20191693 Ver 1_CAMA Application_20191211

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
BPAXTON C. DAVIS
Director
December 11, 2019
MEMORANDUM:
NORTH CAROLINA
Environmental Quality
FROM: Gregg Bodnar, Assistant Major Permits Coordinator
NCDEQ - Division of Coastal Management
400 Commerce Ave., Morehead City, NC 28557
Fax:[phone] (Courier04-16-33)
gregg. bodnar(a.ncden r. gov
SUBJECT: CAMA/Dredge & Fill Application Review
Applicant: Kevin & Kelly Campbell
Project Location: 100-A Rivershore Drive (off SR1406) in Perquimans County
Proposed Project: Construct a replacement bulkhead, a new one slip docking facility, install
an elevated deck adjacent to the store and do repairs to the building
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 1, 2020. If you have any questions
regarding the proposed project, contact Ron Renaldi (252-264-3901, ext. 235) when appropriate, in-depth
comments with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
"Additional comments may be attached"
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes
are incorporated. See attached.
This agency objects to the project for reasons described in the attached
comments.
PRINT NAME
AGENCY
SIGNATURE
DATE
OepuMAMGrtmmenW OUL�
North Carolina Department of Environmental Quality I Division of Coastal Management
Elizabeth City Office 1 401 South Griffin Street, Suite 300 1 Elizabeth City, North Carolina 27909
252.264.3901

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Kevin & Kelly Campbell
2. LOCATION OF PROJECT SITE: 100-A Rivershore Drive (off of SR#1406), Hertford,
Perquimans County, adjacent to the Little River.
Lat/Long: 36.165898' N,-76.259636°W
3. INVESTIGATION TYPE: CAMA / Dredge & Fill
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 12/5/2019
Was Applicant Present - No (Agent Present)
5. PROCESSING PROCEDURE: Application Received Complete - 12/9/2019
Office - Elizabeth City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Perquimans County
Land Classification from LUP - Residential
(B) AEC(s) Involved: Estuarine Waters (EW), Public Trust Area (PTA), Public Trust
Shoreline (PTS) & Estuarine Shoreline (ES)
(C) Water Dependent: Yes
(D) Intended Use: Private
(E) Wastewater Treatment: Existing - Septic
Planned - N/A
(F) Type of Structures: Existing - Concrete boat ramp, breached bulkhead,
remnant marina pier, old marina store.
Planned - Replacement bulkhead, one slip docking
facility, land deck, repairs to marina store.
(G) Estimated Annual Rate of Erosion: -6'/year
Source -Applicant
7. HABITAT DESCRIPTION: [AREA]
DRFDGFD FILLED OTHER
(A) Shallow Bottom PTA, EW AEC's
±1,401 ft2
±672 ft2 shaded
(B) PTS & ES AEC's
±3,667 ft2 disturbed
±192 ft2 shaded
(C) PTS & ES AEC's
- USACE 404-wetlands
±20 ft2
(D) Total Area Disturbed: ±5,952 ft2 (±0.137 acres)
(E) Primary Nursery Area: No
(F) Water Classification: SC Open to Shellfishing: No
8. PROJECT SUMMARY: The applicant proposes to construct a replacement bulkhead
to protect the existing marina store, construct a new one slip docking facility, install an
elevated wooden deck adjacent to the store and then do repairs to the building.

