20211090 Ver 1_CAMA Application_20210708

ROY COOPER
Governor
ELIZABETH S. BISER
Secretory
BRAXTON DAVIS
Director
July 8, 2021
MEMORANDUM:
FROM:
SUBJECT:
Applicant:
Project Location:
Proposed Project:
NORTH CAROLINA
Environmental Quality
Gregg Bodnar, Assistant Major Permits Coordinator
NCDEQ - Division of Coastal Management
400 Commerce Ave., Morehead City, NC 28557
Fax: [phone] (Courier 04-16-33)
[e-mail]
CAMA/Dredge & Fill Application Review
Vonada Family Trust
268 Flagship Court in Chowan County
Construct a pier with a platform and tie pilings, a bulkhead with returns and
a retaining wall
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 July 29, 2021. If you have any questions
regarding the proposed project, contact Cynthia Rountree (252-264-3901, ext. 234) when appropriate, in-
depth comments with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
**Additional comments may be attached**
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
OepMmml M En.rn, , .I 0.41 /'
NORTH CAROLINA
North Carolina Department of Environmental Quality I Division of Coastal Management
Elizabeth City Office 1401 South Griffin Street, Suite 300 I Elizabeth City, North Carolina 27909
252.264.3901

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Vonada Family Trust
2. LOCATION OF PROJECT SITE: 268 Flagship Court, Chowan County,
adjacent to the Yeopim River
Latitude: 36° 5'10.89"N Longitude: - 76°28'14.79"W
3. INVESTIGATION TYPE: CAMA & Dredge and Fill
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - June 11, 2021
Was Applicant Present - no
5. PROCESSING PROCEDURE: Application Received Complete - June 18,2021
Office - Elizabeth City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Chowan County
Land Classification From LUP - CU-R25 Agricultural Residential
(B) AEC(s) Involved: Public Trust Area and Public Trust Shoreline
(C) Water Dependent: Yes
(D) Intended Use: Private/Community
(E) Wastewater Treatment: Existing - none
Planned - none
(F) Type of Structures: Existing -none
Planned - pier, platform, and bulkhead with return
walls
(G) Estimated Annual Rate of Erosion: 0.46 ft per yr
Source - applicant
7 HABITAT DESCRIPTION:
DREDGED
[AREA]
FILLED
SHADED
(A) Shallow Bottom (PTA)
52 sqft
(B) Open Water (PTA)
1,558 sqft
(C) High Ground (ES)
4,775 sqft
348 sqft
404 wetlands
(D) Total Area Disturbed: 6,733 square feet
(E) Primary Nursery Area: No
(F) Water Classification: SC Open to shellfishing: No

Vonada Family Trust
Field Investigation Report
Page 2
PROJECT SUMMARY:
The applicant proposes to construct a pier with a platform and tie pilings, a bulkhead with
returns and a retaining wall.
Project Setting
The property proposed for development is located at 268 Flagship Court in Chowan
County and consists of approximately 12.6 acres adjacent to the Yeopim River. The property
is currently a vacant lot. The property to the west is also a vacant lot while the property to the
east contains a single family residence with a partially bulkheaded shoreline and dock.
Vegetation on the site includes, but is not limited to, pine trees, sweet gum, oak trees Cypress,
Juncus effucus, Carex stipata and other non -coastal wetlands. Soil Types include Roanoke Silt
Loam (Ro) and Dogue Fine Sandy Loam. The property has an elevation of approximately 8
feet above normal water level (NWL) along the shoreline.
The shoreline is 170 feet in length and currently has no hardened structures along it. The water
classification for this area is Tidal Salt Water (SC) and are inland waters that are closed to
shellfishing. The water depths at the terminus of the pier are -5.8 feet. An SAV survey
conducted on this site showed there was none present.
Development Proposal
The applicant proposes to construct a new 50 linear foot bulkhead with a maximum distance
waterward of normal water level of 2.5 feet with an average of 0.2 feet with two15 foot return
walls on each end and a 260 foot retaining wall continuing off the western end of the
bulkhead behind the existing wetland area. The applicant also proposes to construct a 121
foot by 6 foot walkway, elevated 3 foot above the wetland substrate at about midpoint of the
property. Connecting to this walkway is a 193 foot by 6 foot pier with a 20 foot by 20 foot
"T" end platform and two tie pilings to be located on the eastern side of the pier on the
landward side of the platform. This proposal is being reviewed through the major permit
process due to the modification to the deed restriction on this lot that to allow for shoreline
stabilization only through the process of the Divisions Major Permit application process as
per condition #2 of the November 7, 2018 minor modification to CAMA permit #126-09.
Anticipated Impacts
The proposed development will result in the shading of 1,558 square feet and filling of 52
square feet of the Public Trust Area of Environmental Concern. The proposed development
will also result in the filling of 4,775 square feet and shading of 348 square feet of the Public
Trust Shoreline Area of Environmental Concern. Temporary turbidity will possibly occur during
construction.
Submitted by: Cynthia Rountree
Date: 6/30/21

SAMPSON CONTRACTING, INC.
Marine Construction And Environmental Consulting Services
125 Hunters Trail West, Elizabeth City, North Carolina, 27909 USA
Tel: [phone] — Fax: [phone]
[e-mail] www.sampsoncontracting.com
PROJECT NARRATIVE
IN SUPPORT OF REQUEST FOR MAJOR PERMIT
04/12/2021 (Revised 6/16/21)
APPLICANT: The Vonada Family Trust
PROJECT: Shoreline Protection and Pier Development
LOCATION: Chowan County, North Carolina; Lot 42, 268 Flagship Court, Farms at
Riversound subdivision, off of Drummonds Point Road
Rr:ri'i 1,
JUNV 8 �J[1
SITE:
DC
Directions:
From Edenton's Highway 17 and Highway 32 intersection, proceed northeast
on Highway 17 for 4.2 miles to State Road 1101 (Thick Neck Road), and turn
right. Proceed 1.7 miles to intersection of State Road 1102 (Yeopim Road),
and turn right. Proceed south for 0.5 miles to intersection of State Road 1100
(Drummonds Point Road), and turn left. Proceed east-southeast for 2.5 miles,
and turn left onto Batts Island Road. Proceed 1.2 miles to north and turn right
onto Flagship Drive. Proceed 0.2 miles to east to intersection of Flagship
Drive with Trailwood Court and turn left. Continue following Flagship Drive
to the north for 0.25 miles and turn right onto Flagship Court. After 0.25
miles, within the developed cul-de-sac, Flagship Court intersects the western
property line of Lot 42 (268 Flagship Court), the property of the Vonada
Family Trust. Development site is approximately 450 to the left, along the
Yeopim River.
Description:
The project area consists of a 12.6 acres tract of land, with the Flagship Court
cul-de-sac terminating at its western boundary, situated along the Yeopim
River to its north. This tract is owned by The Vonada Family Trust, and
identified on Chowan County Records as 268 Flagship Court, Lot 42 - Farms
at Riversound, and by PIN as 784500784720.
The shoreline of the tract along the Yeopim River is 170 feet. This number is
measured between the lot boundaries near the erosion escarpment, and does
not take into account minor shoreline fluctuations along this property
boundary observed on a site visit on 1/11/21.
Nearly the entire tract is currently a pine and hardwood forest, managed in the
past as part of active sylviculture. Nearly the entire tract is regarded as
Uplands, with a relatively small area near the center of the Yeopim River
Shoreline (approximately 0.06 acres) considered to be 404 wetlands.
tr:,vmsfa.k

RECEIVED
1UN18ZOZ1
DCM Ec
Adjoining Development:
All lots surrounding this Vonada Family Trust tract are undeveloped (with the
exception of the lot immediately to the east of this tract), zoned for similar
uses, and are forested with previously managed sylviculture. Outside of the
Riversound subdivision, the lot immediately to the east is a developed
residential homesite with a pier and boathouse. Five lots to the west, the lot
has been developed with a home, a shoreline protection bulkhead, and a pier
has been completed to the point of piling placement. Farther along the Yeopim
River, to the northwest, to the point where the river bends decidedly to the
southwest, no lots have any residential or waterfront development, with the
exception of the common -area marina location. This 130-slip permitted
marina location lies on the seventh parcel to the northwest, and currently has
been developed with a pier and 12 finger piers. The waterward extent of this
pier lies 250-ft off of the shoreline.
Erosion:
Erosion is readily discernable along the shoreline of the Lot, where an erosion
escarpment that is approximately 8-ft above Normal Water Level (NWL) has
been breaking off and falling down to the elevation of the Yeopim River.
Since the Lot was platted, 163 sq ft of uplands have been lost to erosion (24.5
sq ft/yr); 48 cu yds of upland soil have been lost (7.3 cu yds/yr); and the
escarpment has receded 3.1-ft on average along the escarpment (0.46 ft/yr).
This shoreline along the Yeopim River is a high energy shoreline where winds
cross an open fetch of water ranging from approximately 0.9 miles when
blowing from the east-northeast, 0.7 miles when blowing from the northwest,
and a minimum of approximately 0.3 miles when blowing from the north. This
shoreline is sheltered by land when winds range from the northwest, counter-
clockwise, to the east-northeast.
Soils:
Information available from the USDA indicates only two distinct soil types on
this Lot. One is a hydric soil type: Roanoke Silt Loam (Ro). This soil type
comprises approximately 97.6% of the Lot and extends from the southern
boundary to within 65-ft of the shoreline along the western property line, and
to within approximately 100-ft of the shoreline along the eastern property line.
Within the band between the shoreline and the landward termination of the
Roanoke Silt Loam, the soil is indicated to be Dogue Fine Sandy Loam. The
Dogue Fine Sandy Loam is not a hydric soil type, and in the area of proposed
development along the Yeopim River only this soil type is indicated to exist.
Hydrology:
The hydrology of the project area varies by soil type. The area of Roanoke Silt
Loam soil is 0 to 12 inches above the water table under normal conditions.
The area having Dogue Fine Sandy Loam is normally 18 to 36 inches above
the water table.
2

