatted
wooded boardwalk along the length of the proposed bulkhead and a 25'x6' slatted wooden
walkway centrally located and perpendicular to the shoreline to provide access to the uplands of
the lot. The majority of the wooden decking is within the 30' Coastal Shoreline AEC Buffer for a
total of 492 ft2.
Anticipated Impacts
The construction of the bulkhead along the proposed alignment will result in the filling of
± 467 ft2 of Estuarine Waters and Public Trust Area AEC's.
Bulkhead installation, back fill, associated grading, and the construction of the proposed
boardwalk and walkway will result in ± 959 ft2 (0.02 acres) of land disturbance within the
Estuarine Shoreline AEC and existing property lines.
The construction of the walkway and boardwalk will place 492 ft2 of slatted wooden
decking within the 30' Coastal Shoreline AEC Buffer.
The construction of the proposed pier & platform will shade 190 ft2 of Estuarine Waters
and Public Trust Area AEC's.
The installation of the proposed boat lift, PWC lift, and requested mooring area will
increase the number of designated slips from zero to three slips. EIVED
DEC 22 2021
Submitted by: Sarah Loeffler DCM-MHD C
Date. December 21, 2021

SAMPSON CONTRACTING, INC.
Marine Construction And Environmental Consulting Services
125 Hunters Trail West, Elizabeth City, North Carolina, 27909 USA Ir
Tel: [phone] — Fax: [phone]
[e-mail] www.sampsoncontracting.com
PROJECT NARRATIVE
IN SUPPORT OF REQUEST FOR MAJOR PERMIT
REVISED - 12/03/2021
APPLICANT: Brandon Mitchell
PROJECT: Mitchell Bulkhead
LOCATION: Dare County, North Carolina, Lot 68, 156 Sir Chandler Drive, Colington
Harbour, Section B subdivision, in Kill Devil Hills
NARRATIVE: This project seeks to provide access to and use of the water adjoining this
private residential property, and protect the eroding shoreline. It proposes a
new bulkhead to replace a failed, existing concrete bulkhead along the 57-ft
shoreline of this Lot along the Frigate Inlet Canal; a 190 sq. ft. docking
structure, including a 5-ft wide, by 31-11 long pier, with a 7-ft wide, by 5-11
long step-down platform adjacent to the bulkhead, accommodating three (3)
mooring slips, two (2) of which will be equipped with boatlifts (3-1`1 x 6-ft, and
9-11 x 18.5-ft); and two (2) raised, wooden, slatted boardwalks within the
Coastal Shoreline Buffer — one along the shoreline, and the other
perpendicular to the shoreline to provide access to the uplands of the Lot,
totaling 492 sq. ft.
The construction site will be accessed through the property and work will be
done from the back yard. The residential lot is approximately 8,230 sq. ft. in
size, and the work zone is approximately 1,083 sq. ft.
The new bulkhead will be constructed with 8" round, M.G. pilings with 8-
ft embedment, 12-ft vinyl sheet pilings, 6" x 6" M.G. whalers, and anchored
by 8" x 8" deadmen with tie rods spanning approximately 1041, extending
from the bulkhead into the uplands. The dock and boardwalks will be
constructed in accordance with drawing details and town building codes.
Future construction of a residential dwelling will be pursued through a
separate Permit process.
RECEIVED Fd:......,._i v .....1
D I C 6 2DP1
DEC 22 2021
DCM-MHD CITY "`'

RECEIVED
DEC 22 2021
DCM-MHD CITY l'JiaFF PI`a1 Os - a12�� ZDZI 5w�`

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AGENT AUTHORIZATION FOR CAMA PERMIT APPLICATION
Name of Property Owner Requesting Permit: &(lhl-06A m1 wuI
Mailing Address: 15 l0 S(V\CLA k C OUX-1-
XAD-4--c_3.29q$
Phone Number: -7Dy LA 1 $ S V (P
Email Address: �Mwn 1 •cpm
1 certify that I have authorized- htodo(tAanV&nQx'J SaA4 %1ft Cat Ald
Agent / Contractor
to act on my behalf, for the purpose of applying for and obtaining all CAMA permits
necessary for the following proposed development: egwmm" .�i�[�CGUI ►
bQcKR 11, 6 oCk , O^ii lot)41' V+
at my property located at 1
in I(L(CCounty.
of Iqf- r Col
I furthermore certify that l am authorized to grant, and do in fact grant permission to
Division of Coastal Management staff, the Local Permit Officer and their agents to enter
on the aforementioned lands in connection with evaluating information related to this
permit application.
NL
INC.
Property Owner Information:
L
Signature i _ v to g t, E D
�Y Gtx�! on t�t.14-�.UI i V
Print or Type Name NOV 19 2021
dwnt,(' rue DCM-EC
9 r_Z I
Date
This Certification is valid through
RECEIVED
DEC 22 2021
DCM-MHD CITY

Agency Form For Permit Applications
I, Brandon Mitchel,
(property owner)
the owner(s) of the property located:
Adiacent to Frigate Inlet (Sound Canal) -..off of
The Albemarle Sound, Lot 68, Sec: B. Colington Harbor,
156 Sir Chandler Drive, Kill Devil Hills Dare Counter North Carolina,
(properly location/address)
do hereby authorize: SAMPSON CONTRACTING, INC., and its agents (Theodore
Sampson, or others) to act as our agent for the purpose of obtaining any environmental
Permits, including, but not limited to NC Coastal Area Management Act permits, NC
Dredge and Fill Act permits, NC DEQ permits, US Army Corps of Engineers permits,
and/or any local, or county building and environmental permits, that may be associated
with the development at the above -indicated property, which entails:
replacement of a bulkhead, & associated backfill; construction of a dock & boatlift.
(describe the proposed development for which permits are being sought)
This agency authorization is limited to the specific activities described above, and will
expire on:
9 September 2022, unless withdrawn in writing prior to that time.
(dare on which agency authorization expires)
(signature)
(Agent Information:)
Sampson Contracting, Inc.
125 Hunters Trail West
Elizabeth City, NC 27909
Tel.: [phone]
tedsr Cd)sampsoncontracting.com
(Property Owner Information:)
9 September 2021
(date)
Brandon Mitchell 1510 Small Court
(printed name of owner) (Mailing Address)
Nov 19 UZI
DMEC
Kill Devil Hills, NC 27948
(City, State, Zip Code)
RECEIVED
DEC 2 2 2021
DCM-MHD CITY
704-418-8667

SAMPSON CONTRACTING, INC.
Marine Construction And Environmental Consulting Services
125 Hunters Trail West, Elizabeth City, North Carolina, 2790-.».. 9 USA
Tel: [phone] Fax: [phone]
[e-mail] www.sampsoncontracting.com
CERTIFIED MAIL— RETURN RECEIPT REQUESTED
David M. & Anne T. Morgan
202 Sir Chandler Dr.
Kill Devil Hills, NC 27948
Dear Mr. & Ms. Morgan:
November 15, 2021
NOV 1 9 2021
DCM.-EC
Re: Brandon Mitchell's waterfront development, 156 Sir
Chandler Drive, Colington Harbour subdivision, Kill Devil
Hills, Dare County, North Carolina
Our company has been retained by Brandon Mitchell, owner of Lot 68, Colington Harbour
Subdivision, Section B (PARCEL: 018992000; PIN: 987305095245) in Kill Devil Hills, Dare
County, located at 156 Sir Chandler Drive, which is adjacent to your property at 202 Sir
Chandler Drive. Mr. Mitchell seeks to undertake development on his property, which abuts
Frigate Inlet Canal, which requires a Permit from the State. Mr. Mitchell has asked us to make
application for the needed permits for the proposed development on his property.
The proposed development can be summarized as follows:
• Provide shoreline erosion protection along the property fronting on Frigate Inlet Canal by
construction of a replacement bulkhead structure along his shoreline;
• Provide a water access pier (with a step-down platform) to accommodate three (3)
mooring slips, two of which would be equipped with boatlifts; and
• Provide two raised, wooden, slatted boardwalks within the 30-ft Coastal Shoreline Buffer
— one along the shoreline, and one perpendicular to the shoreline to access the uplands of
the Lot.
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 State in reaching a final decision on the application.
Mr. Mitchell is seeking this Permit to preserve the existing shoreline of this property along the
Frigate Inlet Canal, and to facilitate use of, and access to and from the waterfront of this
property. If you have comments, you can provide those to:
NC Division of Coastal Management RECEIVED
401 South Griffin Street, Suite 300
Elizabeth City, NC 27909
DEC 22 2021
DCM-MHD CITY