Kevin & Kelly Campbell
Field Investigation Report
Page 2
Project Setting
The site of the proposed development is located at 100-A Rivershore Drive (off of SR#1406)
within the Little River Shores subdivision, Hertford, Perquimans County, adjacent to the Little
River. It should be noted that a locked chain -link fence gate prohibits free entry onto the site.
The subject property is the site of a former marina authorized through CAMA Major Permit #96-
84. It is ±18,230 ft2 in size, has an elevation of ±3.5' above normal water level (NWL), and is
mostly cleared and vegetated with yard grasses. A drainage ditch runs along the eastern
property line as well as a ±10' wide strip of woody brush, trees, cat briers and poison ivy that
extends landward from its edge. Man-made features on the highground area include the marina
store building and the associated septic system. Based on available information, no
archaeological sites are on or near this property.
The current shoreline is ±200' in length and has become highly eroded waterward of an existing
breached bulkhead alignment. Approximately 71' of this bulkhead is located at NWL while the
remaining remnant alignment averages ±20' waterward of NWL. This erosion has caused a
sheer T-4' high erosion escarpment to form at NWL and, as of December 51h, the escarpment is
8' from the northern corner of the marina store building, making it an imminently threatened
structure. A ±20 ftz patch of USACE jurisdictional wetlands (Juncus effusus) is located on the
landward side of the bulkhead section still at NWL. In addition to the breached bulkhead, a
functional 21' wide concrete boat ramp is located on the western side of the shoreline and a
remnant marina pier is located offshore within the waters of the Little River. Also, of note, a
large Cypress tree is located on the far eastern "peninsula" of the property that is currently
located ±3' waterward of NWL. This tree previously existed on the landward side of the
beached bulkhead.
The waters of the Little River in this area are considered Joint Waters, classified as SC and are
closed to shellfish taking. There is ±0.9 miles of open water to the northeast of the site. The
bottom substrate is made up of fine sands and water depths within the eroded area range from
0.5' to ±1.5' below NWL. Submerged Aquatic Vegetation (SAV) was not observed growing
within the project area.
The adjacent riparian property to the west is residential in nature with a single-family dwelling
and has recently had its bulkhead replaced placing it 4' waterward of the applicant's bulkhead.
The adjacent riparian property to the east is undeveloped with a natural shoreline and has
areas of wetlands and highground.
Development Proposal
In order to prevent further erosion to the site and protect the building, the applicant proposes to
construct ±220' of vinyl bulkhead. Of this length, ±52' will be constructed within the same
alignment as the existing boat ramp return walls and the remaining length is broken into two
sections. On the west side of the boat ramp, a short ±8' section ties into the adjacent bulkhead
corner averaging 4' waterward of NWL. On the east side of the boat ramp, a ±155' section is
proposed with an alignment that is landward of the failed bulkhead alignment averaging ±8.6'
waterward of the current NWL with a maximum distance of ±15.5'. A 5' return will then be
constructed back into land at the mouth of the ditch. This alignment will provide a 20' buffer
between the bulkhead and the northern corner of the building. The applicant also believes the
alignment around the large cypress tree will prevent it's death.

Kevin & Kelly Campbell
Field Investigation Report
Paget
Upon bulkhead completion, the applicant proposes to construct an 88'x6' pier with a 12'x12'
platform in a "L" configuration. Four tie -pilings will be installed on the east side of the platform
creating one formalized wet slip in a water depth of >_2' below NWL. The proposed pier &
platform are similar to others in the area, meets the %width rule and does not encroach within
the 15' setback.
Within the highground area, the applicant proposes to:
• construct a 12'x16' open raised wooden deck on the waterward side of the existing building.
• conduct repair & maintenance to the existing building. Areas of repair include windows,
exterior siding, roofing and the foundation along the southeast corner.
Building expansion or additional impervious coverage is NOT proposed within the Public Trust
Shoreline or Estuarine Shoreline AEC's.
Anticipated Impacts
• The construction of the bulkhead along the proposed alignment will result in the shallow
bottom fill of ±1,401 ft2 of Estuarine Waters and Public Trust Area AEC's with clean fill from
an upland source.
• The construction of the bulkhead along the proposed alignment will result in the placement of
±51.9 cubic yards of fill material below NWL.
• The construction of the bulkhead will result in the filling of ±20 ft2 of USACE 404-wetlands
within the Estuarine Shoreline AEC.
• The proposed pier and platform will result in the shading of ±672 ft2 of Estuarine Waters and
Public Trust Area AEC's.
• It is anticipated that there will be no SAV impacts from the proposed development. The area
of the proposed bulkhead is shallow and quickly eroding. SAV's were not observed in the
area of the boat slip and water depths are greater than 2'.
• Bulkhead installation and grading will result in ±3,667 ft2 of land disturbance within the Public
Trust and Estuarine Shoreline AEC's.
• The installation of the open wooden deck will result in ±192 ft2 of ground shading within the
Public Trust Shoreline AEC.
Submitted by: Ron Renaldi
Date: December 10, 2019

Protect Narrative for Kevin and Kelly Campbell
Revised December 5, 2019
O M-E
The property in question is located at the end of Rivershore Drive, in Little River Shores, a
subdivision located in New Hope Township, in Perquimans County. The property is more
specifically described as being 100A Rivershore Drive (SR #1406), and consists of —.417 acres
(18,614sf), and —200' of shoreline fronting on the Little River. Existing development on and
adjacent to the property includes a remnant bulkhead, a remnant pier and pilings from an
abandoned 19-slip marina, a 21' wide concrete boat ramp with a remnant courtesy dock, and a
dilapidated marina concession building with bathrooms. Located on the landward side of the
remnant bulkhead (on the east side of the boat ramp) is— 20sf of non -coastal wetlands comprised
of soft rush.
Little River Shores was platted in 1970 by Albemarle Developers (Joseph Tilden Whitehurst). In
1983 the developer applied for a CAMA Major Permit to construct a concession building, fill an
existing basin, construct 2 floating docks on either side of the boat ramp, and construct a 150'
pier with finger piers to accommodate 19 boat slips. On May 25,1984, CAMA Permit #96-84 was
issued for the above described development.
When the bulkhead was constructed an average of 3' of fill was placed on the property increasing
the shoreline elevation from between 6" and I'to an average of 3' above NWL. Backfill consisted
of a sand clay mix, broken concrete and woody debris that is now visible in the water and along
the escarpment.
The CAMA Permit was subsequently renewed and transferred to Donald and Betty Swain. Over
the years, the Swains stopped operations of the marina and eventually closed the property. The
marina has been closed for over 20 years with only the ramp remaining functional. While the
ramp continued to be used by some residents in Little River Shores, increasing erosion and
damage to the bulkhead, damage to the building, a lack of repairs, personal liability, and taxes
compelled the Swains heirs to sell the property.
Current owners Kevin and Kelly Campbell would like to make the following improvements to the
property for a private family recreational site:
1) Construct a vinyl replacement bulkhead that will include 163' of shoreline on the Little
River, two 26' return walls within an existing 21' wide boat ramp (that will be constructed
within the existing alignment), and a 5' return wall on the east side of the property, for a
total of 220'. The Average distance waterward of NWL will be 8'-7", and the maximum
would be 15'-6" from NWL.
2) Construct a new 88' x 6' pier with a 12' x 12' platform and four tie pilings for one formal
boat slip on the east side of the existing boat ramp.
3) Construct a 12' x 16' open wooden deck on the river side of the existing building.
4) Repair the existing building. Repairs will include windows, exterior siding, roofing and the
foundation along the southeast corner of the building.
1