RECEIVED
JUN 1 8 2021
DCM-EC
The Dogue Fine Sandy Loam soil in the area of proposed development is
considered to be moderately well -drained, having a capacity of its most
limiting layer to transmit water (Ksat) listed as moderately high (0.20 to 0.57
in/hr), and a depth to restrictive features of more than 80 inches. It is listed as
having a high water capacity of about 9.3 inches. A typical profile is listed as:
Fine Sandy Loam 0 — 8 inches; Clay Loam 8 - 66 inches; Sandy Loam 66 — 80
inches.
The Roanoke Silt Loam soil is considered to be poorly -drained, having a
capacity of its most limiting layer to transmit water (Ksat) listed as very low
to moderately high (0.00 to 0.20 in/hr), and a depth to restrictive features of
more than 80 inches. It is listed as having a high water capacity of about 9.2
inches. A typical profile is listed as: Silt Loam 0 — 8 inches; Clay Loam 8 - 13
inches; Clay 13 — 58 inches; Fine Sandy Loam 58 — 80 inches.
Drainage from the portion of this tract that exists to the north of the gravel
Flagship Court road is conveyed to the Yeopim River by sheet flow across the
downslopes leading to the wetland area near the center of the Lot's shoreline.
Drainage from the portion of this tract that exists to the south of the gravel
Flagship Court road is conveyed to the Yeopim River by sheet flow along
gradual downslopes to a natural wetland drainage located approximately '/
mile to the east of the Subdivision.
The Normal Water Level of the Yeopim River appears, from vegetative
growth visible on tree buttresses and root mats, to vary by 12 to 16 inches in
response to seasonal wind direction. Strong, sustained, seasonal winds likely
cause temporary excursions of the water level two to three feet above and
below the Normal Water Level.
Section 404 Wetlands:
A 404 wetland delineation has not been conducted for this tract. However, an
assessment has been made for the presence of any such wetlands within the
area where the shoreline protection development is proposed. A moderately
sized area (aprox. 2438 sq ft) of 404 wetlands exists that drains to the Yeopim
River near the center of the Lot. These wetlands consist of a variety of
vegetation, notably Juncus effuses, Carex stipata, Arundinaria gigantea, and
Taxodium distichum. The proposed Bulkhead alignment does not border these
wetlands, and terminates along the shoreline to the west of where these
wetlands are encountered.
Earlier plats of this subdivision reflect an area of wetlands of approximately
6,865 sq ft just to the south of the gravel Flagship Court road cul-de-sac. The
area depicted approximates an area shown on wetland maps to be a
bottomland hardwood swamp. However, by onsite examination, this area did
not appear to be 404 wetlands, did not exhibit the characteristics of
bottomland hardwood swamps typical in this part of North Carolina, and
appeared to be a part of previously managed sylviculture with no indications
of altered drainage.
3

MN 102021
Dt :M-EC
Coastal Wetlands:
No NC Coastal Wetlands were identified on this Lot. However, along the
shoreline, approximately 6-ft east of the Lot's eastern property line, a small
stand of Coastal Wetlands was observed consisting of cat -tail (Typha, spp.).
Uplands:
Upland vegetation in areas under sylviculture consist predominantly of
Loblolly pine (Pinus taeda), which forms most of the canopy. An understory
of deciduous trees exists, which consists primarily of Sweet gum
(Liquidambar styraciflua). Other trees in the understory include a variety of
oaks, most notable White oak (Quercus alba), Water oak (Quercus nigra), and
Swamp Chestnust oak (Quercus michauxi). The understory is occupied fairly
sparsely by a variety of shrubs, small trees, vines and grasses, most notably
Wax Myrtle (Myrica cerifara), American beautyberry (Callicarpa americana),
Giant cane (Arundinaria gigantea), Catbriar (Smilax glauca), and Muscadine
grape (Muscadinia rotundifolia). Other areas not under cultivation include
meadow grasses (Various), a few Loblolly pine (Pinus taeda), Sweet gum
(Liquidambar styraciflua), along the shoreline Bald cypress (Taxodium
distichum), and Wax myrtle (Myrica cerifera).
Waters:
The waters, from the source of the Yeopim River to the Albemarle Sound, are
classified by NC Division of Water Quality as SC waters. This includes the
waters along the project site. These waters are outside any primary or
secondary nursery areas. The waters along the project site adjoining the
Yeopim River are Inland Waters subject to the jurisdiction of the Wildlife
Resources Commission.
While the waters adjoining this tract lie outside any Primary or Secondary
Nursery Areas, they are designated as an inland Anadromous Fish Spawning
area. The waters adjoining the project site are also included within the Striped
Bass Management Area. The waters adjoining the project site lie
approximately 0.35 miles upstream and outside of the River Herring
Management Area. These waters have been designated by the NC Shellfish
Sanitation Commission to be prohibited areas for shellfish harvesting.
Submerged Aquatic Vegetation (SAV):
In that this Permit seeks only limited in -water development no specific effort
was made to assess the entire nearshore areas for SAV. However, on 4/6/2021,
the footprint of the proposed pier and platform was raked continuously from
shoreline to 165-ft offshore to detect the presence of any SAV. None of the
raked samples brought any evidence of SAV to the surface, with the exception
of a single sample located approximately 70-ft water -ward of the shoreline,
from a depth of approximately 2.5 feet. This revealed a single short
(approximately 1.5-in) thin, white root, with a single, very small, heart -
shaped, green leaf. This leaf shape is atypical of any SAV know to grow in or
near the Albemarle Sound, but could possibly have been an immature sprout
4

of Redhead Grass (Potamogeton perfoliatus). It seems more likely that this
was a sprouted seed from uplands that had made its way into the water.
The entire shoreline of the property was walked, and the water examined out
to a distance of approximately 5-ft water -ward of the shoreline for the
presence of SAV. None were detected.
The Secchi depth for the areas examined was 0.7 meters (2.2-ft).
RECEIVED There were no beds of SAV detected, nor any rooted SAV plants associated
with the proposed docking structures, or in the vicinity of the proposed
JUN 1 0 2021 bulkhead sections.
DCM-EC
Historical -Archaeological:
No Historical/Archaeological sites within the development area are indicated
on the location maps retained by the NC Division of Coastal Management.
There is one site, C038, located approximately 0.25 miles to the east of the
development area near the Yeopim River, and another site, C044, located
approximately 1.0 miles to the west, on the west side of Middleton Creek near
its confluence with Burnt Mill Creek.
Species of Concern:
In Chowan County, five vertebrate species of concern are listed by the US
Fish and Wildlife Service and the National Marine Fisheries Service, and one
vascular plant. Three of the vertebrate species are listed as Endangered. These
are the Atlantic Sturgeon (Acipenser oxyrinchus), the Shortnose Sturgeon
(Acipenser brevirostrum) and the West Indian manatee (Trichechus manatus).
These species could be present in this area, but no reports of any sightings
have been found. One of the vertebrate species is listed as Threatened. This is
the Red Knot (Calidris canutus rufa). This species could be present in this
area, but no reports of any sightings have been found. One of the vertebrate
species listed is the Bald eagle (Haliaeetus leucocephalus), and it is a
protected species under the Bald and Golden Eagle Protection Act. This
species is known to be present in the area, and has been reported to be seen
flying in the vicinity, with a nest sighted within approximately %-mile of the
development site. There was no nesting habitat for this specie observed in the
immediate area of proposed development.
The vascular plant listed is Raven's seedbox (Ludwigia ravenii), and is
classified as an At Risk Specie. This plant was not observed during the site
evaluation and its typical habitat of peat soils and bogs make it unlikely that it
exists within the area of proposed development.
It is unlikely that the proposed development will have any impacts on the
identified species of concern.
5