If you do have comments, or any other questions, we request that you contact us, before sending
your comments to the State so that we may have the opportunity to further clarify the project
and/or alleviate any of your concerns.
Thank you for your kind attention to this matter. Please feel free to contact me if you have any
questions.
Sincerely,
Ted Sampson
Environmental Consultant
Encl: (I)NC Division of Coastal Management Application for Major Development, MP-1, MP-2,
MP-3, and MP-4
(2) SAMPSON CONTRACTING Drawings No. 04-083021-001, Sheet 1, titled Site
Overview, Sheet 2, titled Site Overview Development Area, Sheet 3, titled Bulkhead
Elevation, Sheet 4, titled Bulkhead Section, Sheet 5, titled Sketch of Existing (Typical
Shoreline Cross -Section), Sheet 6, titled Sketch of Proposed (Typical Shoreline Cross -
Section), Sheet 7, titled Pier and Platform Details, and Sheet 8, titled Boardwalk
Details
RECEIVED
DEC 22 2021
DCM-MHD CITY

■ Completo Corns 1, 2, and 3.
■ Print your name and address on the reverse x
so that we can return the card to you. _
at Attach this cad to the back of Cho mallplece, B.
or on the front 9 space permits.
i. aGw Addressed w,
David M. & Anne T. Morgan
202 Sir Chandler Dr.
Kill Devil Hips, NC 27948
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Postal Service
SAMPSON CONTRACTING, INC.
125 HUNTERS TRAIL WEST-��,�:�
ELIZABETH CITY, NC 27909
NOV 19 2021
DCM-EC
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202 Sir Chandler
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DCM-EC
RECEIVED
DEC 22 2021
DCM-MHD CITY

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.sampeancontracting.com
CERTIFIED MAIL— RETURN RECEIPT REQUESTED
Kevin H. Clark
154 Sir Chandler Dr.
Kill Devil Hills, NC 27948
Dear Mr. Clark:
RECEIVED
NOV 19 2021
DCM-EC
November 15, 2021
Re: Brandon Mitchell's waterfront development, 156 Sir
Chandler Drive, Colington Harbour subdivision, Kill Devil
Hills, Dare County, North Carolina
Our company has been retained by Brandon Mitchell, owner of Lot 68, Colington Harbour
Subdivision, Section B (PARCEL: 018992000; PIN: 987305095245) in Kill Devil Hills, Dare
County, located at 156 Sir Chandler Drive, which is adjacent to your property at 154 Sir
Chandler Drive. Mr. Mitchell seeks to undertake development on his property, which abuts
Frigate Inlet Canal, which requires a Permit from the State. Mr. Mitchell has asked us to make
application for the needed permits for the proposed development on his property.
The proposed development can be summarized as follows:
• Provide shoreline erosion protection along the property fronting on Frigate Inlet Canal by
construction of a replacement bulkhead structure along his shoreline;
• Provide a water access pier (with a step-down platform) to accommodate three (3)
mooring slips, two of which would be equipped with boatlifts; and
• Provide two raised, wooden, slatted boardwalks within the 30-ft Coastal Shoreline Buffer
— one along the shoreline, and one perpendicular to the shoreline to access the uplands of
the Lot.
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.
Mr. Mitchell is seeking this Permit to preserve the existing shoreline of this property along the
Frigate Inlet Canal, and to facilitate use of, and access to and from the waterfront of this
property. If you have comments, you can provide those to:
NC Division of Coastal Management DECEIVED
401 South Griffin Street, Suite 300
Elizabeth City, NC 27909
DEC 22 2021
DCM-MHD CITY

If you do have comments, or any other questions, we request that you contact us, before sending
your comments to the State so that we may have the opportunity to further clarify the project
and/or alleviate any of your concerns.
Thank you for your kind attention to this matter. Please feel free to contact me if you have any
questions.
Sincerely,
Ted Sampson
Environmental Consultant
Encl: (1) NC Division of Coastal Management Application for Major Development, MP -I, MP-2,
MP-3, and MP-4
(2) SAMPSON CONTRACTING Drawings No. 04-083021-001, Sheet 1, titled Site
Overview, Sheet 2, titled Site Overview Development Area, Sheet 3, titled Bulkhead
Elevation, Sheet 4, titled Bulkhead Section, Sheet 5, titled Sketch of Existing (Typical
Shoreline Cross -Section), Sheet 6, titled Sketch of Proposed (Typical Shoreline Cross -
Section), Sheet 7, titled Pier and Platform Details, and Sheet 8, titled Boardwalk
Details
RECEIVED
DEC 22 2021
DCM-MHD CITY

• Comploto Items 1, 2, and 3.
■ Not your name and address on the rovew
so that wn can return the card to you.
• Attach this cad to the back of the maltpleoo,
or on the front it spoco permits.
1. A4GcIeAW�•eaeW to.
Kevin H. Clark
154 Sir Chandler Dr
Kill Devil Hills, NC 21948
Illill111 IIII 1111 Hill I I III I Ililt I111II I'll
9590 9402 6000 0069 687185
Ps Form 3811, July m is PSN 75m.o2•ttoo-eom
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United States •Sender' Phase p int your name, address. and ZIP r4' In ads box•
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SAMPSON CONTRACTING, INC.
125 HUNTERS TRAIL WEST
ELIZABETH CITY, NC 2.7909
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154 Sir Chandler Dr.
ri Kdl Devil Hills, NC 27948

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■ Complete items 1, 2, and 3. -
■ Print your name and address on the reverse X
so that we can return the card to you.
■ Attach this card to the back of the mallpiece, \
or on the front If space permits. V
1. Article Addressed to:
Kevin H. Clark
154 Sir Chandler Dr.
Kill Devil Hills, NC 27948
sy address different from Item 1.1 _l r..
enter delivery address below: ❑ No
PH 2021
' IVED
NOV 1 9 2021
DCM-EC
3. service Type
ty Mail EV,ess
L) Priori ®
]RpssadMal
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❑ Adult bleretum Restricted Delivery
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❑ Signature Wnfirmetbn
2 Arl4ele M,mMr lnwnWr rmm arrvMa Mhnll
Restricted De11Very
7020 2450 0002 2699
6987 a Restricted Delivery
Domestic Return Receipt
PS Form 3811. July 2015 PSN 753D-02-D00-9053
PT
k

rq
Date;12/17/2021
Ca ma,
I Have Yet To See A Survey From a Licensed North Carolina Surveyor that Represents the Actual
Conditions of The Lot/Shoreline of 156 Sir Chandler Drive.
I Have enclosed the Only Survey (7/07/2021) submitted to me And It is a a
Conceptual Site Plan and Does In NO way reflect the Actual conditions on the ground .
I have Received Drawings From Mr.
Mitchell's Consultant in his Major Permit Packet that Appear closer To Reflecting The Conditions as They
Appear But Am Concerned where and How The Data Was Collected.
I Am Also Concerned that
Mr. Mitchell's Consultant States on Page 2of2 of Form DCM MP-2
3 F(ii) that perhaps all Erosion has Occurred in the Last 12 Months According to 2018 Google imagery .
I Disagree.
I have Owned The Adjacent lot B-67 (154 Sir Chandler Drive ) Since 1995 when we Built Our Home. The
Said Failing Wall At B-68 (156 Sir Chandler Drive) Had Failed then and Has Continued to Worsen As The
Years Have Passed .
The Aquatic vegetation on the New Shoreline was Present and
Flourishing and the shoreline at NWL was Stable up until It was killed in Early September 2021
1 Have Enclosed photos That Clearly Show This.
There Are Not Many Days That You Could Walk along the Said Failed Wall at 156 Sir Chandler that Your
Feet Would not Get Wet.
Respectfully,
Kevin HClark REll,
121n/2o2/ DKI
EC2120P1
RECEIVED
DEC 2 2 2021
DCM-MHD CITY