The proposed bulkhead alignment being requested, while greater than an average of 2' from
NWL, is considerably less than the original waterward alignment. The alignment is designed to
avoid a hard corner that would create a debris collection problem, and intensify wave action and
stress on a small localized section of bulkhead. In addition, the existing building is now only 12'
from NWL. The proposed alignment will increase the building setback to a minimum of 20',
reduce the existing area of impervious surface within the 30' buffer, reduce surface runoff, and
provide added protection to the building. Pending a permit decision Mr. Campbell has placed
temporary boards along the remnant bulkhead pilings to attenuate wave action along the 2'-6"
to 4'-3" high escarpment and slow erosion.
The following impacts will result from the proposed development:
1) 1,401sf of shallow bottom will be filled in association with the proposed bulkhead
alignment,
2) —20sf of non -coastal wetland fill,
3) 3,667sf of high ground disturbance from bulkhead backfill, anchors, and associated
grading,
4) 672sf of open water shading from the pier and platform. No submerged aquatic
vegetation was found within the project area and the water depth at the proposed
mooring slip is a minimum of 2' deep.
The property is located along Joint Waters of the State, and as such are Estuarine Waters. The
waters of the Little River are also classified as "C". Class C waters are "protected for uses such
as secondary recreation, fishing, wildlife, fish consumption, aquatic life including
propagation, survival and maintenance of biological integrity, and agriculture. Secondary
recreation includes wading, boating, and other uses involving human body contact with water
where such activities take place in an infrequent, unorganized, or incidental manner".
To demonstrate the accelerated erosion along the applicant's shoreline, see the attached
photographs labeled Attachment A and Attachment B. The photos were taken three months
apart and show a dramatic change in the shoreline due to erosion.
Received
DMEC
2

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sonUP4 Reeeiyeal
APPLICATION for I:,d 2 6 E3;3
Maior Development Permit r)C _F�
(last revised 12127106)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
N/A
Project Name (d applicable)
Campbell Property Improvements
Applicant 1: First Name
Kevin
MI
W
Last Name
Campbell
Applicant 2: First Name
Kelly
MI
J
Last Name
Campbell
If additional applicants, please attach an additional pages) path names listed.
Mailing Address
127 Tuscarora Trail
PO Box
City
Hertford
State
NC
ZIP
27944
Country
United States
Phone No.
252 - 453 - 75198 ext.
FAX No.
Street Address (if different from above)
City
Stale
ZIP
Email
2. Agent/Contractor Information
Business Name
Agent/ Contractor 1: First Name
Lynn
MI
W
Last Name
Mathis
Agent/ Contractor 2: First Name
MI
Last Name
Mailing Address
178 Sue Lane
PO Box
City
Hertford
State
NC
ZIP
27944
Phone No. 1
252 - 333 - 6619 ext.
Phone No. 2
exL
FAX No.
Contractor #
Street Address (if different from above)
City
State
ZIP
Email
Ivan27@yahoo.00m
<Form continues on back>
252.808-2808 .. 1.888.4RCOAS, .aw.nccoastalmanagement.net