DEVELOPMENT: Proposed New as Part of this Permit Application:
Bulkhead: A 50-ft long wooden lap or sheet -pile bulkhead of 12 to 18 inch
width, with return walls on each end of the bulkhead, each of approximately
15-ft length.
RECEIVED
J U N 1 8 2021
DCM-EC
UTILITIES
Retaining Wall: A 260-ft in length (118-ft within the Coastal Shoreline AEC)
wooden lap or sheet -pile retaining wall of 12 to 18 inch width.
Walkway: A 121-ft long (32-ft within the Coastal Shoreline AEC), pile -
supported walkway of 641 width, elevated a minimum of 3-ft above wetland
substrate, connecting uplands to pier at shoreline.
This project, in addition to the proposed erosion control bulkhead, retaining
wall, and walkway, includes proposed development of a pier, with a single
boat slip, and a swim platform within waters of the State of North Carolina,
including attachment to State bottom beneath the waters. The project as
proposed is in compliance with the N. C. environmental Policy Act (N.C.G.S.
113A 1-10).
Pier: A pier of 193-ft in length and 641 wide, extending approximately from
the shoreline at the center line of the property.
Boat Slip: A single boat slip, adjacent to the pier, to accommodate a boat
length of 2441, with 2 mooring piles located approximately 9-ft off of the pier.
Swim Platform: A swim platform is to be constructed of approximate
dimensions of 20-ft by 20-ft. This platform will be located at the end of the
pier, extending landward from the pier's 193-ft length.
Existing:
Prior development includes only the buried power utilities and the gravel
Flagship Court cul-de-sac that terminates just inside the western boundary of
the property, constructed previously by the land developer.
Wastewater:
Wastewater handling is not currently provided, but future residential
development would utilize onsite septic tank, pump and leach field.
Potable Water:
Potable water is not currently provided, but future residential development
would utilize a private, onsite well.
Power:
Power is provided through connection to buried subdivision utilities.
Telephone:
No telephone utilities are currently available. Telephone is through cellular
service.
6

IMPACTS
RECEIVED
JUN102021
DCM-EC
Project development under this Permit application seeks no new impervious
surface, other than of the limited impacts of the proposed bulkhead and
retaining wall (297 sq ft). Overall project development involves the following
impacts:
Pier, Walkway, and Swim Platform: Built -upon area within the Coastal
Shoreline AEC will result in an increase of 194 sq ft as a result of the
walkway to connect to the pier. Shaded area over 404 wetlands will increase
by 348 sq ft as a result of the walkway connection to the pier. Shaded area
over the Yeopim River will increase by 1427 sq ft (Pier — 1,038 sq ft; Swim
Platform — 400 sq ft). Driving of pilings will result in minor, temporary
acoustic shocks within the water column. Driving or jetting of pilings will
result in minor, temporary turbidity in the water column. No shading of SAV
beds is anticipated from the Pier and Swim Platform.
Bulkhead: Bulkhead backfill will fill 52 sq ft of the Yeopim River. Driving of
pilings and sheet -piles will result in minor, temporary acoustic shocks within
the water column. Driving or jetting of pilings and sheet-piles/boards will
result in minor, temporary turbidity in the water column. Placement of
bulkhead tiebacks and grading of uplands to slope to the top of the bulkhead
will result in soil disturbance of approximately 1,171 sq ft.
Retaining Wall: Placement of retaining wall, tiebacks and grading of uplands
to slope to the top of the wall will result in soil disturbance of 3,604 sq ft.
Access: Access for equipment and materials is available through the tract to
the Areas of Environmental Concern in the vicinity of the proposed
development without crossing any Section 404 wetlands or coastal wetlands.
AVOIDANCE AND
MIMIMIZATION Applicant seeks to provide boat and swimming use, along with mooring
capacity on this lot with a pier, and swim platform. Location and alignment of
these structures has been selected based on no observed presence of SAV
beds, but both location and alignment can be shifted to avoid SAV beds if
present at the time of structure construction. Shading impacts are minimized
by keeping pier width, and platform areas to not exceed that allowed under the
Rules of the Coastal Resources Commission under General Permits. Walkway
to connect the pier to uplands and the over -water pier will be constructed with
a minimum height of 3-ft above all wetland substrates and the NWL of the
Yeopim River to minimize shading effects.
Applicant seeks to provide erosion protection along the unprotected shoreline
adjoining the Yeopim River through the construction of pile -supported
wooden, and/or vinyl sheet -pile bulkheads. Sedimentation and erosion control
during construction will be provided by construction sequence, with bulkhead
construction being completed, where possible, prior to disturbance of
adjoining uplands to provide backfill. In addition, construction of bulkheads
7

ATTESTATIONS
AND REQUESTS
RECEIVED
JUN182021
DCM-EC
will include the placement of filter cloth along the landward side of the
bulkhead structures, extending landward a minimum of 6 feet from the
exposed bottom of the bulkhead. If jetting of bulkhead components is utilized,
additional erosion protection will be provided in the form of silt fence and/or
turbidity curtain as may be appropriate. If disturbance of uplands landward of
the bulkhead alignment is necessary before the bulkhead is in place, temporary
silt fence will be placed as needed. Stabilization of adjoining uplands will be
addressed by providing seeding of the disturbed areas at the completion of the
land disturbance.
Applicant seeks to enhance erosion protection and stabilization of uplands
through the construction of a pile -supported wooden, and/or vinyl sheet -pile
retaining wall in an alignment no less than 4-ft landward of the 404 wetland
areas. If disturbance of uplands landward of the retaining wall alignment is
necessary before the wall is in place, temporary silt fence will be placed as
needed. Stabilization of adjoining uplands will be addressed by providing
seeding of the disturbed areas at the completion of the land disturbance.
The Project proponent hereby certifies that all information contained herein is
true, accurate, and complete to the best of my knowledge and belief.
The Project proponent hereby requests that the certifying authority review and
take action on this CWA 401 certification request within the applicable
reasonable period of time.
Sincerely,
Ted Sampson
Environmental Consultant
8

/r
r
roe
^�
0
1
9:TT
n '
7.
Lfl
N
raa-
N
salIW
ItSZIT b.
L 0
-"ri
5.1:1tO T_T
4 S
T L
1a 4
'9 /0
°1!S
luawdolanao
02-vucj
IZOZ 9 I Sdd
OBAIBoa�j
b
ce
tu!doaf,
zaoda!V
-Nob uJalsceq oN
.. I
tiOTT;
At.••-11.171%!.
-o
i. sv
9ZL .tr 'clod
NOT.LN3O3
t
)jaoaueH
QTET
QTCT
•aanlel w!doeA eta 6uole `ljal ay; of 11-00V A!alew!xoadde s! alp luawdolenap ayl pue `payoeaa s! oes-ap-lno e `sapw sc•0 aauy •lanoa d!4s6eid auto 146u wnl pue saw gz•0 ioj ypou eta of aniaa d1ys6e1A
6uIM0!10J anunuoa -ua! wnl pue urtoa pooMileal yl!M antra dl4s6eld jo uo!loesaalu! of lsea of sapw Z'0 paaooad •antra d!gs6eld quo 146u wnl pue ylaou of sapw Z•6 paaooad peon pueisi sues oluo l}ai
uanl pue `sapw gz ao; lseaylnos-isee paaooad 'l;al wnl pue `(peod lu!od spuowwrua) 00 6 !. peod alelg jo uopoesaalu! of sapw g•0 Jo; ylnos paaooad •2469 wnl pue '(peol! w!doeA) Zo.6 peod{ ems
to uo!loasaalu! of sapw L• 6 paaooad •1y6u wnl pue `(peod! >loaN >iolyl) 1,06 L peod ems of sapw z•p ao; 6 AeMy5IH uo iseaylaou paaooad `uolloesaalu! zz Aene!H pue L6 AeMy6iH s,uoluep9 woad

.CN NP 1
RECEIVED
APPLICATION for
Malor Dovelspment Pormlt
(last revised 12/27106)
APR 1 6 2021
DCM-EC
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
Vonada Family Trust
Project Name (if applicable)
Shoreline Protection & Pier Development
Applicant 1: First Name
Andrew
MI
L
Last Name
Vonada
Applicant 2: First Name
Cathleen
MI
M
Last Name
Vonada
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
8702 Bradgate Road
PO Box
City
Alexander
State
VA
ZIP
22308
Country
USA
Phone No.
703 - 300 -1858 ext.
FAX No.
- -
Street Address (if different from above)
City
State
ZIP
Email
[e-mail] [e-mail]
2. Agent/Contractor information
Business Name
Sampson Contracting, Inc.
Agent/ Contractor 1: First Name
Theodore
MI
J
Last Name
Sampson
Agent/ Contractor 2: First Name
MI
Last Name
Mailing Address
125 Hunters Trail West
PO Box
City
Elizabeth City
State
NC
ZIP
27909
Phone No. 1
252 - 548 - 4292 ext.
Phone No. 2
252 - 331 - 2447 ext.
FAX No.
866 793 4261
Contractor #
Street Address (if different from above)
City
State
ZIP
Email
<Form continues on back>
2v
jti —fit A6i%() A
v i EJ YG'. YF is t.: i)F) n 4:i ;. ;i :. j:"ti'Y7