a
W=!' 2 i 2U21
RECEIVE®
DEC 22 2021
DCM-MHO CITY

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• CURRENT PROPERTY OWNER: ROGER VAN DE MEULEBROECKE
ANNE VAN DE MEULESROECKE
6820 SADDLE RUN WAY
GAINESWLLE, VA 20155
I SUBJECT REFERENCE., D.B. 1211, PC 726; M.B. A PG 64
• THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A
TIRE REPORT AND MAY NOT REFLECT ALL EASEMENTS
RESTRICTIONS OR ENCUMBRANCES THAT AFFECT THE
PROPERTY.
CPS METADATA $
I.) CLASS OF SURVEY CLASS A
2) P097IONAL ACCURACY 2-CENTIMETERS �Q{
3.) TYPE OF CPS FIELD PROCEDURE itM'
4) DATE OF SURVEYOBID612021,
a) DATUM / EPOCH: NC GRID - NAD
'83(201(T EPOCH 2O10
6.) PUBLISHED / RXED CONTROL USE 'kgr
7.) GEOID MODEL 22W =
8.) COMBINED FACTO20.99996050
9.) UNITS US SURVEY FEET
• THIS PROPERTY IS SUBJECT 70 ALL SETBACK AND EASEMENT
REQUIREMENTS SET FORTH BY DARE COUNTY ZONING SITE PLAN NOTES:
ORDINANCE AND COKNANTS OF RECORD,
BASED UPON GRAPHIC PLOT77NG ONLY, DUE PROPERTY
DELINEATED ON THIS PUT DOES APPEAR TO BE LOCATED
WITHIN A FEMA IDENTIFlED SPECIAL FLOOD HAZARD AREA
ACCORDING TO F.LR.M. FOR DARE COUNTY MAP NUMBER
J720987JOOK, COMMUNITY ID NO 37534a PANEL 9873
DATED EFFECTIVE 06/19/2020. THE PROPERTY LIES NITHIN
FLOOD ZONE AE (EL 4 FT) AREAS SUB,.E'CT TO INUNDA710J
BY ME 1X ANNUAL CHANCY FLOOD' AND FLOOD ZONE X
(0.2X) AREAS SUBJECT TD INUNDA DON BY THE O2X AND IX
CHANCE FLOOD' AS DERNED THEREIN. BASE FLOOD
INFORMATION WAS OBTAINED FROM THE FLOOD RISK
INFORMATION SYSTEM NTTP://FRISNCGOV/TR/S'
0610712021.
AREA BY COORDINATE METHOD ALL DISTANCES HORIZONTAL
GROUND.
THIS SURVEY IS BASED ON FOUND MONUMENTA TIOR AS
SHOWN HEREON.
PROPOSED LOT COVERAGES
BOLDING S DECKS - 1,592 SOFT.
CONCRETE PARV/NG - 550 SOFT
TOTAL IMPERWOUS - Z152 SOFT (26. 1X)
OPAWL DRIVE - 5H SO. FT.
AREA OF A.E.C. = 4112 SOFT.
COVERAGE W17MN AEG- = 1, 11J 5QFT. (27.1X)
A110 OHW-Ma
M99�30
?
V
GRAPHIC SCALE
40' O 40'
1 inch - 40 ft. r
LINE TABLE
LINEI
LENGTH
DIRECTION
Ll
M..27'
S 80' 05' 57' W
L2
17.57'
S 83' 15' 15• W
LJ
50.00'
S 81' 48' 11' W
L4
4.62'
N LIB' 11' 49' W
L6
26.14'
S J3' 08' 55' E
THE PURPOSE OF THIS PLAN IS FOR 97E PLANNING
PURPOSES AND SHALL BE CONSIDERED AS
PRELIMINARY, NOT FOR RECORDATION. CONVEYANCES
OR SALES
SEPTIC LAYOUT IS BASED ON 1.0 GPD./SF LT.A.R.
(18• FILL REQUIRED)
THIS LOT HAS NOT BEEN EVALUATED FOR
STOIRMWA TER REQUIREMENTS
WETLANDS HAVE NOT BEEN DELINEATED ON THIS
PROPERTY.
THIS PLAN IS SUBJECT TO RENEW AND
REQUIREMEN7S BY DARE COUNTY PLANNING AND
07WR REGULATORY AUTHORITIES
IT IS RECGMMENDED THAT THE BUILDER TAKE THIS
SKETCH FOR PRELIMINARY RENEW BY DARE COUNTY
PLANNING AND ANY OTHER DEVELOPMENT RENEW
STAFF.
SHOULD ANY ASSUMPTIONS MADE TO DEVELOP THIS
SKETCH BE REVEALED TO BE FALSE,'THIS SKETCH
WILL NEED TO BE RENSED.
PROPOSED DWELLING SHOWN ON THESE PLANS
REFERENCE HOUSE PLANS BY TIMELY DRAFTING AND
DESIGN. FILE MITCHELL WD D6-26-27
LEGEND:
FOUND IRON REBAR
FOUND MAC NAIL
7 TELEPHONE FED
PROPERTY LINE
RIGHT OF WAY LINE
ADJOINING PROPERTY UN£
BUILOING SETBACK LINE
FLOOD ZONE LINE
�— EDGE OF PAVEMENT
TIE LINE
—x—x— WDCD FENCE
000000000 BULKHEAD
NYC
FRIGATE INLET
57.03'
A
N ----
-1
LOT 1
DAVID M. MORGAN
ANNE T. MORGAN
o
D.B. 202Z PG. 653
M.B. 3, PG 67
m
PTD:018609000
75' A'E.C.,'�
I
3
O
14.,
CURVE TABLE
CURVET
LENGTH
RADIUS
CIID LENGTH
I CHD BEARING
CL
4a86'
518.6i
46.84'
N 87' 45' M- E
C2
46.86'
519.58'
46.84'
S 87' 04' 13' E
PROPOSED
10' GRAVEL
DRIE
BAY
VICINITY MAP
NOT TO SCALE
UA
.oI - „
�rpoE /0
°Q SEAL
I. L-4958
BULKHEAD DEC 2 1 1(
❑00
BROKEN
CONCRETE
x LOT WWALL
1t229.0 5¢FL
jai, 30' CAM_A
O19 AG
PROPOSED
14.0'
9'0
J BEDROOM
0
W DWELLING
a
14.0/'.3 )j
h N/r
LOT 67
a
K£NN H. CLARK
v D.B. 1280, PG 678
M.B 3, PG. 64
2804 Ui
U) PID: 018991000
m
CONETE
a*4--
PROPOSED BRUNSWICK BED
SEP77C SYSTEM (18• FILL REOD)
(10) 18' LINES ® J' O.C.
I

BOOK 2521 PAGE 1 07 (2)
700101642 uI
�,� ��
�� YRECEIVED
�
JUL 302021
LTA 3395-21 NORTH CAROLINA GENERAL WARRANTY DEED DCM_EC
SL350.00 Revenue Stamps S270.00
Tax Lot No. Parcel Identifier No. 01892000
Verified by County on the _ day of
by
Mail after recording to Grantee
This instrument was prepared by Starkey Sharp, Attomey at Law
Brief Description for the index 1 Lot 68, Section B, Colington Harbour
THIS DEED made June 21. 2021 by and betwectt
GRANTOR
Roger Van de Meulebroecke and wife,
Anne M. Van de Meulebroecke
6820 Saddle Run Way
Gainesville, VA 20155
GRANTEE
Brandon Mitchell, unmarried
3930 Parker Street, Apt B
Kitty Hawk, NC 27949
RE27615bc
The designation Grantor and Grantee as used herein shall include said parties, their heirs, successors, and assigns. and shall include
singular, plural, masculine, feminine or neuter as required by context.
WITNESSETH, that the Grantor, for a valuable consideration paid by the Grantee, the receipt of which is hereby acknowledged, has
and by these presents does grant, bargain, sell and convey unto the Grantee in fee simple, all that certain lot or parcel of land situated
in the Town of Kill Devil Hills, Atlantic Township, Dare County, North Carolina and more particularly described as follows:
Lot No. 68, Section B, of the subdivision know as "Colington Harbour" as shown on a map or plat thereof, made by Quible &
Charlton, Registered Engineers and Certified Land Surveyors, No. L1137, dated June 26, 1968, and duly recorded in Map
Book 3, Page 64, Public Registry of Dare County, North Carolina.
RECEIVEC
Gas, oil and mineral rights are hereby conveyed, but not warranted.
DEC 22 2021
DCM-MHD CITY
If checked, the property includes the primary residence of at least one of the Grantors. (NC' GS §
105-317.2)
This instrument prepared by Starkey Sharp, a licensed North Carolina attorney. Delinquent taxes, if any, to be paid by the
closing attorney to the county tax collector upon disbursement of closing proceeds.

The property hereinabove described was acquired by Grantor by instrument recorded in Book 1211, Page 728.
A map showing the above described property is recorded in Map Book 3, Page 64.
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances thereto belonging to the Grantee in
fee simple.
And the Grantor cosenants Mith the Grantee. that Grantor is seized of the premises in fee simple. has the right to convey the same in
fee simple. that title is marketable and free and clear of all encumbrances. and that Grantor will warrant and defend the title against the
!ass ful claims of all persons sshom>oescr except for the exceptions hereinafter stated.
Title to the property hereinabove described is subject to the following exceptions:
Easements and restrictions of record. if any, in the Dare County Registry.
IN V ITNESS \t HEREOF. the Grantor has hereunto set his hand and seal, or if corporate. has caused this instrument to be signed in
its corporate name b% its duFs authorized officers by authority of its Board of Directors, the day and year first above written.
(SEAL)
Roger Van de Meulebroecke
�'-I'l•rit iL: l Ck 1,,,.� I:� (SEAL)
Anne Van de Meulebroecke
STATE
C"OUNTY 0
I the undersigned Notary Public for the State and County aforesaid, do hereby certify Roger Van de Meulebroecke and Anne Van
de Meulebroecke personally appeared before me this day and acknowledge the due execution of the foregoing instrument. Witness
my hand and official seal this day of June, 2021.
My Commission Expires: ? l f.'-)6-J 1 --
...... , votary P '
BRANDY BONIEWICZ
NOTARY PUBLIC
COMMONWEALTH OF VIRGWIi I BRANDY SONIEWICZ
`.IY COMMISSION EXPIRES FEB .'. NOTARY PUBLIC ` ,� D
COMMISSION r 75954'p COMMONWEALTH OF VIRGINIA RECEIVED
IV MY COMMISSION EXPIRES FEB. 28, 2022
COMMISSION + 7595434
(Place Seal or Stamp Here)
JUL 302021
DCM-EC
RECEIVED
DEC 2 2 2021
DCM-MHD CITY

Recorded: 06/28/2021 03:51:29 PM
BY: CLAUDIA HARRINGTON
Cheryl L. House, Register of Deeds
Dare County, NC
Fee Amt $26.00 NC Excise Tar. $270.00
Land Transfer Fee: $1, 350.00
BOOK 2521 PAGE 107 (2)
700101W II11111,
JUL 302021
RECEIVED
DEC 22 2021
DCNI-EC
DCM-MHD CITY

ROY COOPER
Governor
ELIZABETH S. BISER
Secretar'r
BRAXTON DAVIS
Director
EMAIL MEMORANDUM
NORTH CAROLINA
Environmental Quality
TO: Theresa Schneider
The Coastland Times
Manteo, NC 27954
Iegals(o)thecoastlandtimes.com
FROM: Ella Godfrey
DATE, December 21, 2021
SUBJECT: Public Notice: Brandon Mitchell
Please publish the attached Notice in the Wednesday, December 29, 2021, issue of The
Coastland Times.
The State Office of Budget and Management requires an original Affidavit of Publication
prior to payment for newspaper advertising. The State Office of Budget and Management
requires an original Affidavit of Publication prior to payment for newspaper advertising.
Please send me the affidavit, an original copy of the published notice, and an
original invoice.
Thank you for your assistance in this matter. If you should have any questions, please
contact me at our Elizabeth City office [phone],
Attachment RECEIVED
cc: Jonathan Howell, Major Permits Coordinator, DCM, Morehead City DEC 22 2021
Christy Simmons, PIO, DCM, Morehead City DCM-MHD CITY
Ellie Davis, Accounts Payable, DCM, Morehead City
File
-�s North Carolina Ucpan mcm of 6lvironmcntal Quality Division or Coastal Management
®E JW 1Iizaheth Clty Offir.r 401 South Griffin Street. Ache 300;CIIzaheth City, North Carolina 27n)04
'. ... "., \.,00'0'� 151.10 13001

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 12/09/21. Brandon Mitchell is proposing to construct
a replacement bulkhead, docking facility, boardwalk and walkway, located at 156 Sir
Chandler Drive, Colington in Dare 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 01/18/22, 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: Wednesday, December 29, 2021 RECEIVED
DEC 22 2021
DCM-MHD CITY
North Carolina t)el)ar111M1t of Enyironincntal Quality D1Nsurt of Coastal Management
Elizabeth City Office 401 South Griffin St eeCStete 3001 Elizabeth City. North Carolina 27o0v
152,26 1.3901

ROY COOPER
Governor
ELIZABETH S. BISER
Secretary
BRAXTON DAVIS
Director
December 21.2021
Brandon Mitchell
1510 Small Court
Kill Devil Hills, NC 27948
Dear Mr. Mitchell:
NORTH CAROLINA
Environmental Quality
The NC Division of Coastal Management hereby acknowledges receipt of your application
submitted for State approval to construct a replacement bulkhead, docking facility, boardwalk and
walkway, located at 156 Sir Chandler Drive, Colington in Dare County.
It was received complete December 9, 2021 and appears to be adequate for processing at this time.
The projected deadline for making a decision is February 22, 2022. 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 December 9, 2021, 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 113A-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
RECEIVED
DEC 2 2 2021
DCM-MHD CITY
D_EQ� North Carolina Department of Environmental Quality I Division of Coastal Management
Elizabeth City Office 1401 South Griffin Street. Suite 3001 Elizabeth City. North Carolina 27909
252.264.3901

Brandon Mitchell
December 21, 2021
Page 2 of 2
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.
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 Sarah Loeffler, Field Representative, if
you have any questions and or if you wish to receive a copy of her field report.
Sincerely,
Ron Re i
District Manager, Northeastern District
NC Division of Coastal Management
RR/eg
Enclosure
cc: Jonathan Howell, Major Permits Coordinator, DCM, Morehead City, NC
Sarah Loeffler, Field Representative, DCM
Ted Sampson, Sampson Contracting, Inc., Elizabeth City, NC
RECEIVED
DEC 22 2021
DCM-MHD CITY

}
F-
Ui
T T � >
-_ 0
CAMA PERMIT
APPLIES FOR
PROJECT: Construct a docking facility,
boardwalk, walkway and replace a bulkhead.
r,OMMENTS ACCEPTED THROUGH January 18, 2022
APPLICANT. FOR MORE DETAILS CONTACT
THE LOCAL PERMIT OFFICER BELOIA.
Brandon Mitchell ^ Ronald Renaldi
1510 Small Court 401 S. Griffin Street, Suite 300
Kill Devil Hills, NC 27948 Elizabeth City, NC 27909
704-418-8667 252-264-3901, ext. 235

MAJOR PERMIT FEE MATRIX
Aaalicant gYgari N�t�.0 // )6(D 5iv U^a*t&UL.v DYi-of-
coliv.ay4oK, Ne_ 2}Qga
n
PT1
Development Type
Fee
DCM %
(14300,60, 435,000931623 6263)
DWO `�
(243001602 435100095 2341)
I. Private, non-commercial
development that does not
involve the filling or
$250
100%($250)
0%($0)
excavation of any wetlands
or o n water areas:
II. Public or commercial
development that does not
involve the filling or
excavation of any wetlands
$400
100% ($400)
0% ($0)
or open water areas:
Major Modification to a
CAMA Major Dermit
$250
100%($250)
0% ($0)
III. For development that
involves the filling and/or
excavation of up to 1 acre
of wetlands and/or open
water areas, determine if A.
8, C, or D below aDli
ill(A). Private, non-
commercial development, if
$250
100% ($250)
0% ($0)
f�WV
General Water Quality
Certification No. 4097 (See
attached) can be applied:
III(B). Public or commercial
development, if General
Water Quality Certification
$400
100% ($400)
0% ($0)
No. 4097 (See attached)
can be a lied:
III(C). 11 General Water
Quality Certification No.
4097 (see attached) could
be applied, but DCM staff
determined that additional
review and written DWQ
$400
60% ($240)
40% ($160)
RECEIVED
concurrence is needed
because of concerns
DEC 22 2021
related to water quality or
a uatic life:
III(D). If General Water
Quality Certification No.
4097 (see attached) cannot
$400
60% ($240)
t7409%=($160)
be a lied:
IV. For development that
involves the filling and/or
excavation of more than
$475
60% ($285) 40% ($190)
one acre of wetlands and/or
o en water areas:

UP
L
Received Fr
Permit No.:
Applicant's
Project Address:
NC Division of Coastal Management ? 9 �" C D
Cashier's Official Receipt
Date: I 20 ]LL
Check No.: �+�+
County: `-,CLO,�,
Please retain receipt for your records as proof of payment for permit issued.
Signature of Agent or Applicant:
Signature of Field Representative:
Date: li 31J ZUZ
Date: t 1 24,
RECEIVED
DEC 22 2021
DCM-MHD CITY

Contact Name x Brandon Mitchell
Contact Email Address' [e-mail]
Project Owner Brandon Mitchell
Project Name' Mitchell Bulkhead
Project County` Dare
Owner Address: Strad Adds
1510 Small court
Address Line 2
156 Sir Chandler
. ., Ory
•.-. Sael Route 7 reom
Kill Devil Ffills
Nc
Postal f Lp Ocde
Wnby
27948
UNITED STATES
Is this a transportation project?' r Yes r• No
Types) of approval sought from the DWR:
r 401Water Quality CerUfication- r 401 WaterQualityCertification-
Regular Express
A Individual Permit r Modification
r Shoreline Stabilisation
Does this project have an existing project lop?
r Yes r• No
Do you know the name of the staff member you would like to request a meeting with?
Sara Loeffler
Please give a brief project description below and include location information.*
RECEIVED
DEC 22 2021
DCM-MHD CITY

W goal is to build a 57' bulkhead Tin front of damaged concrete
bulkhead that is now slightly beloweeter level with etceptloir to 8' of
the wall (Owh is above vetei). To reclaim the erosion of the lot. And
then budding a dock and boatlift. The, property is located In a
residential neighborhood of collfngton harbour. Thg bulkhead would
be in line with the adjaont neighbors bulkhead. The lot islocatied at
156 Sir Chandler dr, IGN Devil Hit$, NC 27948: -
The project proponent hereby certifies that all information contained
herein is true, accurale, and
wnplete to the best of my knowledge and belief.
• The project proponent hereby requests that the certifying authority
review and take action on this
CWA 401 certification request within the applicable reasonable period
of time.
7
RakEIVED
JUL 3 0 2021
DCM-EC
By digitally signing below, I certify that I have read and understood that per the Federal Clean Water Act Section
401 Certification Rule the following statements:
• This form completes the requirement of the Pre -Filing Meeting Request in the Clean Water Act Section 401 Certification
Rule.
• I understand by signing this form that I cannot submit my application until 30 calendar days after this pre -filing
meeting request.
• I also understand that DWR is not required to respond or grant the meeting request.
Your projects thry-day cock started upon remptof this application. You will receive notification regarding meeting location
and time if a meeting is necessary. You will receive notification when the thirty -day clock has copired, and you can submit an
application.
signature'
Submittal Date 7/8/2021
RFCEIVED
DEC 2 2 2021
DCM_MHD CITY

—This is a word processing form to be completed in Microsoft Word —
NC Division of Coastal Management
Major Permit Application Computer Sheet
(11/O1/2012)
Applicant Brandon Mitchell Date: 1212112021
Project Site County: Dare
Staff., Sarah Loeffler District: ®Elizabeth City ❑Washington
❑Morehead City ❑Wilmington
Project Name: Mitchell Bulkhead - Rover File: WA
Date of initial application submittal (EX: 1182007): 1111WO21
Date application 'received as complete' in the Field office (EX. 1/tt2007): 12/09/2021
Permit Authorization: 0 CAMA ODredge & Fill ZBoth
SITE DESCR►PTIONIPERMIT INFORMATION
PNA: Yes LSLNo
Photos Taken: Yes ® 11
Setback Required (riparian): ❑Yes ®No
Critical Habitat: M Yes NNO EllikitSure
15 foot waiver obtained: El Yes ZNo
Hazard Notification: Yes No
SAV. El Yes War Dfilot Sure
Shell Bottom: []Yes ®No EINot
Temporary Impacts: ®Yes []No
Sure
Sandbags: Yes Milo Not Sure
Did the land use classification come from
Mitigation Required (optional):
county LUP. 0 Yes ❑No
❑Yes ®No
Moratorium Conditions:
Environmental Assessment Done:
❑Yes ❑No ®NA
❑Yes NNo ❑NA
SECONDARY WA TER CLASSIFICATION — OPTIONAL (choose MAX of 4)
El Future Water Supply (FWS) Nutrient Sensitive Waters (NSW) 10 Swamp Waters (SIN)
High Quality Waters (HQW) I ❑ Outstanding Resource Wafers (ORW) 1
WETLANDS IMPACTED
❑ (404) Corp. of Engineers (Jurisdictional
(LS) Sea lavender (Lhnonlum sp.)
(SS) Glasswort (Salicomta sp.)
wetlands)
(CJ) Saw gross (Cladium jamaicense)
(SA) Salt marsh condgrass (Spariine
❑ (SY) Safi reed grass (Spartina
altemiflora)
cynosuroides)
IDS) Salt or spike grass (Disfichlis
D (SC) Bullrush or three square (Sckpus
(TY) Cattail (Typha sp.) RECEIVEJ
spicata)
sp.)
(JR) Black needlemsh (Juncos
El (SP) Salt/meadow grass (Spartina
DEC 2 2 20
roemenanus)
patens)
APPLICATION FEE DCM-MHD Cl
No fee required - $0.00
®111(A) Private w/D&F up to 1 acre;
III(D) Pdv. public or comm w/D&F to 1
3490 can be applied - $250
acre; 3490 can? be applied - $400
Minor Atodiflcalan to a LAMA Major
Major Modification to a CAMA Major
IV Any development involving D&F of
permit - $100
permit - $250
more than 1 acre - $475
Permit Transfer- $100
Ill(B) Public or commercial w/D&F to 1
Express Permit - $2000
acre; 3490 can be applied - $400
Major development extension request -
11. Public or commercial/no dredge
$100
and/or fill - $400
[11. Private no dredge and/or fill - $250
0 Ill(C) Pdv. public or comet wvD&F to 1
acre; 3490 can be applied; DCM needs
DWQ agreement - $400
LY7
252-808.2808 :: i•888dRCOAST :: www,iricgpaat.8lmanagersgn4net revised: 02118H0

NC Division of Coastal Mgt. Application Computer Sheet>t, F ayn 2 of 3)
Applicant: Brandon Mitchell
Date: 1221/2021
Describe below the ACTIVITIES that have been applied for. All values should match the dimension order, and units of
measurement found In your Activities code sheet.
AcOvityNeme
TYPE
REPLACE
Dimension
Dimension
Dimension
Dimension
Number
Choose One
Choose One
1
2
3
4
Bulkhead
New Work 0
Replace
57 �
a �
6
Maintenance ❑
N Y ❑ N
Pier
New Work 0
Replace
31 '
51
Maintenance ❑
❑ Y N N
Platform(lower)
New Work a
Replace
5'
7+
Maintenance ❑
❑ Y N N
Boat Lift
New Work M
Replace
19,
10,
Maintenance ❑
❑ Y ON
Boat Lill (PWC)
New Work
Replace
6'
j
Maintenance ❑
❑ Y N N
Boardwalk
New Work C9
Replace
57'
6'
Maintenance ❑
❑ Y N N
Boardwalk
New Work
Replace
25'
6'
Access Walrhv
Maintenance ❑
❑ Y N N
New Wont Q
Replace
Maintenance ❑
❑ Y ❑ N
New Work 0
Replace
Maintenance ❑
❑ Y ❑ N
New Work D
Replace
Maintenance ❑
❑ Y ❑ N
New Work
Replace
Maintenance ❑
❑ Y [IN
New Work
Replace
Maintenance ❑
❑ Y ❑ N
New Work
Replace
Maintenance ❑
❑ Y ❑ N
New Work El
Replace
Maintenance ❑
❑ Y ❑ N
New Work
Replace
Maintenance ❑
❑ Y ❑ N
R
ECEIVED
New Work 0
Replace
Maintenance ❑
❑ Y ❑ N
New Work 0
Replace
Maintenance ❑
❑ Y ❑ N
New Work
Replace
D
Maintenance ❑
❑ Y ❑ N
New Work 0
Replace
Maintenance ❑
❑ Y ❑ N
Now Work 0
Replace
Maintenance ❑
❑ Y ❑ N
New Work
Replace
Maintenance ❑
❑ Y ❑ N
New Work
Replace
Maintenance ❑
❑ Y [IN
New Work
Replace
Maintenance ❑
❑ Y ❑ N
u
revised 02I18110

NC nivi lion of Coastal Mgt. Application Computer Sheet, Pape 3 of 3)
ApplicantBrandon Mitchell
Date. 1212112021
Describe below the HABITAT disturbances for the application. Alt valuse ahould match Manama, 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
tam im acts
FINAL Sq. Ft.
(Anticipated final
disturbance.
Excludes any
restoration
andlor temp
impact amound
TOTAL Feet
(Applied for.
Disturbance
total includes
any anticipated
restoration or
femp impacts)
FINAL Feet
(Anticipated final
disturbance.
Excludes any
restoration and/or
femp impact
amour
She" Boffom
Dredge ❑ FIN ® Both ❑ Other ❑
467 ft2
467112
High ground
Dredge ❑ Fill ❑ Both ❑ Or/rer ®
492 1112
492112
Open Water
Dredge ❑ FIN ❑ Both ❑ DOW N
398 ft2
398 012
Shoreline
Dredge ❑ Fin ® Both ❑ Other ❑
57,57
Dredge ❑ FIN ❑ Both ❑ Other ❑
Dredge ❑ F N ❑ Both ❑ Other ❑
Dredge ❑ FIN ❑ Both ❑ Other ❑
Dredge Fill Both ❑ DOW ❑
Dredge ❑ FIN ❑ Both ❑ Other ❑
Dredge ❑ Fg ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ FYI ❑ Both ❑ Other ❑
Dredge ❑ Fa ❑ Both ❑ Other ❑
RECEIVED
DEC 2 2 2021
DCM-MHD CITY
252-806.2808 :: 1.988.4RCOA5T :: VVWv revised: 02t15110

ROY COOPER
Governor
ELIZABETH S. BISER
Secretary
BRAXTON DAVIS
Director
December 22, 2021
NORTH CAROLINA
Environmental Quality
FROM Gregg Bodnar, Assistant Major Permits Coordinator
NCDEO - Division of Coastal Management
400 Commerce Ave., Morehead City, NC 28557
Fax:[phone] (Courier04.16-33)
gi-egg.bodnarCtancdenr gov
SUBJECT CAMA/Dredge & Fill Review
Applicant: Brandon Mitchell
Project Location: 156 Sir Charles Drive; Colington in Dare County
Proposed Project: Construct a docking facility, boardwalk, walkway and replace a bulkhead
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 January 12, 2022. If you have any
questions regarding the proposed project, contact Sarah Loeffler (252-264-3901, ext. 232) 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" RECEIVED
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes
are incorporated. See attached. DEC 22 2021
This agency objects to the project for reasons described in the attached
comments. JCM-MHD CITY
PRINT NAMI
AGENCY
SIGNATURE
DATE
D_E Q North Carolina Department of Environmental Quality I Division of Coastal Management
Elizabeth City Office 1 401 South Griffin Street, Suite 3001 Elizabeth City, North Carolina 27909
ao.i++JiM:t....•o..+� /`� 2522643901

DCM Coordinator: Greg Bodnar Distributed Yes® No 0
Applicant: Brandon Mitchell Distribution Date: 12/22/2021
AGENCY
ECRO
Community Development/1-PO
Donna Creef
DCM Planner
Charlan Owens Efiz City
USCOE:
Josh Pelletier
Community Assistance
Lee Padrick (Beaufort, Carteret Craven, Eliz City,
Pamlico, Washington)
Cultural Resources
Renee Gledhill -Earley
Div. of Water Infrastructure
(No longer public water Suppty)
Of Whitfield
Marine Fisheries
James Harrison
David Harris
NC DOT
Shannon Jenkins
Shellfish Sanitation
Sharon Gupton
Mike Moser
State Property
Wanda Hillard
DEMLR/DWR:
REOEIVED
Sheri Montalvo
C 2 2 202
DEMUR Sediment & Erosion-
SamirDumpor DCM-MHD CI
Storm water -
RogerThorpe
DWR 401-
Chris Pullinger
WRC
Maria Dunn (WARO)
National Heritage Program
Rodney Butler
ry
Revised: 6/29/2028

LEGEND/KEY
---- CENTERLINE OF CANAL
O
_ 1/4 WIDTH OF CANAL
— — — — — — ERODEDSHORELINE
— 30' COASTAL SHORELINE BUFFER
— — — — FIRM ZONE AE(4 FT)
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reserved This material Is the property of SAMPSON
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consent is hereby
granted to Brandon Mitchell. Written consent is herby
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041
granted to NC DCM, NC DEQ, and the US ALOE for Permit
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purposes.
3 ) drawing is derived from the J. H. Miller, Jr.. Survey-
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drawing signed and sealed by J. H. Miller, Jr. ( License
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PROJECT TITLE:
LD
MITCHELL BULKHEAD
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DRAWING TITLE:
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04 - 083021 - 001
CHECKED:
TJS
SHEET 1 OF 8
DATE: 10130121
PROJECTNO.:,gq-083021

Centerline of'Ca- - — - — - _ _ FRIGATE INLET (Canal)
0 10 20 40 60 80
SCALE: 1" = 10'
Water Body Width
138'
Proposed Dock —
(31'x5' with 5'x7' Lower Platform)
Mooring Slip #3
Existing Bulkhead of Neighbor
Existing Eroded Shoreline
1/4 Width of
Eft
i
Disturbed Land Area
-15fl—
Riparian
Setback
31 it
Sit
I N
Water Body Width
120'
Proposed Boat Lift
Mooring Slip #1
— 12ft 9ft
.—.. _..
O
Riparian
— Setback 1
15 R
— 10.3 it
— 7ft
— 3ft
6 it
-3, NWL $,t .—. �.. �\• _.
Proposed Jet -Ski Lift
Mooring Slip #2.
8" of Concrete Wall Exposed
6"- 12"Above NWL
Existing Bulkhead of Neighbor
Proposed Replacement
Bulkhead with 12' Return Walls
Failed Existing
Concrete Bulkhead
467.4 Sq Ft of Fill in Waters
Beyond NWL; 14.5 Cu Yd of
\\ i; 1 Fill with Mean Depth of 10 Inches
Proposed 6' Elevated 30` Coastal_
��\\\ — .
Slatted Wooden Boardwalk I
— I' Shoreline Buffer
25 it
DEC - 6 2021
�y.'•'tI�FJ�
— - — - - CENTERLINE OF CANAL
— • — • - 114 WIDTH OF CANAL
— — — — — - ERODEDSHORELINE
30' COASTAL SHORELINE BUFFER
PROPERTYBOUNDARY
PROPOSED BULKHEAD
3y�`'rrzt FAILED CONCRETE BULKHEAD
SHORELINE BUFFER BOARDWALK
PROPOSEDDOCK
PROPOSED DOCK STEP-DOWN
PROPOSED BOAT SLIP f BOAT LIFT
FILL BELOW NWL
DISTURBED LAND AREA
JAN 3 2022
fJBP SECTION MHD
Copyright © 2021 SAMPSON.CONTRACTING,Inc. All right.
reserved. This material is the property of SAMPSON
CONTRACTING, Inc., and Is protected bythe.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 Brandon Mitchell. Written consent is herby
granted to NCDCM, NO DEQ, and the US ACOE for Permit
processing purposes.
This drawing is derived from the J. H. Miller, Jr. Land. Survey-
ing drawing signed and sealed by J. H. Miller, Jr. INC License
No. L-4958) on 0612W021.
Rr7
PESTAMP SAMPSON CONTRACTING, INC.
i
d
125 Hun m Trail Weal
MITCHELL BULKHEAD
SITE OVERVIEW - DEVELOPMENTAREA
V=10' IDRAWING NO.:
TS
04 - OB3021 - 001
7Js SHEET 2 OF 8
6 it
10130l21.
0.: 04 - C

` ,Y!'tl,l"Ijl: tyrre.
G??5a0 5 u21
5", 4" O.C. 5" 4" O.C.
6" x 6" Whaler, M.G. 5/8" Galv. Bolts
I I ,
NORMAL WATER !'
LEVEL " + j
CANAL I 1 r
BOTTOM
I
611,611
11
+ V t
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8,
_ Embedment
f•
AQ
8' x 8" Round
• Piling M. G.
8' Embedment
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12' Vinyl
Sheets
5", 4" O.C.
4
BULKHEAD ELEVATION i
156 SIR CHANOL R �
KDH. NC 27948 7C.Ell, V ED
6a
J A N�^+ !3 2022
POP BPECTION BG18ti" D
NOV 19 2921
DC M.-EC
5/8" O. G. Washer
construction.
Copyright ® 2021 SAMPSON CONTRACTING,Inc. All dgh'
reserved. This material is the property of SAMPSON
CONTRACTING, Inc., and Is protected by the copyright laws
of the United Stales 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
gamed to Brandon Mitchell. Written consent Is herby
granted to NC.DCM, NO DEQ, and the US ACOE for Permit
processing purposes.
This drawing Is derived from the Katy Hawk Engineering,
PLLC drawing signed and sealed by Barrett C. Crook. PE,
INC License No. 027540) on 07105/2021, and submitted by
Brandon Mitchell as Drawing 3 on 7/2512021.
MITCHELLBULKHEAD
BULKHEAD ELEVATION
5: As Indicated DRAWINGNO.:
TS
04 - 063021 - 001
TJ5 SHEET 3 OF 8
10/07/21
0.: rid - nain9l

LEGEND/KEY
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J Z a_d- GENERALNOTES
J V 1) Drawing is for permitting purposes only and not
LL 2) Copyright ® 2021 SAMPSON CONTRACTING,Inc. Ali righ
reserved. This material Is the property of SAMPSON
u CONTRACTING, Inc., and is protected by the copyright laws
of the United States and other countries. It may not be
I j r reproduced, distributed, or altered in any fashion by any
- �•r entity without the express written consent of
t SAMPSON CONTRACTING, Inc. Written consent Is hereby
• © i1/ granted to Brandon Mitchell. Written consent herby
g
1 rantted to NC DCM, NC DEG, and thee US US ACOE for Permit
processing purposes.
• , - .�
3) This drawing is derived from the Kitty Hawk Engineering,
1 PLLC drawing signed and sealed by Barrett C. Crook, PE,
(NC Licenso No. ? submitted by
r-; Brandon Mitchell as Drawing 4on 72512021.
�-
-----------------
NO REVISION DATE
'^ r � •' ^-. PESTAMP SAMPSON CONTRACTINC, INC.
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1 r 126 Nuntar0 Troll Want
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fit r-. � PROJECT TITLE:
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Ems; gp, s _ ,• (� MITCHELL BULKHEAD
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`Y` '•. ' 1•A'• ILL] m t DRAWING TITLE:
BULKHEADSECTION
LU JAN 3 2022
qq ]] z l.1 SCALE: NTS: As Indicated DRAWING NO.:
~'� 1.,, Q W Z O F� G..I=A DRAWN:
J TS
Ix U Om C'dEl� SECTION RfIH� 3 • � cxecKED: Tas SHEET 4 OF 31
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PROIECTNO.: 04 53021

SKETCH OF EXISTING
-1V IN FROM WEST BOUNDARY
EXISTING GRADE
I
EXISTING WATER BOT
10', 6"
FILL BELOW NWL
-1TIN FROM WEST BOUNDARY
6 SQ FT AT THIS CROSS-SECTION
R m IVE_ ID
JAN 3 2022
MP SECTION MFID
J Ll , _' I. j'Ile I
1 YL_
"'^RMAL WATER
LEVEL
CANAL BOTTOM
ON WATER SIDE
REC /ED
N09 � Z021
DC_, MC
urawmg is for permitting purposes only and not
construction.
Copyright © 2021 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 Steles 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 Brandon Mitchell. Written consent Is herby
granted to NC DCM, NO CEO, and the US ACOE for Permit
processing purposes.
This drawing is derived from the Ktly, Hawk Engineering,
PLLC drawing signed and sealed by Barrett C. Crook, PE,
INC License No. 027540) on 07/1912021, and submitted by
Brandon Mitchell as Drawing 5 an 712512021.
MITCHELL BULKHEAD
SKETCH OF EXISTING
(TYPICAL SHORELINE CROSS-SECTION) -
ENTS:AsIndicated DRA\yfNGNO.:
04 - 083021 - 001
its SHEET 5 OF 8
OB3021

d 'f
(�rl
' l•l i ,
1
%
IV
•_r
FILL ABOVE'NWL
-15' IN FROM WEST BOUNDARY -
- 28 SQ FT AT THIS CROSS-SECTION
FILL BELOW NWL
-1V IN FROM WEST BOUNDARY
6 SID FT AT THIS CROSS-SECTION
i St,-�7j
r'
J
D
NOV 19 Luz)
DCU€ L
' NORMAL WATER
LEVEL
GENERALNOTES
-- -- -. -- - —. �. -
1) Drawln9ls for permitting purposes only and not
censWcton.
2) Copyright ©. 2021 SAMPSON CONTRACTING,Inc. All rights
'
reserved. This material is the praperty of SAMPSON
CONTRACTING, Inc., end 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 Brandon Mitchell. Written consent is herby
-
granted to NC DOM, NO DEC, and the US ACOE for Permit
processing purpose%.
3) This drawing Is derived from the Kitty Hawk Engineering,
CANAL BOTTOM
PLLC drawing signed and seated by BarreltC. Crook, PE,
INC License No. 027540) on 07tl9/2021, and submitted by
ON WATERSIDE
Brandon Mitchell as Drawing 6 an 7/2512021.
RFLE; C E " ` 7z® I MITCHELL BULKHEAD
JAN 3 2022 SKETCH OF PROPOSED
(TYPICAL SHORELINE CROSS-SECTION)
SCALE; NTS: As Indicated DRAWING NO.:
DRAWN: TS
P5IP SECTION MID CHECKED: Ts 04.083021-001
SHEET 6 OF 8
DATE: 10/07/21
PROMS NO.: 04 _ oa3021

TOP VIEW LEGENDIKEY
T-O' —' —' -- — .NORMAL WATER L,EVEL.(NWL)
Bent Spacing TOP VIEW — —' — " APPROX. BOTTOM CONTOUR
F I
Maximum Bent Spacing
2" x 10" Girders a-T 11T
Each Side of Pile 16in
2° x 10° Girders 16. in
Each Side of Pile — —
18. in 5.0. 2":x 6" Blocking 16. In
s' 0-
ie. In
2" x 8" Joists 2"x 8" Blocking ta. In
Bulkhead Pile
2' x 8". oists V-7112"
2° x 4° Uplift Ties
1 Tie at each Joist an - ' g�
Double Girder Intersection Bulkhead Pile 2" x 4° Uplift Ties R L J
1 Tie at eachJjoist and
Double Girder Intersection
Nov s 2021
CROSS SECTION ELEVATION CROSS SECTION ELEVATION DCM— C
Seven 2" x 8" x 16's 2" x 6" Decking
With Outboard Joists Sistered Fasten with 3" Stainless
2" x 6" Decking Joists: 2'x8" @ 16" OC, Max Span = T-8" 'Steel Deck Screws
Seven 2' x 8" x IUs Fasten with 3" Stainless
with Outboard Joists Sistered Steel Deck S taws
GENERAL NOT
----
2"x4"
I
1 Tie at
2"x4"UpliftTias
—
—andGirde
1 Tie at Each Joist andDouble Girder Intersection
1T'Above
NWL2°x
"2"x4'UpliftTies
s
10"Gi
Both Sides
2" x 10° Girders— • — — -
Sides of Pile
— — — —
— Apprr i gams— — ,
Water Bottom
stBoth
n
2"x 10" Girders
Piles: Round
Both Sides of Pile
M. G., 8" Butt
5/8" Galvanized Botts
with Washer on Each
Bulkhead Pile
Side and Nut (2 in
Tip Penetration
8 Feet
Tip Penetration
8 Feet
Each Girder)
FS
1) Drawing is for permitting purposes only. and not
construction.
2) Copyright lB 2021 SAMPSON CONTRACTING,Inc. Al rightt
reserved. This material is the property of SAMPSON
CONTRACTING, Inc., and Is protected bythecopyright 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 Brandon Mitchell. Written consent Is herby
granted to NO DCM, NO DEO, and One U3 ACOE for Permit
processing purposes.
NO REVISION I DATE
PE STAMP SA111PSON CONTRACTING, INC.
I
S-4 -0 Ellzahath Cl TNC 2)at
T-O" ,p PROJECT TITLE:
RE43"AF9 aE MITCHELL BULKHEAD
0 4 8 12 0 4
8 12 DRAWING TITLE:
SCALE: 1° =4' JAN 3 ZOZZ SCALE: 1" = 4' PIER & PLATFORM DETAILS
SCALE: 1°=4' DRAWING NO.:
DRAWN: TS
STEPDOWN PLATFORM DETAILS 10P SECTION PvIHD MAIN PIER DETAILS CHECKED: Tie 04-083071 0F8
DATE: 11/07121
PROJECT NO.: gd - nc3^—
rders
Tip
Uplift Toes
Each Joist -
— — • — •
r Intersection —
— . — — — — —
2" x 4" Uplift Ties
If Pile -
2.6 Above
NWL
1 Tie at Each Joist
and Double
Girder Intersection
WetorBottom —
—
2" x 10" Girders
Piles: Round
Both Sides of Pile
Penetration
10' Minimum
M. G•, 8" Butt
5/W Galvanized Bolts
with Washer on Each
Side and Nut (2 in
Each Girder)

Seven 2'x8"x16's
with Outboard Joists Sislered
Elevation
2" x 4' Uplift Ties
1 Tie at Each Joist and
Double Girder Intersection
Piles: 6°x6" Rough
Timbers (Min.) or
Equivalent; M. G.
Tip Penetration
5 Feet Below Grade
2" x 10' Girders
Both Sides of Pile
2'x10"C
Each Side
2" x B" Blocking
2"x8'
2" x 4" Uplift Ties
1 Tie at each Joist an
Double Girder Intersection
CROSS SECTION
Piles: Round
M. G., 8" Butt
Bulkhead File -
Tip Penetration
8 Feet
2"x6'De
Fasten with 3"
Steel Deck
Approx. 2.5'
Above NWL
— APprolmmate— —
Water Bottom
Tip Penetration
8 Feet
TOP VIEW
ELEVATION
— . T . — . —
2" x 4' Uplift Ties
1 Tie at Each Joist
and Double
Girder Intersection
2' x 10" Girders /
Both Sides of Pile
B" Galvanized Bolts
Ith Washer on Each
Side and Nut (2 in
Each Girder)
Bulkhead Pile
�— 5._4"
0 4 8 12
SCALE: 1' = 4'
SHORELINE BOARDWALK DETAILS
2" x 10" Girders
Each Side of Pile
2' x 8" Blocking L
2' x 8" Joists
Bulkhead
2" x 4" Uplift Ties
1 Tie at each Joist and
Double Girder Intersection
CROSS SECTION
Seven 2" x W x 16's
with Outboard Joists Slstered
Elevation
2" x 4" Uplift Ties
1 Tie at Each Joist and
Double Girder Intersection
Piles: 6"x6" Rough
Timbers (Min.) or
Equivalent; M. G.
Tip Penetration
5 Feet Below Grads _ _ Approximate
2' x 10" Girders �I'ater 8iitfom
Both Sides of Pile
JAN 3 2022
2" Is 6' Decking
Fasten with 3" Stainless
Steel Deck Screws
TOP VIEW
Bulkhead Pile
ELEVATION
2" x 4" Uplift Ties
Approx. 2.V 1 Tie at Each Joist
Above NWL and Double
Girder Intersection
-- — . — — -— 2"x10"Gi---/
rders
Both Sides of Pile
5/8" Galvanized Bolts
with Washer on Each
Side and Nut (2 In
Each Girder)
8SE
NiCTION R11HD
0 4 8 12
SCALE: 1" = 4'
HOUSE -PIER CONNECTING
BOARDWALK DETAILS
W-a-
— • — • — • - NORMAL WATER LEVEL (NWL)
— — — — • APPROX. BOTTOM CONTOUR
- — APPROX. GROUND ELEVATION
ECE" "D
NovIhZ021
DCF -EC
oravang Is for permitting purposes only and not
construction.
Copyright ® 2021 SAMPSON CONTRACTING,Inc. Al right
reserved. This material Is the property of SAMPSON
CONTRACTING, Inc., and Is protected by the copyright laws
of the United Stales and other countries. It may not be
reproduced, distributed, or altered In any fashlon by any
amity without the express written consent of
SAMPSON CONTRACTING, Inc. Written consent Is hereby
granted to Brandon Mitchell. Written consent Is herby
granted to NC DOM, NO DEO, and the US ACOE for Penult
processing purposes.
MITCHELL BULKHEAD
TITLE:
BOARDWALK DETAILS
TS
04 - 083021 - 001
rJs SHEET 8 OF 8
t/oT/2t