Form DCM MP-1 (Page 2 of 4)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple)
Street Address ..
State Rd. #
Perquimans
100-A Rivershore Drive
1406
Subdivision Name
City
State
Zip
Little River Shores
Hertford
NC
27944 -
Phone No.
Lot No.(s) (d many, attach additional page with list)
None- ext.
1-A, I ,
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
Pasquotank
Little River
c. Is the water body identified in (b) above, natural or manmade?
d. Name the closest major water body to the proposed project site.
®Natural ❑Manmade []Unknown
Albemarle Sound
e. Is proposed work within city limits or planning jurisdiction?
applicable, list the planning jurisdiction or city limit the proposed
SYes []No
TPWa
ork falls within.
rquimans County
4. Site Description
a.
Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft.)
— 200'
18,230sf or — .417 Acres
c.
Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high water) or
for or — .417 acres,
NWL (normal water We#
(If many lot sizes, please attach additional page with a list)
3.5' ❑NHW or SNWL
e.
Vegetation on tract
Bald cypress (Taxodium distichum), black gum (Nyssa sylvatica), groundsel tree (Baccharis halimifolia), loblolly pine (pinus
taeda), pignut hickory (Carys glabra), red maple (Acer rubrum), sweet gum (Liquidambar styraci8ua), carolina jasmine
(Gelsemium sempervirens), cat brier (Smilax rotundifolia), poison ivy (Toxicodendron radicans), honeysuckle (Lonicera
periclymenum), wax myrtle (Myrica cerifera), pennywort (Hydrocotyle umbellate), and soft rush (Juncus effusus).
f.
Man-made features and uses now on tract
Remnant bulkhead, delapidated pier and docks, ooncerte boat ramp, old marina store and septic system.
g.
Identify and describe the existing land uses adlacen to the proposed project site.
Residential Uses
h.
How does local government zone the tract?
i. Is the proposed project consistent with the applicable zoning?
Residential / Agricultural (RA25)
(Attach zoning compliance certificate, ff applicable)
SYes []No ❑NA
j.
Is the proposed activity part of an urban waterfront redevelopment proposal? ❑Yes SNo
k.
Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. ❑Yes SNo ❑NA
If yes, by whom?
I.
Is the proposed project located in a National Registered Historic District or does it involve a ❑Yes SNo ❑NA
National Register listed or eligible property?
<Form continues on next page>

Form DCM MP-1 (Page 3 of 4)
APPLICATION for
Major Development Permit
m. (i) Are there wetlands on the site?
®Yes ❑No
(ii) Are there coastal wetlands on the sile?
❑Yes SNo
(iii) If yes to either (i) or (ii) above, has a delineation been conducted?
SYes ❑No
(Attach documentation, if avairable)
n. Describe existing wastewater treatment facilities.
Septic
Received
o. Describe existing drinking water supply source.
County
p. Describe existing storm water management or treatment systems.rXM-EC
None
5. Acdvides and Impacts
a.
Will the project be for commercial, public, or private use?
❑Commercial ❑Public/Government
SPrivate/Community
b.
Give a brief description of purpose, use, and daily operations of the project when complete.
Private water access and recreational site for the Campbell family and their friends.
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.
Backhoe, skid steerer, dump truck, various power tools.
d.
List all development activities you propose.
1) Construction of a replacement bulkhead and assosiacted backfill.
2) Construct an 88' x 6' pier with a 12' x 12' platform.
3) Installation of two tie piling at the pier plafform.
4) Repair the existing Marina Store for a family recreation area.
5) 12' x 16' elevated open wooden deck.
e.
Are the proposed activities maintenance of an existing project, new work, or both?
Both
f.
What is the approximate total disturbed land area resulting from the proposed project?
3,667 SSq.Ft or ❑Acres
g.
Will the proposed project encroach on any public easement, public accessway or other area
❑Yes SNo ❑NA
that the public has established use of?
h.
Describe location and type of existing and proposed discharges to waters of the state.
No proposed change. Currently surface runoff is over vegetated surface to an adjacent ditch and into river at the existing
boat ramp. No new impervious surface is proposed. Construction of a new bulkhead
as proposed will provide greater
distance from the existing building to the water along the river.
i.
Will wastewater or stormwater be discharged into a wetland?
❑Yes SNo ❑NA
If yes, will this discharged water be of the same salinity as the receiving water?
❑Yes ❑No ❑NA
j.
Is there any mitigation proposed?
❑Yes SNo ❑NA
If yes, attach a mitigation proposal.
<Form continues on back>