Form DCM MP-1 (Page 2 of 4)
RECEIVED
APPLICATION for
Major Development Permit
3. 'Project Location Ara 1 6 ilia
County (can be multiple)
Chowan
Street Address
268 Flagship Court
-
DCM-EC
State Rd. #
Subdivision Name
Fares at Riversound
City
Edenton
State
NC
Zip
27932
Phone No.
- - ext.
Lot No.(s) (if many, attach additional page with list)
42, ,
a. In which NC river basin Is the project located?
Pasquotank
b. Name of body of water nearest to proposed project
Yeopim 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.
Albemarle Sound
Natural ■ Manmade • Unknown
e. Is proposed work within city limits or
planning jurisdiction?
f. If applicable, fist the planning jurisdiction or city limit the proposed
work fags within.
Chowan County
•Yes EM No
4. Site Description
a. Total length of shoreline on the tract (ft.)
215
b. Size of entire tract (sq.if.)
547,982
c. Size of individual lot(s)
547,982
(If many lot sizes, please attach additional page with a list)
d. Approximate elevation of tract above NHW (normal high water) or
NWL (normal water level)
8-ft ■NHW or w NWL
e. Vegetation on tract
Meadow grasses (Various), Loblolly pine (Pinus taeda), Sweet gum (Liquidambar styraciflua), Bald cypress
(Taxodium distichum), White oak (Quercus alba), Water oak (Quercus nigra), Swamp chesnut oak (Quercus michauxi),
Wax myrtle (Myrica cerifera), American beauty berry (Callicarpa americana), Giant cane (Arundinaria gigantea), Catbriar
(Smilax glauca), Muscadine grape (Muscodinia rotundifolia), Awlfruit sedge (Carex stipata) and Soft rush (Juncus effusus).
f. Man-made features and uses now on tract
Gravel roadway/cul-de-sac, and residential utilities.
g. Identify and describe the existing land uses tidjl/cent to the proposed project site.
10.35 acre undeveloped residential lot to west under silvaculture; 10.35 developed residential lot to east with house,
garage, outbuilding, pier and boathouse; 10.05 acre undeveloped residential lot to south under silvaculture.
h. How does local govemment zone the tract?
CU-R25
i.
Is the proposed project consistent with the applicable zoning?
(Attach zoning compliance certificate, If applicable)
Yes ■No DNA
j. Is the proposed activity part of an urban waterfront redevelopmentproposal?
■ Yes No
k. Has a professional archaeological assessment been done for the tract?
If yes, by whom?
It yes, attach a copy. ■ Yes _i No ■ NA
I. Is the proposed project located in a National Registered Historic District
National Register listed or eligible property?
or does it involve a ❑Yes No • NA
<Form continues on next page>
252.808•2908 :; 1.880-4RCOAST ., www.nocoastalmanagement.net

Form DCM MP-1 (Page 3 of 4)
APPLICATION for
Major Development Permit
m. (i) Are there wetlands on the site?
(11) Are there coastal wetlands on the site?
(iii) If yes to either (i) or (il) above, has a delineation been conducted?
(Attach documentation, if available)
®Yes
• No
®No
e. No
IN Yes
■Yes
n. Describe existing wastewater treatment facilities.
None.
RECEIVED
APR 1 6 2021
o. Describe existing drinking water supply source.
None.
DCM-EC
DCM-EC
p. Describe existing storm water management or treatment systems.
N/A
5. Activities and Impacts
a. Will the project be for commercial, public, or private use? ■ Commercial ■ Public/Govemment
OPrivate/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
Project will protect lots exposure to Yeopim River from ongoing erosion with a bulkhead along eroding escarpment and a
retaining wall landward of wetlands, and provide a private, non-commercial, boat docking and swim platform capacity in
support of traditional waterfront residential uses.
c. Describe the proposed construction methodology, types of construction equipment to be used during construction, the number of each type
of equipment and where it is to be stored.
Protect wetlands and shoreline waterward of bulkhead with silt fence and/or turbidity curtain; grade/excavate uplands with
excavator to facilitate bulkhead construction; set bulkhead piles and sheet piles with excavator equipped vibratory
hammer, and or water jet; set pier and swim platform piles with barge mouted vibratory hammer and/or water jet; construct
pier, platform and walkways; finish grade and seed disturbed areas; store equipment on uplands when not in use.
d. List all development activities you propose.
Construct shoreline protection bulkhead with retum walls; grade uplands to height of bulkhead; construct walkway, pier
and swim platform; construct retaining wall landward of wetlands.
e. Are the proposed activities maintenance of an existing project, new work, or both? New work.
f. What is the approximate total disturbed land area resulting from the proposed project? 5442 ®Sq.Ft or lit Acres
g. Will the proposed project encroach on any public easement, public accessway or other area _Yes • No • NA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
No existing discharges; no proposed discharges .
I. Will wastewater or stormwater be discharged into a wetland? ■Yes H No DNA
If yes, will this discharged water be of the same salinity as the receiving water? ■ Yes • No .r NA
j. Is there any mitigation proposed? • Yes No DNA
If yes, attach a mitigation proposal.
<Form continues on back>
t-
252.808-2808 .. 1-888-4RCOASY .. www.ncc:oastaltnanagoment.net

Form DCM MP-1 (Page 4 of 4)
APPLICATION for
Major Development Permit
6. Additional Information '
In addition to this completed application form, (MP-1) the following items below, if applicable, must be submitted in order for the application
package to be complete. items (a) — (0 am 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 nartative.
b. An accurate, dated work plat (including plan view and cross -sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed.
c. A site or location map that is suftidentiy detailed to guide agency personnel unfamiliar with the area to the site.
d. A copy of the deed (with state application only) or other Instrument under which the applicant claims title to the affected properties.
e. The appropriate application fee. Check or money order made payable to DENR.
f. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such
owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in
which to submit comments on the proposed project to the Division of Coastal Management.
Name Leslie L. & Patricia F. Kersey Phone No.
Address 3065 Conners Drive, Edenton, NC 27932-9484
Name MOD, LLC Phone No.
Address 4505 Dalton Drive, Chevy Chase, MD 22015 301-652-8958
Name Phone No. -
Addresa - - -' -
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permlttee, and issuing dates.
126-09 Amended 05/0815 to-Yeopim Partners, LLC 126-09 Modified 11/07/18 to Yeopim Parsers, LLC
h. Signed consultant or agent authorization fonm, if applicable.
i. Wetland delineation, if necessary.
j. A sighed AEC hazard notice for projects in oceanfront and inlet areas. (Mud be signed by property owner)
k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1-10), if necessary. If the project involves expenditure
of public funds or use of public lands, attach a statement documentingcompliance with the North Carolina Environmental Policy Act.
7. Certification and Permission to Enter on Land
I understand that any permit issued in response to this application will allow only the development described in the application.
The project will be subject to the conditions and restrictions contained in the permit.
I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to
enter on the. aforementioned lands in connection with evaluating information related to this permit application and follow-up
monitoring of the project.
I further certify that the information provided in this application is truthful to the best of my knowledge.
Date February 1, 2021 Print Name Theodore Sampson
Signature
Please indicate application attachments pertaining to your proposed project.
DCM MP-2 Excavation and Fill Information ❑DCM MP-5 Bridges and Culverts
®DCM MP-3 Upland Development
®DCM MP-4 Structures Information
3.iRfcri

RECEIVED
Form DCM MP-2
EXCAVATION and FILL
(Except for bridges and culverts)
APR 1 6 2021
DCM-EC
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
Describe below the purpose of proposed excavation and/or fill activities. All values should be given In feet.
Access
Channel
(NLW or
NWL)
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
Breakwater
Other
(excluding
shoreline
stabilization)
Length
Width
Avg. Existing
Depth
NA
NA
Final Project
Depth
NA
NA
1. EXCAVATION
®This section not applicable
a. Amount of material to be excavated from below NHW or NWL in
cubic yards.
b. Type of material to be excavated.
1-
c. (I) Does the area to be excavated include coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (AIL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV _ ❑SB
OWL _ ❑None
(11) Describe the purpose of the excavation In these areas:
d. High -ground excavation In cubic yards.
2. DISPOSAL. OF EXCAVATED MATERIAL ®This section not applicable
a. Location of disposal area.
c. (i) Do you claim title to disposal area?
❑Yes ❑No DNA
(ii) If no, attach a letter granting permission from the owner.
e. (i) Does the disposal area include any 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 disposal in these areas:
b. Dimensions of disposal area.
d. (i) Will a disposal area be available for future maintenance?
❑Yes ❑No DNA
(ii) If yes, where?
f. (i) Does the disposal Include any area In the water?
❑Yes ❑No DNA
(ii) If yes, how much water area is affected?
252-808-2808 :: 1,888-4RRCOAST :: wwwmcco tstaimanagement.nef revised: 12/26/06