Form DCM MP-1 (Page 4 of 4)
APPLICATION for
Major Development Permit
6. Addidonal Information
In addition to this completed application firm, (MP-1) the following items below, if applicable, must be submitted in order for the application
package to be complete. Items (a) - to are ehveys sppiicable fo any mayor development applcation. Please consult the application
instruction booklet on how to property prepare the required items below.
a. A project narrative. rl,�Et'>
b. An accurate, dated work plat (including plan view and cross -sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed. Fj,1CJ ME77
c. A slte or location map that is sufficiency detailed to guide agency personnel unfamiliar with the area to the site. Ej IC105E )
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. FNCA_Cr_,,E1j
f. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such
owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in
which to submit comments on the proposed project to the Division of Coastal Management.
Name William Burroughs & Carol Ricketts Phone No.
Address 6460 Longwood Lane, Harrison, Tennessee 37341
Name William & Rachael Sampson Phone No.
Address 103 Merchant Man Court, Williamsburg, Virginia 23185
Name Phone No.
Address
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permidee, and issuing dates.
CAMA Major Permit #96.84 to Albemarle Developers, on Section 401 Water Quality Certification #1721, on 05/25/84
05/25/84
USAGE: File # SAWCO84-N-072-0095
h. Signed consultant or agent authorization form, 'd applicable. �NC1lfiEb
i. Welland delineation, if necessary. N/A
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner) u/A
k. A statement of compliance with the N.C. Environmental Poliey 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 E viro
on Land
I understand that any permit issued in response to this application will allow only the development described in the application.
The project will be subject to the conditions and restrictions contained in the permit.
I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to
enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up
monitoring of the project.
I further certify that the information provided in this application is truthful to the best of my knowledge.
Date h5 J let Print Name j-�u u f�lH7(j 15
Signature -,A-7— L. J11_61
Please indicate application attachments pertaining to your proposed project.
®DCM MP-2 Excavation and Fill Information DDCM MP-5 Bridges and Culverts
®DCM MP-3 Upland Development
®DCM MP-4 Structures Information
Received
I:3'J 2 6 919

Form DCM MP-2
EXCAVATION and FILL
(Except for bridges and culverts)
Attach this forth to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
Describe below the purpose of proposed excavation and/or fill activities. All values should be given in feet.
Access
Other
Channel
(NLW or
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
Breakwater
(excluding
shoreline
NWL)
stabilization
Length
Width
Avg. Existing
Depth
NA
NA
Final Project
Depth
N A
NA
11. EXCAVATION ®This section not applicable
a. Amount of material to be excavated from below NHW or NWL in
cubic yards.
c. (i) Does the area to be excavated include coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB
OWL ❑None
(ii) Describe the purpose of the excavation in these areas:
b. Type of material to
d. High -ground excavation in cubic yards.
Neceive
C;,V 2 6 M0
12. DISPOSAL OF EXCAVATED MATERIAL ®This section not applicable
a. Location of disposal area. b. Dimensions of disposal area.
c. (1) Do you claim title to disposal area?
❑Yes ❑No ❑NA
(ii) If no, attach a letter granting permission from the owner.
d. (i) Will a disposal area be available for future maintenance?
❑Yes ❑No ❑NA
(ii) If yes, where?
e. (i) Does the disposal area include any coastal wetlands/marsh f. (i) Does the disposal include any area in the water!
(CW), submerged aquatic vegetation (SAV), shell bottom (SB), ❑Yes ONO ❑NA
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected. (it) If yes, how much water area is affected?
❑CW ❑SAV ❑SB
OWL ❑None
(ii) Describe the purpose of disposal in these areas:

Form DCM MV-7, '^'xcavation and Fill, Page 2 of 2)
3. SHORELINE STABILIZATION ❑This section not applicable
(If development is a wood groin, use MP-4 - Structures)
a. Type of shoreline stabilization: b. Length: 163' +52' in boat ramp and a 5' retum wal 220' total
NBulkhead ❑Riprap ❑Breakwater/Sill ❑Other. Width: -1'-6"
c. Average distance waterward of NHW or NWL: 8.6' d. Maximum distance waterward of NHW or NWL: 15'-6"
e. Type of stabilization material
Vinyl Bulkhead
g. Number of square feet of fill to be placed below water level.
Bulkhead backfill 1.401sf Riprap _
Breakwater/Sill Other _
I. Source of fill material.
Commercial provider
f. (i) Has there been shoreline erosion during preceding 12
months?
NYes ❑No DNA
(III If yes, state amount of erosion and source of erosion amount
information.
-6' ave.
h. Type of fill material.
Clean dirt/ sand Received
I:uJ 2 6 ;.019
D4sM-Eta
4. OTHER FILL ACTIVITIES ®This section not applicable
(Excluding Shoreline Stabilization)
a. (i) Will fill material be brought to the site? ❑Yes ❑No ❑NA b. (i) Will fill material be placed in coastal wetlands/marsh (CW),
If yes, submerged aquatic vegetation (SAV), shell bottom (SB), or
(III Amount of material to be placed in the water _ other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
(III) Dimensions of fill area ❑CW ❑SAv
_ ❑SB
(iv) Purpose of fill ❑WL ❑None
III) Describe the purpose of the fill in these areas:
a. How will excavated or fill material be kept on site and erosion
controlled?
Stft dancing or hay bales as needed.
c. (i) Will navigational aids be required as a result of the project?
❑Yes ONo ❑NA
(ii) If yes, explain what type and how they will be implemented.
11/25/19
Date
Campbell Property Improvements
Project Name
badkhoe, or hydraulic dredge)?
Badkhoe, skid Steerer dumptrudks
d. (i) Will wetlands be crossed in transporting equipment to project
site? ❑Yes ®No DNA
(ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
Kevin Campbell and Kelly Campbell
Applicant Name
Lynn Mathis (Agent)
Applicant Signature
252.808.2808 stalmanaaenu"oi.net revised: 12126/06