Form DCM MP-2 (Excavation and Fill, Page 2 of 2)
RECEIVED
3. SHORELINE STABILIZATION
(lf development is a wood groin, use MP-4— Structures)
['This set ioh np[lt ble
a.
Type of shoreline stabilization:
®Bulkhead ❑Riprap ❑Breakwater/Sill ❑other:
_ ...: b. ' Length::"50 $
Width:
c. Average distance waterward of NHW or NWL: +0.2 ft (Waterward)
e. Type of stabilization material:.
Vinyl Sheetpile or Treated Wood Lap
g. Number of square feet of fill to be placed below water level.
Bulkhead backilil 1. Riprap _
Breakwater/Sill Other
I. Source of fill material.
From grading of uplands.
d. Maximum distance waterward of NHW or NWL: +=5 ftCM_EC
f. (i) Has there been shoreline erosion during preceding 12
months?
®Yes ❑No DNA
(ii) If yes, state amount of erosion and source of erosion amount
information.
By comparison with platted riverbank line of 4/25/2014: 163 sq ft of
uplands (24 sq ft/yr); 48 cu yds of uplands (7.2 cu yds/yr); erosion
escarpment retreated by 3.1-ft (0.46 ftfyr).
h. Type of fill material.
Upland sand/soil
4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization)
OThis section not applicable
a. (i) W0 fill material be brought to the site? ❑Yes ❑No
If yes,
tii) Amount of material to be placed in the water
(iii) Dimensions of fill area _
(iv) Purpose of fill
DNA
b.
0) Will till material be placed In 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
(ii) Describe the purpose of the fill in these areas:
5. GENERAL
a.
How will excavated or fill material be kept on site and erosion
controlled?
Fill material will be placed behind constructed bulkhead; final slope
(not steeper than 3:1) will be seeded.
c. (1) WO navigational aids be required as a result of the project?
❑Yes 22No DNA
(ii) If yes, explain what type and how they will be implemented.
b.
What type of construction equipment will be used (e.g., dragline,
backhoe, or hydraulic dredge)?
Excavator, vibratory hammer, water pump and Jetting wand,
barge.
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.
February 1,2021
Date
Shoreline Protection & Pier Development
Project Name
Vonada Family Trust
Applicant Name
Applicant Signaturure (Theodore Sampson - Agent)
7 2.808-2308:: , Si . -n.. a�, nrant.ae=t

RECEIVED
Form DCM MP-3
UPLAND DEVELOPMENT
(Construction and/or land disturbing activities)
APR 162021
DCM-EC
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
GENERAL UPLAND DEVELOPMENT
a. Type and number of buildings, facilities, units or structures
proposed.
N/A
c. Density (give the number of residential units and the units per
acre).
N/A
e. If the proposed project will disturb more than one acre of land, the
Division of Land Resources must receive an erosion and
sedimentation control plan at least 30 days before land -disturbing
activity begins.
(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:
9.
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.
Built Upon: 8.6% (Bulkhead, Ret. Wall & Walkway);
Impervious 5.2% (eulkr -ad & Ret. Wall)
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.
Built -Upon: 0.09% (Bulkhead, Ret. Wall & Walkway);
Impervious: 0.05% (Bulkhead & Ret. Wall)
j. Describe proposed method of sewage disposal.
Septic tank, pump and leach field.
I. Describe location and type of proposed discharges to waters of the
state (e.g., surface runoff, sanitary wastewater, Industrial/
commercial effluent, 'Wash down" and residential discharges).
None
b. Number of lots or parcels.
1
d. Size of area to be graded, filled, or disturbed including roads,
ditches, etc.
5,405 sq. ft.
f. List the materials (such as marl, paver stone, asphalt, or concrete)
to be used for impervious surfaces.
N/A
h. Projects that require a CAMA Major Development Permit may also
require a Stormwater Certification.
(i) Has a site development plan been submitted to the Division of
Water Quality for review?
❑Yes ❑No ®NA
(ii) If yes, list the date submitted:
k. Have the facilities described in Item (i) received state or local
approval?
❑Yes ❑No ®NA
If yes, attach appropriate documentation.
m. Does the proposed project include an innovative stormwater
design?
❑Yes ❑No ®NA
If yes, attach appropriate documentation.
252-6n8.28082 :: 1-888.4RCOAST :: twvw.eeccoastaimaet
ont.net revised: 12126106

Form DCM MP-3 (Upland Development, Page 2 of 2)
m. Describe proposed drinking water supply source (e.g., well,
community, public system, etc.)
Private onsite well.
o. When was the lot(s) platted and recorded?
06/17/2015
n. (i) Will water be impounded? OYes ONO DNA',
(ii) If yes, how many acres?
..; 1..„;
p. If proposed development Is a subdivision, WII additional utilities be
installed for this upland development?
OYes ONo NINA
February 1, 2021
Shoreline Protection & Pier Development
Project Naito
Vonade Family Trust
Applicant Name
Applicant Signature (Theodore Sampson - Agent)
RECEIVED
APR 1 6.2021
DCM-EC
2524108-2808 ;1 -338-4RC,Ci AST :1 ,rwro coastM or 9n ggement met revised: 122606

Form DCM MP-4
STRUCTURES
(Construction within Public Trust Areas)
RECEIVED
MAY 17 20
DCM-EC
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
1. DOCKING FACILITY/MARINA CHARACTERISTICS ❑This section not applicable
a. (i) Is the docking facility/marina: b. (i) Will the facility be open to the general public?
❑Commercial ❑Public/Government EPrivate/Community ❑Yes igiNo
c. (I) Dock(s) and/or pier(s) d. (i) Are Finger Piers included? Yes ONo
(ii) Number 1 If yes:
(Hi) Length 1g3-ft (ii) Number
(iv) Width (iii) Length
(v) Floating ❑Yes ONo (iv) Width
(v) Floating ❑Yes FNo
e. (i) Are Platforms included? ®Yes ❑No f. (i) Are Boatlifts included? ®Yes ❑No
If yes: if yes:
(ii) Number j (ii) Number _1_
(iii) Length 22fi (Ill) Length 24-ft
(iv) Width 20-ft (iv) Width �$
(v) Floating ❑Yes No
Note: Roofed areas are calculated from dripiine 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
®Open water; no dredging required
❑Other, please describe:
h. Check all the types of services to be provided. N/A
❑ 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).
mixed types
k. Typical boat length: 24-ft I. (i) Will the facility be open to the general public?
❑Yes ®No
m. (i) Will the facility have tie pilings?
®Yes ❑No
(ii) If yes number of tie pilings?
2
252.800.200B :: 1-106-4RCOA ST :: www.nc_coastalman_1yer_nent,net revised: 12/27/06

Porn DCM MP-4 (Structures, Page 2 of 4)
2. DOCKING FAC/LIW//MAR►NA OPERATIONS
a. Check each of the following sanitary facilities that will be included in the proposed project.
❑ office Toilets
❑ Toilets for patrons; Number Location:
❑ Shower;
❑ 8oatholding tank pumpout; Give type and location:
b.. Describe treatment type and disposal location for all sanitary wastewater:
c. Describe the disposal of solid waste, fish offal and trash.
d. How will overboard discharge of sewage from boats be controlled?
e. (i) Give the location and number of 'No Sewage Discharge' signs proposed.
(II) Give the location and number of Pumpout Available' signs proposed.
f. Describe the special design, if applicable, for containing industrial type pollutants, such as paint sandblasting waste and petroleum products.
g. Where will residue from vessel maintenance be disposed of?
h
Give the number of channel markers and 'No Wake' signs proposed. _
i. Give the location of fuel -handling facilities, and describe the safety measures planned to protect area water quality.
j. What will be the marina policy on ovemight and live -aboard dockage?
k. Describe design measures that promote boat basin flushing?
I. If this project Is an expansion of an existing marina, what types of services are currently provided?
m. Is the marina/docking facility proposed within a primary or secondary nursery area?
❑Yes ❑No
252-808.2808 :: 1.888.4fkCOAST :: www.nccoastaimanagement.net revised: 12/27/08

Form DCM MP-4 (Structures, Page 3 of 4)
n. Is the marina/docking facility proposed within or adjacent to any shellfish harvesting area?
❑Yes ❑No
o. Is the manna/docking facility proposed within or adjacent to coastal wetlands/marsh (CW), submerged aquatic vegetation (SAV), shell bottom
(SB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected.
❑CW _ ❑SAV _ ❑SB
OWL ❑None
p. Is the proposed marina/docking facility located within or within close proximity to any shellfish leases? ❑Yes ❑No
If yes, give the name and address of the leaseholder(s), and give the proximity to the lease.
3. BOATHOUSE (including covered lifts)
®This section not applicable
a. (i) Is the boathouse structure(s):
❑Commercial ❑Public/Government ❑Private/Community
(ii) Number _
(iii) Length _
(iv) Width
Note: Rooted areas are calculated from dripline dimensions.
4. GROIN (e.9., wood, sheetpie, 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.)
NThis section not applicable
a. Length
c. Maximum distance beyond NHW, NWL or wetlands
b. Average distance from NNW, NWL, or wetlands
6. MOORING PILINGS and BUOYS
®This section not applicable
a. Is the structure(s):
❑Commercial ❑Public/Government ❑Private/Community
0 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.)
RECEIVED
MAY 7 2021
DCM—EC
252-808-2808 :: 9.888•ARCDAST :: www.nccoastaimnnagement.net revised: 12/27/06