Form DCM MP-3 Received
UPLAND DEVELOPMENT r.1-4 SG:M
(Construction and/or land disturbing activities) ^,
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
GENERAL UPLAND DEVELOPMENT
a. Type and number of buildings, facilities, units or structures b. Number of lots or parcels.
proposed. I
One 12' x 16' elevated wooden deck, detached from the
existing structure within the 30; buffer. As implied by the
wording "open deck" no roof is proposed.
c. Density (give the number of residential units and the units per
acre).
Per Perquimans county regulations 1 per 25,000ft. In this
case 1 existing building on a .417 acre lot.
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.
(1) If applicable, has a sedimentation and erosion control plan been
submitted to the Division of Land Resources?
❑Yes [-]No ®NA
(ii) If yes, list the date submitted:
g. Give the percentage of the tract within the coastal shoreline AEC to
be covered by impervious and/or built -upon surfaces, such as
pavement, building, rooftops, or to be used for vehicular driveways
or parking.
None
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.
No increase proposed. Existing impervious lot cover
including the building and concrete boat ramp = 1,448sf
j. Describe proposed method of sewage disposal.
Existing septic
I. Describe location and type of proposed discharges to waters of the
state (e.g., surface runoff, sanitary wastewater, industrialf
commercial effluent, 'wash down' and residential discharges).
None
d. Size of area to be graded, filled, or disturbed including roads,
ditches, etc.
3,667sf
f. List the materials (such as mad, paver stone, asphalt, or concrete)
to be used for impervious surfaces.
No impervios surfaces are proposed
h. Projects that require a CAMA Major Development Permit may also
require a Stornwater Certification.
(i) Has a site development plan been submitted to the Division of
Water Quality for review?
❑Yes ®No ❑NA
(ii) If yes, list the date submitted:
k. Have the facilities described in hem (i) received state or local
approval?
❑Yes ®No []NA
If yes, attach appropriate documentation.
m. Does the proposed project include an innovative stornwater
design?
❑Yes ®No ❑NA
If yes, attach appropriate documentation.

M. Describe proposed drinking water supply source (e.g., well,
community, public system, etc.)
Public System
o. When was the lot(s) platted and recorded?
1970
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
11/25/2019
Date ft a ive d
Campbell Property Improvements ,�ti
Project Name UV
Kevin & Kelly Campbell ®�-
Applicant Name cJ l, A I LI-i, Lynn Mathis (Agent)
Applicant Signature

Form DCM MP-4
STRUCTURES
(Construction within Public Trust Areas)
Received
1.5v 2 6 duiD
DMEC
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
1. DOCKING FACILITY/MARINA CHARACTERISTICS
a. (i) Is the docking facility/marina:
❑Commercial ❑Publir/Government ®Private/Community
c. (I) Dock(s) and/or pier(s)
(ii) Number 1
(iii) Length 88"
(iv) Width 6
(v) Floating ❑Yes ®No
e. (i) Are Platforms included? ®Yes []No
If yes:
(ii) Number 1
(iii) Length 12'
(iv) Width 12'
(v) Floating ❑Yes ®No
Note: Roofed areas are calculated from ddpline dimensions.
g. (I) Number of slips proposed
1
(ii) Number of slips existing
0
I. Check the proposed type of siting:
❑ Land cut and access channel
[]Open water; dredging for basin and/or channel
Popen water; no dredging required
[]Other; please describe:
11% ZHN
k. Typical boat length: 10=r'
in. (i) Will the facility have tie pilings?
®Yes []No
(h) If yes number of be pilings?
4
❑This section not applicable
b. (i) Will the facility be open to the general public?
❑Yes ®No
d. (i) Are Finger Piers included? ❑Yes ®No
If yes:
(ii) Number
(iii) Length
(iv) Width
(v) Floating []Yes ❑No
f. (I) Are Boatlifts included? []Yes ®No
If yes:
(ii) Number
(iii) Length
(iv) Width
h. Check all the types of services to be provided.
❑ Full service, including travel lift and/or rail, repair or
maintenance service
❑ Dockage, fuel, and marine supplies
Dockage(wet slips") only, number of slips:
❑ Dry storage; number of boats: _
❑ Boat ramp(s); number of boat ramps:
❑ Other, please describe:
j. Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types).
runabou
I. (1) Will the facility be open to the general public?
❑Yes ®No