Form DCM MP-4 (Structures, Page 4 of 4)
a. Proximity of structure(s) to adjacent riparian property lines
75-ft west end platform to west riparian line;
75-ft east end platform to east riparian line
Note: For buoy or mooring piling, use am of swing including length
of vessel.
c. Width of water body
0.34-mile
e. (I) Will navigational aids be required as a result of the project?
[Yes • I No DNA
(ii) If yes, explain what type and how they will be implemented.
b. Proximity of structure(a) to adjacent docidng facilities.
212-ft on adjacent lot to east; 704-fi on 5th lot to west
d. Water depth at waterward end of structure at NLW or NWL
5.8-fl NWL
a. Give complete description:
Date.._.. -:.....
Shoreline Protection & Pier Development
Project Name
Vonada Family Trust
APDi'eetit Nana
/{lJs+rs
Applicant Signature _.(Theodore Sampson - Agent)
_
l=
252-808-2808 ;: i-888-4RCOAST :: www.nccoastalmanagement.net revised: 12127/06

Filed 08/09/2016 tt 16a1 AM
Lynn C. Giltiard, Register of Deeds
Chowan County. NC
Revenue Tax:5310.00
land Transfer Tax: Si 550.00
NORTH CAROLINA GENERAL WARRANTY DEED
Excise Tax: $310
RECEIVED
APR 1 6 2021
DCM-EC
Parcel identifier So. 784300784720 Verified by l-`Yitl County onihe'7`�'day ofittjy .,-,.2011p
By:
Mail/Box to: liugh 1. Franklin. Attorney at Law 194'11-A Liveryool Parkway,,,c(n i g ...NC2Q031
This instrument was prepared by: Hugh 1. Franklin. Attorney at Law 1941I-A Liverpool Parkway Cornelius NC 28011
Brief description for the Index: LOT 42RiverSoutd Phase 11.
THIS DEED mode this 1f1 day of
August
2016 . by and between
GRANTOR
Yeopim Partners, LLC
19421 Liverpool Parkway
Cornelius, NC 28031
GRANTEE
Andrew L. Va ada and and Cathleen M. Vonada,
as co -Trustees of THE VONADA FAMILY TRUST,
U/A dated June 3, 2013
8702 Bradgate Road
Alexander, VA 22308
Enter in appropriate block for each Ceantor and Grantee: name, nmi ing address. and. if appropriate. character of entity. e.g.
corporadon or partnership.
The designation Grantor and Grantee as used herein shall include said patties. their heirs. successor. and assigns, and shall include siaguiar.
plural. masculine. feminine or neuter as required by contest.
WITNESSEfH, that the Grantor. for a valuable consideration paid by the Grantee. the receipt of which is hereby acknowledged. has loci by
these presents does grant, bargain. sell and convey unto the Grantee in fee simple. all that certain lot. panel of land or condominium unit
situated in the City of Edenton Township. __....._ ___CAR%AIL _..._ County.
North Carolina and more particularly described as follows:
See Exhibit A attached hereto and incorporated herein by reference
The propeny hereinabove described was acquired by Grantor by instrument recorded in Book __A¢L_ page __ 661 __•
All or a portion of the property hereia conveyed _ includes or.X_ does not include the primary residence of a Grantor.
A mop showing the above described pmpeny is recorded in Plat Book ,..._2 .., page _,, 74H ...
Pape t et2
NC ear AtaMzee form No. 3 01976. Raised 01977. 21302. 2013 This iwWmd ran ins bra scnuwd hl
Primed t) Areetntm wlrh the NY: aer Mule - 19a 1 North Cretin Bar Anatiru.,o - NC Bat En No. 3

Book 488
Page 84
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances thereto belonging to the Grantee in lee
slack.
And the Oraata covenants with the Grantee. that Grantor is seized of the premises in fee simple. has the right to convey the same in fee
simple, that title is marketable and free and clear of all encumbrances. and that Gnuttor will warrant and defend the tide against the lawful
claims of all persons whomsoever. other than the following exceptions: C E I VE D
Eases ents, Restrictions and Rights of Way of Record; 2016 Chowan County Tax; matters shown on the rcferenc
APR 1 6 2021
IN WITNESS WHEREOF. the Grantor has duly executed the foregoing as of the day and year first above written.
Prin✓fype Name & 7Uk: Dianna S. Moore, Manager
By:
Print/Type Name & Titk: , pima S. Moore
By:
Print/Type Name:
Print/Type Name:
(SHAL1
(SEAI.I
Priot/lype Name & Title: Prio✓fype Nance:
State of - County or City of
1. the undersigned Notary Public of the County or City of and State aforesaid. certify that
personalty appeared before me this day and acknowledged de due
execution of the foregoing instrument for the purposes therein expressed. Witness my hand amid Notarial stamp or seal this _ day of
20
My Commission Expires:
(Affix Seal)
Notary's Panted or Typed Name
Notary Public
Sn10 of ,.�,.,.„,,-..._.v„_ • County or City of
1. the undersigned Notary Public of the County or City of and State aforesaid. certify that
personally appeared before me this day and acknowledged the due
execution of the foregoing instrument for the purposes therein expiated. Witness my hand and Notarial swop or seal this day of
20_.
My Commission Expires: —_ _a_.e.•^ Notary Public
(Affix Seal) Notary's Printed or Typed Name
State of North Canalina • County or City of S JC'112IK j
1, the undersigned Notary Public of the County or City of j €t1W _ and State aforesaid. certify that
Diapp9„$, Moon; personae y cane before me this day and acknowledged that
_he is the Manager of Yeopim Panrrrs. LLC a Nondi Carolina or
corparationfimited liability company/general psmnershiprlimtted pennership (suike though the
inapplicable), and that by authority duly given and as the act of such entity. _he signed the foregoing instrument in its name on its
behalf as its act and deed. Witness my hand and Nor!, ,atatlpi or seal. this gth day of a Au ust - 2016 .
My Commission Expires: .0 t� .y ,:. , Ann fYlaift: Lai Notary Public
(Affix Seal) ; 'leyc 4 ".y % Notary's Printed or Typed Name
Z j " ' -..). Q:: F:Pin, 2
Nt Bar Association En No. le 197A Res hole 1977, A'rJ
Maud q Aareemem •il tie NC Bar Association - 1961
Thu unaided room has beea wvcoced bt:
Nails Carolina Bar Associating - NC Ilea En No.

Book 488
Page 85
Situate in lbopim Township, Chowan County, North Carolina, and being Lot 42 in Phase II of RiverSound
Subdivision, as the same is shown on and more particularly described by Plat recorded in Plat Cabinet 2
Slides 74H through 75E of the Chowan County Registry entitled 'The Farms at RiverSound', by Tennessee
Land Surveying Co.
TOGETHER WITH AND SUBJECT TO the terms, conditions, easements and obligations shown on the
referenced Plat, or contained In that certain Amended Declaration of Covenants, Conditions. Restrictions and
Limitations set forth In Deed Book 380 at Page 932 of the Chowan County Registry, as the sane has been
amended and supplemented according to Its terms. and specifically including that certain Supplementary
Declaration recorded in Book 476 at Page 481 of the Chowan County Registry.
TOGETHER WITH a non exclusive and perpetual right of access over. and subject to the rights of others In
the roadways shown on the referenced plats for ingress egress and regress to and from Drummonds Point
Road and within Rivecsound Subdivision, In accordance with the use and maintenance provisions set out in
the above referenced Declarations.
RECEIVED
APR 1 6 2021
DCM-EC
(VONADAFAMILY 42 r'AONONADA FAMILY 4211)

MAJOR PERMIT FEE MATRIX
Applicant:
Selection
Development Type
Fee
DCM %
(14300 1601 435100093 1625
6253)
DWQ %
(24300 1602 435100095
2341)
I. Private, non-commercial
development that does not
involve the filling or
excavation of any wetlands
or open water areas:
$240
100% ($250)
0% ($0)
II. Public or commercial
development that does not
involve the filling or
excavation of any wetlands
or open water areas:
$400
100% ($400)
0% ($0)
Major Modification to a
CAMA Major permit
$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,
B, C, or D below applies:
Er
III(A). Private, non -
commercial development, if
General Water Quality
Certification No. 4097 (See
attached) can be applied:
$250
100% ($250)
0% ($0)
III(B). Public or commercial
development, if General
Water Quality Certification
No. 4097 (See attached)
can be applied:
$400
100% ($400)
0% ($0)
III(C). If General Water
Quality Certification No.
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:
$400
60% ($240)
40% ($160)
n
1
III(D). If General Water
QUality Certification No.
4097 (see attached) cannot
be applied:
$400
60% ($240)
40% ($160)
IV. For development that
involves the filling and/or
excavation of more than
one acre of wetlands and/or
open water areas:
$475
60% ($285)
40% ($190)

Property Of:
Gaby D. Arauco
305 Trailwood Court
Property Of:
Robert Lee & Sabrina Cutler Elks
3035 Conners Drive
Conners Drive____
0 50 100
200
300
400 500
SCALE: 1" = 200'
•
•
•
•
Existing Pilings for Permitted
Pier Structures
MOD, LLC
oposed Bulkhead along Escarpment: 52-ft
Proposed Retum Walls (2) 15' Each; 30-ftAA
\Total Proposed Bulkhead Structure: - 2-ft
7-Ft MSL (100 Year Flood Plain)
YEOPIPA
RIVER
250-Ft limit of Pier
Distance Offshore
Proposed 40
Proposed Swim Pla
Boat Slip
193 ft
t•
-iparan
Sq. Ft.
rm
Ri arian Property Line
15-Ft Riparian
Setback Line
Property Of:
MOD LLC
257 Flagship Court
Properly Of:
The Vonada Family Trust
268 Flagship Court
Property Of:
Lesley L. and Patricia F. Kersey
3065 Conners Drive
c1
P000posed Retaining Wall \ Proposed Pier & Walkway 'I
along Upland Boundary: ) I
-260-ft (135-ft in PTS/L AEC) .
I�
\
\
\ \
\
r
roperty Line
LEGEND/KEY
SHORELINE - FROM CHOWAN COUNTYGIS
SHOREL INE (NWL) - FROM MEASUREMENTS
TAKEN 1/13/21
LOT/BOUNDARY LINE
- • APPROX..5-FT WATER DEPTH
LIMIT TO PIER LENGTH
30 CAMA PUBLIC TRUST SHORELINE AEC
B/L HARDWOOD SWAMP ON WETLAND MAPS
404 WETLANDS AREA
NC COASTAL WETLANDS AREA
EROSION ESCARPMENT
PROPOSED BULKHEAD ALIGNMENT
PROPOSED RETAINING WALL ALIGNMENT
PROPOSED DISTURBED AREA (BULKHEAD)
PROPOSED DISTURBED AREA(RET. WALL)
�Illll1i/l liltlililili1i1/� PROPOSEDPIER&WALKWAY
X
PROPOSED SWIM PLATFORM
PROPOSED BOAT SLIP & MOORING PILES
TREES USED AS MEASUREMENT BASELINE
IRON SURVEY PINS
WATER DEPTHS (Ft) AT NORMAL WATER
LEVEL (NWL)
GENERAL NOTES
1) Drawings derived from information available from the Chowan
County GIS; measurements on 1/13/21; survey of Nicholas
M. Rackley, L5062, signed on May 21, 2018; and Preliminary
site development drawings by Rackley Land Surveying,
provided by Sound Home Builders on January 12, 2021.
2) Drawing is for permitting purposes only and not
construction,
3) 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 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 The Vonada Family Trust.
NO
1
2
PE STAMP
REVISION
Improve visability of Shoreline (NWL)
Label Retaining Wall as "Proposed"
DATE
05/14/21
05/14/21
SAMPSON C ONTRAC TING, INC.
125 Hunters r ran West
Elizabeth City, NC 27909
PROJECT TITLE:
THE VONADA FAMILY TRUST
SHORELINE PROTECTION & PIER
DEVELOPMENT
DRAWING TITLE:
SITE DRAWING
OVERVIEW
SCALE: 1 IN. = 200 FT.
DRAWN:
TS
CHECKED: TJS
DATE:
01/15/21
PROJECT NO.: 06 - 100220
DRAWING NO.:
06 - 100220 - 003
SHEET 1 OF 6

1.UMUNV/I.LT
▪ •
•
•
,J
• •
•
-
•
:I
•• ,
• •
•
Property Of. • ;
MOD LLC
257 Flagship Court
0 50 100
SCALE: 1" = 80'
Property Of:
The Vonada Family Trust ct•
268 Flagship Court /
•
•
• •i
Property Of:
Lesley L. and Patricia F. Kersey
3065 Conners Drive
200
7-Ft MSL (100 Year Flood Plain)
• ✓ \i
•
Proposed Retaining Wall
along Upland Boundary:
—260-ft (135-ft i n PTS/L AEC)
250-Ft limit of Pier
Distance Offshore
Proposed Bulkhead along Escarpment: 52-ft
Proposed Return Wells (2) 15' Each; 30-ft OA
Total Proposed Bulkhead Structure; -• 82-ft
Proposed Boat Slip
193 ft
Proposed Pier & Walkway
•
•
\
Riparian Property Line\
15-Ft Riparian
Setback Line
Proposed 400 Sq. Ft. 1
Swim P atform
15-Ft Riparian
Setback Line
Riparian Property Line
RECEIVED
> `� MAY 1 7 2021
f
• I
I
I
I �
DCM-EC
YEOPIM
RIVER
\
•.J I
I x, JJxx r. xx J'J ,.
SHORELINE FROM CHOWAtt COUNTY GIS
SHORELINE (NVVL) - FROM MEASUREMENTS
TAKEN 1/13/21
LOT/BOUNDARY LINE
APPROX. 5-FT WATER DEPTH
LIMIT TO PIER LENGTH
at CAMA PUBLIC TRUST SHORELINE AEC
B/L HARDWOOD SWAMP ON WETLAND MAPS
404 WETLAN DS AREA
NC COASTAL WETLAN DS AREA
EROSION ESCARPMENT
PROPOSED BULKHEAD ALIGNMENT
PROPOSED RETAINING WALL ALIGNMENT
PROPOSED DISTURBED AREA (BULKHEAD)
PROPOSED DISTURBED AREA (RET. WALL)
Jj(jIjljljl�l�llll!I� PROPOSEDPIER&WALKW.AY
_'.=•-I PROPOSED SWIM PLATFORM
PROPOSED BOAT SLIP & MOORING PILES
• TREES USED AS MEASUREMENT BASELINE
• IRON SURVEY PINS
WATER DEPTHS (Ft) AT NORMAL WATER
LEVEL (NWL)
OI:Nt 1tAI. NOT1,S
1) Drawings derived from Infomlatlon available from the Chowan
County GIS; measurements on 1/13/21; survey of Nicholas
M. Rackley, L5082, signed on May 21, 201E3; and Preliminary
site development drawings by Rackley Land Surveying,
provided by Sound Home Builders on January 12, 2021.
2 Drawing Is for permitting purposes only and not
construction.
3.1 Copyright © 2021 SAMPSON CONTRACTING,Inc. AU rights
reserved. This material is the property of SAMPSON
CONTRACTING, Inc., and is protected by the copyright laws
of the United States and other countries. It may not be
reproduced, distributed, or altered in any fai hion by any
entity without the express written consent of
SAMPSON CONTRACTING, Inc. Written consent is hereby
granted to The Vonada Family Trust,
REVISION
2
DATE
Improve vlsebllity of Shoreline (NVVL)
Label Retaining Wall as "Propos&d"
PI; STAMP
05/14/21
05/14/21
SAMPSON CCINI`AACTING, INC
128 Hunt,er8 Trall West
Bllsob•1h Cam• Ne 27909
PROJECT TITLE:
THE VONADA FAMILY TR UST PIER
SHORELINE PROTECTION i
DEVELOPMENT
DRAWING TITLE:
SITE DRAWING
DEVELOPMENT AREA - EXRANDED
SCALE: 1 IN. = 80 FT.
DRAWN:
TS
CHECKED: TJS
DATE:
01/15/21
PROJECT NO.: 06 - 100220
DRAWING Nr
06 - 1013220 - 003
SHEEIr 2 OF 6