Z DOCKING FACILITY/MARINA OPERATIONS ®This section not applicable
a. Check each of the following sanitary facilities that will be included in the proposed project.
❑ Office Toilets
❑ Toilets for patrons; Number: _; Location:
l
❑ Showers
❑ Boathokting tank pumpout; Give type and location:
b. Describe treatment type and disposal location for all sanitary wastewater.
c. Describe the disposal of solid waste, fish offal and trash.
d. How will overboard discharge of sewage from boats be controlled?
e. (I) Give the location and number of 'No Sewage Discharge" signs proposed.
(ii) Give the location and number of "Pumpout Available" signs proposed.
I. Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products.
g. Where will residue from vessel maintenance be disposed of?
h. Give the number of channel markers and 'No Wake" signs proposed -
I. Give the location of fuel -handling facilities, and describe the safety measures planned to protect area water quality.
j. What will be the marina policy on overnight and live -aboard dockage?
k. Describe design measures that promote boat basin flushing?
I. If this project is an expansion of an existing marina, what types of services are currently provided?
m. Is the madna/docking facility proposed within a primary or secondary nursery area?
[--]Yes ❑No

n. Is the marina/docking facility proposed within or adjacent to any shellfish harvesting area?
❑Yes []NO
o. Is the 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
❑WL []None Received
p. Is the proposed marinaldodking facility located within or within close proximity to any shellfish leases? ❑Yes ❑No 1,3,0 kL ti )9
If yes, give the name and address of the leaseholder(s), and give the proximity to the lease.
DCM-EC
3. BOATHOUSE (including covered lifts) ®This section not applicable
a. (i) Is the boathouse structures):
❑Commercial ❑PubliGGovemment ❑Private/Community
(ii) Number
(iii) Length
(iv) Width
Note: Rooted areas are calculated from dripline dimensions.
4. GROIN (e.g., wood, sheetpile, etc. If a rock groin, use MP-2, Excavation and Fill.) ®This section not applicable
a. (i) Number _
(ii) Length _
(III) Width _
5. BREAKWATER (e.g., wood, sheetpile, etc.) ®This section not applicable
a. Length b. Average distance from NHW, NWL, or wetlands
c. Maximum distance beyond NHW, NWL or wetlands
6. MOORING PILINGS and BUOYS ®This section not applicable
a. Is the structure(s):
❑Commercial ❑PubliGGovemment ❑Private/Community,
c. Distance to be placed beyond shoreline
Note: This should be measured from marsh edge, if present.
e. Arc of the swing _
7. GENERAL
b. Number
d. Description of buoy (color, Inscription, size, anchor, etc.)

a. Proximity of structure(s) to adjacent riparian property lines
29' to the northwest and >100' to the southeast
Note: For buoy or mooting piling, use arc of swing including length
Of vessel.
C. Wafth of water body
4.637' (88 miles
e. (i) Will navigational aids be required as a result of the project?
❑Yes ®No ❑NA
(ii) If yes, explain what type and how they will be implemented.
8.OTHER
a. Give complete description:
See Narrative
I 25/19
Date
Campbell Property Improvements
Project Name --
Kevin 8 Kelly Campbell
Applican--
nt Name
etI
a-L Jn.'i4, Lynn Mathis (Agent)
Applicant Signature
b. Proximity of structure(s) to adjacent docking facilities.
280' to the northwest and 719 to the southeast
d. Water depth at waterward end of structure at NLW or NWL
2.5'
❑This section not applicable
Received
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This document presented and filed:
11/0// 01903 858 PM
. DawW y
JACOUEUNE S. FRIERSON, PEROUIMANS CO, NC
Excise Tax: $60.00
4 3 C
BOOK 492 PAGE 856 (2)
PLLAND TRANSFER TAX
.zp35s
1111111111111111111111
PAID S � BBS
NORTH CAROLINA GENERAL WARRANTY DEED
Excise Tex:
Pascal Identifier No. 8809-80-7450 Verified by County on the _ day of , 20_
By:
Mail/Box to: William Brumsey, IV, P.O. Box 100, Currituck, NC 27929
Tbis instrument was prepared by: Thomm P. Nash, IV NO TITLE WORK REQUESTED OR PERFORMED BY PREPARER
Brief description for the Index: Lot 1, Sec. A, Little River Shores
THIS DEED made this 25th day of September, 2019, by and between
DONALD D. SWAIN, EXECUTOR OF THE
ESTATE OF BETTY J. SWAIN AND
DONALD D. SWAIN, INDIVIDUALLY AND WIFE,
SUSANNE D. SWAIN
140 Raven Lane
Sorry, VA 23893
KEVIN WAYNE CAMPBELL and wife,
KELLY JOHNSON CAMPBELL
127 Tuscarora Trail
Hertford, NC 27944
Enter in appropriate block for each Grator and Grantee: name, mailing address, and, if appropriate, chancier of entity, e.g.
corporation or partnership.
The designation Grantor and Grant" 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 Orion", for a valuable coruidention paid by the Grantee, the receipt of which is hereby acknowledged, has
and by these presents does grant, bargain, sell and convey tote the Grantee in fee simple, all that certain lot or parcel of land situated in
New Hope Township, Perquimans County, North Carolina end more particularly described a follows:
Lot 1, Section A of Little River Shorn as delineated on plat recorded in Plat Book 4 at Page 205 in the office of the Register
of Deeds of Perquimans County, North Carolina.
THIS INSTRUMENT PREPARED BY THOMAS P. NASH, IV, 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 herein conveyed was acquired by William B. Swain and wife, Betty J. Swain in Book I18, Page 19, Perquimans County
Registry, WilliamB. Swain died survived by his wife, Betty J.Swain. Betty 1. Swain died testate on September 29,2019leaving the
property to her son, Donald D. Swain. See Estate File No. 2019 E 149 in the Perquimans County Clark's office.
All or a portion of the property herein conveyed_ includes cr X does not include the primary residence of a Grantor.
A map showing the above described property is recorded in Plat Book 4, Page 205, Perquimans County Registry.
NCBar Aasaciatbo Form No. 3 01976. Ravi Cl/IR010
MOW by Agree 1 with Oa NC Bu M.istbn
ReCeived
I;JJ 2 €: , i
U"I"CM—FiC