0
Proposed Bulkhead along Escarpment: 52-ft
Proposed Return Walls (2) 15' Each; 30-ft OA
Total Proposed Bulkhead Structure: -• 82-ft
50
100
Proposed Retaining Wall
along Upland Boundary:
-260-ft (135-ft in PTS/L AEC)
SCALE: 1" = 40'
CM.
200
193 ft
Proposed Pier & Walkway
Proposed Boat Slip
' s
250-Ft limit of Pier
Distance Offshore
ti
i ert Line 1
15-Ft Riparian
—Setback Line
YEOPIM
RIVER
Line limits Pier
Distance Offshore
Proposed 400 Sq. Ft. \
Swim Platform
15-Ft Riparian
Setback Line
Riparian Property Line
RECEIVED
MAY 17 2021\
DCM-Eq
EGEND/KEY
SHORELINE FROMCHOWAN COUNTY GIS
SHORELINE (NWL) - FROM MEASUREMENTS
TAKEN 1/13/21
LOT/BOUNDARY LINE
— — — — APPROX. 5-FT WATER DEPTH
LIMIT TO PIER LENGTH
— • --- — — - 30' CAMA PUBLIC TRUST SHORELINE AEC
404 WETLANDS AREA
t XT"XX X
< x x-X-xNC COASTAL WETLANDSAREA
EROSION ESCARPMENT
PROPOSED BULKHEAD ALIGNMENT
PROPOSED RETAINING WALL ALIGNMENT
PROPOSED DISTURBED AR EA (BULKHEAD)
PROPOSED DISTURBED AREA(RET. WALL)
PROPOSED PIER & WALKWAY
PROPOSED SWIM PLATFORM
PROPOSED BOAT SLIP & MOORING PILES
TREES USED AS MEASUREMENT BASELINE
IRON SURVEY PINS
WATER DEPTHS (Ft) AT NORMAL WATER
LEVEL (NWL)
GENERAL NOTES
1) Drawings derived from Information available from the Chowan
County GIS; measurements on 1/13/21; survey of Nicholas
M. Rackley, L5062, signed on May 21, 2018; and Preliminary
site development drawings by Rackley Land Surveying,
provided by Sound Home Builder; on January 12, 2021.
2) Drawing is for permitting purposes only and not
construction.
3) 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 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 The Vonada Family Trust.
NO
REVISION
DATE
Improve visability of Shoreline (NWL)
05/14/21
2
Label Retaining Wall as "Proposed'
05/14/21
PE STAMP
SAMPSON CONTRACTING, INC.
125 Hunters Trail West
Elizabeth City, NC 27909
PROJECT TITLE:
THE VONADA FAMILY TRUST
SHORELINE PROTECTION & PIER
DEVELOPMENT
DRAWING TITLE:
SITE DRAWING
DEVELOPMENT AREA
SCALE: 1 IN. = 40 FT.
DRAWN:
CHECKED: TJS
TS
DATE:
01/15/21
PROJECT NO.: 06 - 100220
DRAWING NO.
06 - 100220 - 003
SHEET 3 OF 6

SWIM PLATFORM DECK
400 SQ FT
TYPICAL PIER SECTIONS
LEGEND/KEY
6'-111
6'-8"
6'-III
TOP VIEW
16 - 2" x 8" Joists
16" On Center Between
first 15 Joists
2" x 8" Band Board, All Sides
/ Flush with top of Decking
6'-1"
6'-8"
20'
ELEVATION
6'-1"
2" x6" Decking
Fasten with 3" Stainless
Steel Deck Screws
6' 1" 6'
8" 6'-l"
16 Piles; Minimum 12" butt (2.5 CCA)
cut flush with top of Girders
20'
CROSS SECTION
2" x 8" Blocking Between
Each Joist Above Girders
Normal Water
Level Substrate
Pier Level
5'
Piles cut flush
with top of Girders
2" x 10" Girders
Both Sides of Pile
5/8" Galvanized Bolts with
Washer on Each Side and
Nut (2 in Each Girder Pair)
I,Illl/,
5'
6'-1"
6'-8"
6'-1"
2" x 2" Uplift Ties
1 Tie at Each Joist
and Girder Intersection
Normal Water Level
5'
Substrate
Not Representative of Pile Depth Below Bottom:
10' Tip Penetration (Minimum, or driven to Refusal)
To Be Determined By Assessment of Soil Conditions
4 3 2 0 4 8 12 16
SCALE: 1" = 8'
TOP VIEW
Maximum Bent Spacing
2" x 10" Girders J
Each Side of Pile
2" x 8" Blocking
tiv
2" x 8" Joists �- }
2" x 2" Uplift Ties
1 Tie at each joist
and girder intersection
Seven 2" x 8" x 16's
with Outboard Joists Sistered
Joists: 2"x8" @ 24" OC, Max Span = 6'-4"
2"x8" @ 16" OC, Max
x Span =
CROSS SECTION
2" x2" Uplift Ties
1 Tie at Each Joist
and Girder Intersection
2" x 10" Girders
Both Sides of Pile
Tip Penetration
10' Minimum
1
11
'
1
Piles: 8" Butt
Piles cut flush with
top of joists.
2.5 CCA
6'-0"
0
11
li
11
; 1
11
ELEVATION
2" x 6" Decking
Fasten with 3" Stainless
Steel Deck Screws
5' Above
NWL & Wetland
Substrate
4
2" x 2" Uplift Ties
1 Tie at Each Joist
and Girder Intersection
11
'
1
1
1
1
L
2" x 10" Girders
Both Sides of Pile
5/8" Galvanized Bolts
with Washer on Each
Side and Nut (2 in
Each Girder)
i3'-0"
8
12
SCALE: 1" = 4'
REC( D
APR
DCM
GENERAL NOTES
1) Drawing is for permitting purposes only and not
construction.
2) 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 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 The Vonada Family Trust. Written consent is herby
granted to NC DCM, NC DEQ, and the US ACOE for Permit
processing purposes.
NO
REVISION
DATE
PE STAMP
SAMPSON CONTRACTING, INC.
125 Hunters Trail West
Elizabeth City, NC 27909
PROJECT TITLE:
THE VONADA FAMILY TRUST
SHORELINE PROTECTION & PIER
DEVELOPMENT
DRAWING TITLE:
PIER & SWIM PLATFORM
CONSTRUCTION DETAILS
SCALE: 1" = 5'
DRAWN:
TS
DRAWING NO.:
06 - 100220 - 003
SHEET 4 OF 6
SWIM PLATFORM DETAILS
MAIN PIER DETAILS
CHECKED: TJS
DATE:
02/05/21
PROJECT NO.: 06 - 100220

LEGEND/KEY
17 = /f '3 1 V OS
1
I
0
01
co
(D C
3
CO CO
O
a G)
mo
a�
0 0-
-r
23o
o <
a_
6'
6'
(D
mm.
01,112:
o °•
QI=.
ESP 4.1 -
2 Vinyl Sheetpile
COO N
o
x
a
(D (I)-
a Q X
O �
(Q
0
=o
o0
o —I
rm
v
0m.
0 as^
� `JIa)
ick
7-
NOIIVA213
NOI103S SSO2:1O
0) CO
co X
N N
0.=
o
0- .
0D
7-a)CI"
0
0)
x
03
fl
5'-4"
5'-4"
fig x Ilg 4n3 g6no8
X
CO
x
0
0o
0)
(D
0.
DJ
0)
O
iU
a
-i
Cm
(D _a.
O W
CD
0)
0.
RECEIVEf
APR 1 6 2021
DCM-EC
GENERAL NOTES
1) Drawing is for permitting purposes only and not
construction.
2) 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 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 The Vonada Family Trust Written consent is herby
granted to NC DCM, NC DEQ, and the US ACOE for Permit
processing purposes.
NO
REVISION
DATE
PE STAMP
SA]YIPSON CONTRACTING, INC.
125 Hunters Trail West
Elizabeth City, NC 27909
PROJECT TITLE:
THE VONADA FAMILY TRUST
SHORELINE PROTECTION & PIER
DEVELOPMENT
DRAWING TITLE:
BULKHEAD CONSTRUCTION DETAILS
SCALE: 1" = 5'
DRAWN:
TS
CHECKED: TJS
DRAWING NO.:
06 100220 - 003
SHEET 5 OF 6
DATE:
02/05/21
PROJECT NO.: 06 - 100220

LEGEND/KEY
Proposed
Slope
1:6
1 1 1 1 11 1 1 1 1 1 1 I I I I I I I I 1 1 1 I 1 1 I I 1 I I 1 I 1 I 1 1 1 I I
50' 45' 40' 35'
30' 25' 20' 15' 10'
ESCARPMENT CONTOUR CROSS -SECTIONS
SCALE: 1 " = 5'
Bulkhead
A
5' A 0' 5'
NWL at Sections:
B&D
NWL at Section:
C
NWL at Section:
A
NWL at Section:
F
' NWL at Section:
E
10'
-15'
-10'
5'
NWL
RECEI'
APR 1 6 20r1
DCM-E.
GENERAL NOTES
1) Drawing is for permitting purposes only and not
construction.
2) 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 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 The Vonada Family Trust. Written consent is herby
granted to NC DCM, NC DEQ, and the US ACOE for Permit
processing purposes.
NO
REVISION
DATE
PE STAMP
SAMPSON CONTRACTING, INC
1211
125 Hunters Trail West
Elizabeth City, NC 27909
PROJECT TITLE:
THE VONADA FAMILY TRUST
SHORELINE PROTECTION & PIER
DEVELOPMENT
DRAWING TITLE:
ESCARPMENT CROSS -SECTIONS
SCALE: 1" = 5'
DRAWN:
TS
DRAWING NO.:
06-100220 - 003
SHEET 6 OF 6
CHECKED: TJS
DATE:
02/05/21
PROJECT NO.: 06 - 100220