BK 492 PG 857 DOC#420355
TO HAVE AND TO HOLD the Aforesaid lot or parcel of land and all privileges and appunermncasthervto belonging to the Grantee in
fee simple.
And the Gramorcovenants with the Grantee, that Grantor is seized ofthe premiss in fee simple, has theright t0mvey the same in fee
simple, that title is marketable and free and clear of all encumbrances, and that Grantor will warrant and defend the title against the
lawful claims of all persons whomsoever, other than the following exceptions:
Easements and restrictions of record, if any.
IN WITNESS WHEREOF, the Grantor has duly executed the foregoing as of the day and year first above written.
c E SETTY 1. SWAIN
By _ (SEAL)
Donald D. Swain, Executor
(SEAL)
Donald D. Swain, Individually 1
(SEAL)
Susanne D. Swain
STATE OF
COUNTY/CITY OF
21 Kit VP/. �1Q l.:i ranl , a Notary Public of the County/City and State
aforesaid, certify that Donald D. Swain, Executor of the Estate of Betty J.
Swain, personally came before me this day and acknowledged the due execution of
the foregoing instrument for the purposes therein expressed. L,�
WITNESS my hand and official stamp or seal, this GI day of 4okP- - ,
2019.
My _ p�Oagirea:
Mai),A�j{J I Notary Public
4
STATE OF
COUNTY/CITYOF�Q�r--# N?t1)S
I, Min a ha C r h l , A Notary Public of the County/City and State
aforesaid, certify that Donald D. Swain and Susanne D. Swain personally came
before me this day and acknowledged the due execution of the foregoing
instrument for the purposes therein expressed.
Witnes,"y hand anA-oqicial seal, this the rZday of
My Commission Expires:
alas0oal
NC BMAtralaUm Pam No. 3 01976, bvi dC 111M1a
PrkAW by Apeemou winh a. NC Be Ace Wbe
NIKEISNA RENE GRANT
NOTARY PUBLIC
REGISTRATION# 77e1770
COMMONWEALTH OF VIRGINIA
MY COMMISSION EXPIRES
FEBfl ARY282021
Received
1:0V 2 6 7019
DMEC

MAJOR PERMIT FEE MATRIX
Applicant: KCVfn SiKe11 IlIGm6-(.II
Selection
Development Type
Fee
DCM %
DWQ %
(143001601 435100093 1625 6253)
(243001602 435100095 2341)
1. Private, non-commercial
development that does not
$250
100% ($250)
0% ($0)
involve the filling or
excavation of any wetlands
or open water areas:
II. Public or commercial
EJ
development that does not
$400
100% ($400)
0% ($0)
involve the filling or
excavation of any wetlands
or o en water areas:
❑
Major Modification to a
$250
100% ($250)
0% ($0)
CAMA Major permit
III. For development that
involves the filling and/or
excavation of up to 1 acre
of wetlands and/or open
water areas, determine if A,
B, C, or D below applies:
Iil(A). Private, non -
El
commercial development, if
$250
100% ($250)
0% ($0)
General Water Quality
Certification No. 4097 (See
attached) can be applied:
III(B). Public or commercial
development, if General
$400
100% ($400)
0% ($0)
Water Quality Certification
No. 4097 (See attached)
can be applied:
III(C). If General Water
Quality Certification No.
$400
60% ($240)
40% ($160)
4097 (see attached) could
be applied, but DCM staff
determined that additional
review and written DWQ
concurrence is needed
because of concerns
related to water quality or
aquatic life:
III(D). If General Water
Quality Certification No.
$400
60% ($240)
40% ($160)
4097 (see attached) cannot
be applied:
IV. For development that
involves the filling and/or
$4 55
60% ($285)
40% ($190)
excavation of more than
one acre of wetlands and/or
open water areas: