20211080 Ver 1_CAMA Application_20210708

ROY COOPER
Governor
ELIZABETH S. BISER
Secretary
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)
gregg.bodnar@ ncdenr.gov
CAMA/Dredge & Fill Application Review
MOD, LLC
257 Flagship Court in Chowan County
Install two sections of bulkhead with return walls
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
D_E
WAIN cuaina
Oep.lmenl afEm4onnmltl WNiry
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: MOD, LLC
2. LOCATION OF PROJECT SITE: 257 Flagship Court, Chowan County,
adjacent to the Yeopim River
Latitude: 36° 5'10.89"N Longitude: - 76°28'16.25"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 - bulkhead with returns
(G) Estimated Annual Rate of Erosion: 0.95 ft per yr
Source - applicant
7. HABITAT DESCRIPTION:
DREDGED
[AREA]
FILLED
SHADED
(A) Shallow Bottom (PTA)
52 sqft
(B) Open Water (PTA)
(C) High Ground (ES)
4,965 sqft
(D) Total Area Disturbed: 5,017 square feet
(E) Primary Nursery Area: No
(F) Water Classification: SC Open to shellfishing: No

MOD, LLC
Field Investigation Report
Page 2
PROJECT SUMMARY:
The applicant proposes install two sections of bulkhead with return walls.
Project Setting
The property proposed for development is located at 257 Flagship Court in Chowan
County and consists of approximately 10.65 acres adjacent to the Yeopim River. The property
is currently a vacant lot. The properties to the east and to the west are also a vacant lots.
Vegetation on the site includes, but is not limited to, cat -tails (Typha spp.), 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 3 feet above normal water level (NWL) along the shoreline with a
small coastal wetland fringe on the eastern end.
The shoreline is 207 feet in length and currently has no hardened structures along it. The water
classification for this area is Tidal Salt Water (SC) and are in inland waters that are closed to
shellfishing. An SAV survey conducted on this site showed there was none present.
Development Proposal
The applicant proposes to construct two sections of new bulkhead with two15 foot return walls
landward of wetland areas. The section to the west is proposed to be 44 linear feet while the
section to the east is to be 121 linear feet for a total of 165 linear feet with the maximum
distance off shore of 3 feet with an average of 2.5 feet. 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 filling of 52 square feet of shallow bottom Public
Trust Area. As well as the filling of 4,965 square feet of shoreline area. 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)
JUN ; R �u21
APPLICANT: MOD, LLC
PROJECT: Shoreline Protection
LOCATION: Chowan County, North Carolina; Lot 43, 257 Flagship Court, Farms at
Riversound subdivision, off of Drummonds Point Road
SITE:
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 0.2 miles
Flagship Court intersects the western property line of Lot 43 (257 Flagship
Court) the property of MOD, LLC. Development site is approximately 330-ft
to the left, along the Yeopim River.
Description:
The project area consists of a 10.65 acres tract of land, bisected by the
Flagship Court road, situated along the Yeopim River to its north. This tract is
owned by MOD, LLC., and identified on Chowan County Records as 257
Flagship Court, Lot 43-Farms at Riversound, and by PIN as 784500791608.
The shoreline of the tract along the Yeopim River is 207 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 10/26/20.
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 0.2 acres) considered to be 404 wetlands and NC
Coastal Wetlands (0.004 acres).

RECEI\I
18 2021
DCM-EC
Adjoining Development:
All lots surrounding this MOD, LLC. tract are zoned for similar uses, are
currently undeveloped, and are forested with previously managed sylviculture.
Outside of the Riversound subdivision, two lots to the east, there exists
residential development with a pier and boathouse. Four lots to the west,
MOD, LLC owns another Lot, where a home and a shoreline protection
bulkhead have been constructed, 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 sixth
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, 918 sq ft of uplands have been lost to erosion 138
sq ft/yr); 272 cu yds of upland soil have been lost 41 cu yds/yr); and the
escarpment has receded 6.3-ft on average along the escarpment (0.95 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 94% of the Lot and extends from the southern
boundary to within approximately 125-ft of the shoreline along the western
property line, and to within approximately 65-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. A
second small area of Dogue Fine Sandy Loam exists along the western
property line, just to the south of the existing gravel road and to the north of
the indicated, interior wetland area. 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.
2

RECEIVED
J U N 1 8 2021
DCMWEC
The area having Dogue Fine Sandy Loam is normally 18 to 36 inches above
the water table.
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 'A
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 sizeable area
(approx. 8540 sq ft) of 404 wetlands exists that drains to the Yeopim River
near the center of the Lot. A narrowing band of these wetlands extends to the
east along the shoreline, terminating approximately 63-ft from the east
boundary of the Lot. These wetlands consist of a variety of vegetation, notably
Juncus effuses, Carex stipata, Arundinaria gigantea, and Taxodium distichum.
The western section of the proposed Bulkhead alignment does not border these
wetlands, and terminates along the shoreline to the west of where these
wetlands are encountered. The eastern section of the proposed Bulkhead
alignment borders the narrow band of these wetlands for approximately 70-ft,
and lies landward of the wetlands by 2 to 6 feet.
3

RECEIVED
JUN 1 8 2021
Earlier plats of this subdivision reflect an area of wetlands of approximately
12,690 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.
Coastal Wetlands:
Within the eastern extreme of the narrow band of 404 wetlands that extends to
the east along the shoreline, there is an area of approximately 160 sq ft of NC
Coastal Wetlands. These wetlands consist of a single species: cat -tail, (Typha,
spp.). These coastal wetlands are situated almost in the middle of the property
shoreline. The eastern section of the proposed Bulkhead alignment lies
approximately one to four feet landward of this coastal wetland area.
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.
4

JUN 1 0 2021
DCM-EC
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 10/26/21,
the alignment of the western bulkhead was walked, and the shallow adjoining
water was examined to detect the presence of any SAV. There were no beds of
SAV detected, nor any rooted SAV plants associated with the proposed
bulkhead alignment. On 4/5/21, this area was again examined to detect the
presence of any SAV, with the same negative results.
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 3/4-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.
DEVELOPMENT: Proposed New as Part of this Permit Application:
Bulkhead: Two sections of bulkhead — a western section and an eastern
section. Each to be 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. The western section of bulkhead is to be 44-ft in length. The eastern
5

UTILITIES
RECEIVED
J U N 1 8 2021
DC-C
IMPACTS
section of bulkhead is to be 121-ft in length. Total length of bulkheads
proposed together is 165-ft.
Existing:
Prior development includes only the buried power utilities and the gravel
Flagship Court road that transects 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.
Project development under this Permit application seeks no new impervious
surface, other than of the limited impacts of the proposed bulkhead (338 sq ft).
Overall project development involves the following impacts:
Bulkhead: Bulkhead backfill will fill 64 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 4,965 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 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
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,
6

ATTESTATIONS
AND REQUESTS
TU)
JIJN 1 0 2021
DCM EC
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.
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
7

1Cr Y11-1
RECEIVED
APPUCATION for
Malsr Dev.I.pm.nt rsnnit
(last revised 12/27/06)
MAY 11 2021
DCM-EC
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
MOD, LLC
Project Name (if applicable)
Shoreline Protection Development
Applicant 1: First Name
MI
Last Name
Applicant 2: First Name
MI
Last Name
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
4505 Dalton Road
PO Box
City
Chevy Chase
State
MD
ZIP
20815-3732
Country
USA
Phone No.
301-652-8958 ext.
FAX No.
- -
Street Address (if different from above)
City
State
ZIP
Email
[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
[e-mail]
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Form DCM MP-1 (Page 2 of 4)
RECEIVED
APPLICATION for
Major Development Permit
•
3. Project Location
County (can be multiple)
Chowan
Street Address DCM-EC
257 Flagship Court V
State Rd. #
Subdivision Name
Farms at Riversound
City
Edenton
State
NC
Zip
27932 -
Phone No.
- - ext.
Lot No.(s) (if many, attach additional page with list)
43, , ,
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
0 Natural DManmade ■ Unknown
e. Is proposed work within city limits or
planning jurisdiction?
f. If applicable, list the planning jurisdiction or city limit the proposed
work falls within.
Chowan County
■ Yes ►X No
4. Site Description
a. Total length of shoreline on the tract (ft.)
299
b. Size of entire tract (sq.ft.)
463,689
c. Size of individual lot(s)
463,689
(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 DNHW or 0 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), Cat -tail (Typha,
spp), 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 adiacent to the proposed
project site.
12.58 acres undeveloped residential lot to east
to south under silvaculture.
10.32 acres undeveloped residential lot to west under silvaculture;
under silvaculture; 10.05 acres undeveloped residential lot
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 redevelopment proposal?
■ Yes No
k. Has a professional archaeological assessment been done for the tract?
If yes, by whom?
If yes, attach a copy. ■ Yes 0 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 0 No ■ NA
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252-B011•2.8(8 1-888-4RCOAST www.rtccoastairnanagarnorat.rict

Form DCM MP-1 (Page 3 of 4)
RECEIVED
APPLICATION for
Major Development Permit
MAY ) 2021
m. (i) Are there wetlands on the site? ►:Yes ■No
(ii) Are there coastal wetlands on the site? DCM-EC @ Yes ■ No
(iii) If yes to either (i) or (ii) above, has a delineation been conducted? ❑Yes 0 No
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
None.
o. Describe existing drinking water supply source.
None.
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 ■ PubliclGovemment
0 Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
Project will protect lot's exposure to Yeopim River from ongoing erosion with a bulkhead along eroding escarpment and
landward of some fringe wetlands located below the escarpment.
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; 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 bulkheads.
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? 4965 ►: Sq.Ft or ■Acres
g. Will the proposed project encroach on any public easement, public accessway or other area ►: Yes ❑No ■NA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
No existing discharges; no proposed discharges .
I. Will wastewater or stormwater be discharged into a wetland? •Yes @ No ❑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 0No ■NA
If yes, attach a mitigation proposal.
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15�w17 yrstal rr n _I g e. nit is iY t.'n

Form DCM MP-1 (Page 4 of 4)
RECEIVED
MAY 7 2021
APPLICATION for
Major Development Permit
6. Additional Information
In addition to this completed application form, (MP-1) the following items 0 it ust be submitted in order for the application
package to be complete. Items (a) — (f) are always applicable to any major development application. Please consult the application
instruction booklet on how to properly prepare the required items below.
a. A project narrative.
b. An accurate, dated work plat (including plan view and 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 sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
d. A copy of the deed (with state application only) or other instrument under which the applicant claims 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.
Vonada Family trust Phone No.
Address 8702 Bradgate Road, Alexander, VA 22308 703-300-1858
Sam Hassan and Donna Marie O'Doherty Phone No.
Address 98 Lurline Drive, Basking Ridge, NJ 07920
Name Phone No.
Address
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
126-09 Amended 05/0815 to Yeopim Partners, LLC 126-09 Modified 11/07/18 to Yeopim Partners, LLC
h. Signed consultant or agent authorization form, if applicable.
i. Wetland delineation, if necessary.
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner)
k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1-10), if necessary. If the project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act.
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 April 22, 2021 Print Name Theodore Sampson
Signature
Please indicate application attachments pertaining to your proposed project.
®DCM MP-2 Excavation and Fill Information
®DCM MP-3 Upland Development
❑DCM MP-4 Structures Information
❑DCM MP-5 Bridges and Culverts
2...,o VA. it ..
W W Vti , rt rv' a:,: 0 0 I. 7± 4 ±t; : v S % , =:S a:' F'e'5 c.' tit .1) +. i

Form DCM MP-2
EXCAVATION and FILL
(Except for bridges and culverts)
RECEIVED
MAY 7 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.
c. (i) Does the area to be excavated include coastal wetlands/marsh d. High -ground excavation in cubic yards.
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB
OWL ❑None
(ii) Describe the purpose of the excavation in these areas:
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?
2524306-2308 1-881I-4P,;.:OA f :, www.ric!oal.:tainuikt7g_e'Ernecii.n(ott r Visa : 12126/D6

Form DCM MP-2 (Excavation and Fitt, Page 2 o
RECEIVED
3, SHORELINE STABILIZATION
(If development is a wood groin, use MP-4 — Structures)
4AY-7— 2021
['This section not applicable
a. Type of shoreline stabilization:
®Bulkhead ❑Riprap ❑Breakwater/Sill ['Other:
c. Average distance waterward of NHW or NWL: -2.5 ft (Landward)
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 backfill&A
Breakwater/Sill
Source of fill material.
From grading of uplands.
Riprap
Other
®GPI*• e • - - i + - - : 4-ft
as ection - 121-ft Shoreline + 30-ft Return Walls; Sub -total: 151-ft
Combined - 165-ft Shoreline + 60-ft Retum Walls: Total: 225-ft
Width: 18 in
d. Maximum distance waterward of NHW or NWL: +3 ft
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
inform ation.
By comparison with platted riverbank line of 4/25/2014: 918 sq ft
of uplands (138 sq ft/yr); 228 cu yds of uplands (41 cu yds/yr);
erosion escarpment retreated by 6.3-ft (0.95 ft/yr).
h. Type of fill material.
Upland sand/soil
4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization)
®This section not applicable
a.
(i) Will fill material be brought to the site? ❑Yes ❑No
If yes,
(ii) Amount of material to be placed in the water
(iii) Dimensions of fill area
(iv) Purpose of fill
DNA
b.
(i) Will fill 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
OWL ['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. (i) Will navigational aids be required as a result of the project?
❑Yes No 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.
April 22, 2021
Date
Shoreline Protection Development
Project Name
MOD, LLC
Applicant Name
Applicant Signaturure
(Theodore Sampson - Agent)
252-t305.2508 :: 1•t3SF3•411COAST :: +Anv%v.tac coastairnanage.trieni.net
revised: 1217.6106

RECEIVED
Form DCM MP-3
UPLAND DEVELOPMENT
(Construction and/or land disturbing activities)
MAY 7 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.
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. lithe proposed project will disturb more than one acre of land, the
Division of Land Resources must receive an erosion and
sedimentation control plan at least 30 days before land -disturbing
activity begins.
(I) If applicable, has a sedimentation and erosion control plan been
submitted to the Division of Land Resources?
❑Yes ❑No ®NA
(ii) If yes, list the date submitted:
b. Number of lots or parcels.
d. Size of area to be graded, filled, or disturbed including roads,
ditches, etc.
4,965 sq. ft.
t. List the materials (such as marl, paver stone, asphalt, or concrete)
to be used for impervious surfaces.
N/A
g. Give the percentage of the tract within the coastal shoreline AEC to h.
be covered by impervious and/or built -upon surfaces, such as
pavement, building, rooftops, or to be used for vehicular driveways
or parking.
337.5 sq ft bulkhead = 4.68%
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.
337.5 sq ft bulkhead = 0.07%
J. Describe proposed method of sewage disposal. Septic tank,
pump and leach field at time of later development; not
proposed now.
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
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.
252-808.28082 ;. i,a3#f33.GsttCOAS't" ,: vs rra4v:.: o_t�, t0.Kyn nAg_'r aers4.raa 9: i2126/06

Form DGMV! 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 at time of later development; not
proposed now.
o. When was the lot(s) platted and recorded?
06/17/2015
n. (i) Will water be impounded? DYes No DNA
(ii) If yes, how many acres?
p. If proposed development is a subdivision, will additional utilities be
installed for this upland development?
DYes ❑No ®NA
April 22, 2021
Date
Shoreline Protection Development
Project Name
MOD. LLC
Applicant Name
Applicant Signature
(Theodore Sampson - Agent)
RECEIVED
MAY 7 2021
DCM EC
252•808.2808 :: 1-813&•4RCOI-\ T :: www.riccoasialmar : ge.rrnent.n t: re vined: 12126/06

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Filed: 07/29/201509:41:31 AM
Lynn C. Gilliard, Register of Deeds
Chowan County, NC
Revenue Tax: $360.00
Land Transfer Tax: $1,799.00
Book 477 PAGE 924 (3)
408367
i
N
n
NORTH CAROLINA GENERAL WARRANTY DEED
Excise Tax: 133,40.0
RECEIVED
MAY 7 2621
DCM-EC
Parcel Ide^ntifier No. 784500791608 Verified by ( JZtXb'Y1 County on the gL ay of CitA 201
By: 7/
Mail/Bo
Hugh J. Franklin, Attorney at Law. 19421-A Liverpool Parkway„ Cornelius, NC 28031
This instrument was prepared by: Hugh J. Franklin, Attorney at Law, 19421-A Liverpool Parkway„ Cornelius, NC 28031
Brief description for the Index: LOT 43 RiverSound Phase 11,
THIS DEED made this 28th day of
July
, 2015 by and between
GRANTOR
Yeopim Partners. LLC
19421 Liverpool Partway
Cornelius. NC 28031
GRANTEE
MOD, LLC
4505 Dalton Road
Chevy Chase, MD 20815
Enter in appropriate block for each Grantor and Grantee: name, mai ing address, and, if appropriate, character of entity, e.g.
corporation or partnership.
The designation Grantor and Grantee as used herein shall include said parties, their heirs, successors, and assigns, and shall include
singular, plural, masculine, feminine or neuter as required by context.
WITNESSETH, that the Grantor, for a valuable consideration paid by the Grantee, the receipt of which is hereby acknowledged, has and
by these presents does grant, bargain. sell and convey unto the Grantee in fee simple, all that certain lot or parcel of land situated in the
City of Edenton Yeopim Township, Chowan County, North Carolina
and more particularly described as follows:
See Exhibit A attached hereto and incorporated herein by reference
The property hereinabove described was acquired by Grantor by instrument recorded in Book 463 page 663
All or a portion of the property herein conveyed includes or X does not include the primary residence of a Grantor.
A map showing the above described property is recorded in Plat Book 2 page 74H
NC Bet Association Farm Na 3 C 1476. Revised C 1/1r2010
Printed by Agreement with the NC By Associalion
1.5.oag15- I19i

Book 477
Page 925
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances thereto belonging to the Grantee
in fee simple.
And the Grantor covenants with the Grantee, that Grantor is seized of the premises in fee simple, has the right to convey the same in
fee simple, that tide is marketable snd free and clear of all encumbrances, and that Grantor will warrant and defend the title against
the lawfid claims of all persona whomsoever, other than die following exceptions: Easements, Restrictions, Rights of Way, and
other matters set forth in the title policy to be issued consistent with the Commitment exibited to Grantee..
IN WITNESS WHEREOF, the Grantor has duly executed the foregoing as of the day and year first above written.
Yeopim Partners, LLC (S)
(Entity Name
0/AAA 2Nv
Title: Manager
Dianna S. Moore
By:
Title:
By:
Title:
(SEAL)
(SEAL)
(SEAL, RECEIVED
State of North Carolina - County of
1, the undersigned Notary Public of the County and State aforesaid, certify that
personalty appeared before me this day and
acknowledged the due execution of the foregoing instrument for the purposes therein expressed Witness my hand and Notarial
stamp or seal this day of , 20 .
My Commission Expires:
Notary Public
State of North Carolina - County of Mecklenburg
I, the undersigned Notary Public of the County and State aforesaid, certifj, that
personally came before me this day and acknowledged that she is the Manager of
Yeopim Partners, LLC a North Carolina or
corporation/limited liability cornpany/gam partnership/limited pip (stile • i1 ' . ), and
that by authority duly given and as the act of such entity, she signed the foregoing instrument in its name otlit
deed. Witness my hand and Notarial stamp or seal, this 28th day of July ,
/ ,,� CO
My Commission Expires: July 28, 2017 "ems .:- " % ' '-,�
Notary Public
State of North Carolina - County of
I, the tndersigned Notary Public of the County and State aforesaid, certify that
Dianna S. Moore
Witness my band and Notarial stamp or seal, this day of , 20 .
My Commission Expires:
Notary Public
The foregoing Certificate(s) of
Ware certified to be correct. This instrument and this certificate are duly registered at the date and time and in the Book and Page shown
on the first page hereof.
Register of Deeds for County
By: Deputy/Assistant - Register of Deeds
NC Bar Association Form No. L-3 © 1976, Revised ® 1977, 2002
Printed by Aghce,.,eut with the NC Bar Association —1981 SoftPro Corporation, 333 E. Six Forks Rd., Raleigh, NC 27609
MAY 7 2021
DCM-EC

Book 477
Page 926
Situate in Yeopim Townshp, Chowan County, North Carolina, and being Lot 43 in Phase it 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 same 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 Riversound Subdivision, in accordance with the use and maintenance provisions set out in
the above referenced Declarations.
(MOD 43.PFDJMOD 43/15)
RECEIVED
MAY 7 2021
DCM-EC

MAJOR PERMIT FEE MATRIX
Applicant: ci an L_ -C-
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:
$250
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:
,
III(A). Private, non-
commercial development, if
General Water Quality
Certification No. 4175 (See
attached) can be applied:
$250
100% ($250)
0% ($0)
112
III(B). Public or commercial
development, if General
Water Quality Certification
No. 4175 (See attached)
can be applied:
$400
100% ($400)
0% ($0)
III(C). If General Water
Quality Certification No.
4175 (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)
III(D). If General Water
Quality Certification No.
4175 (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)

LEGEND/KEY
Property Of:
Gaby D. Arauco
305 Trailwood Court
Property Of:
Robert Lee & Sabrina Cutler Elks
3035 Conners Drive
0 50 100 200 300 400 500
SCALE: 1" = 200'
Property Of:
Sam Hassan & Donna Marie O'Doherty
249 Flagship Court
Property Of:
MOD LLC
257 Flagship Court
Property Of:
The Vonada Family Trust
268 Flagship Court
Property Of:
Lesley L. and Patricia F. Kersey
3065 Conners Drive
MOD ILC's Proposed Bulkhead (West Section)
Distance along Escarpment: 44-ft
Proposed Retum Walls (2) 15' Each; 30-ft OA
Proposed Bulkhead (West Section) Structure
Total: - 74-ft
MOD LLC's Proposed Bulkhead (East Secti
Distance along Escarpment: 121-ft /
�oposed Retum Walls (2) 15' Each; 3((-ft OA
. Prbcture
7-Ft MSL (100 Year Flood Plain) , posed Bull
`, 1To\ I: -151-ft
- '
YEOPIM
RIVER
Riparian Property Line
0.32 Miles
To Nearest Land
15-Ft Riparian
Setback Line
parian Property Line
VonadaFamilyTrust's
. Proposed Bulkhead along Escarpment: 52-ft
( Proposed Retum Walls (2)15' Each; 30-ft OA
1 I Proposed Bulkhead Structure
' 'j Total: - 82-ft
1 \
l•
I \ V
\
\ \
\•
\ \
;xxxXlcleXxxxx
SHORELINE - FROM CHOWAN COUNTY GIS
SHORELINE (NWL) - FROM MEASUREMENTS
TAKEN 1/13/21
LOT/BOUNDARY LINE
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
NEIGHBOR'S BULKHEAD ALIGNMENT
PROPOSED DISTURBED AREA (BULKHEAD)
TREES USED AS MEASUREMENT BASELINE
IRON SURVEY PINS
WATER DEPTHS (Ft)AT NORMAL WATER
LEVEL (NWL)
RECEIVED
J U N - 7 2021
DCM-EC
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 MOD, LLC, and NC DCM, NC DEQ, and the
US ACOE for Permit processing purposes.
NO
1
PE STAMP
REVISION
Improve visability of Shoreline (NWL)
PROJECT TITLE:
DATE
06/03/21
SAMPSON CONTRAC TING, INC.
125 Hunters r rail West
Elizabeth City, NC 27909
MOD, LLC - LOT 43
SHORELINE PROTECTION DEVELOPMENT
DRAWING TITLE:
SITE DRAWING
OVERVIEW
SCALE: 1 IN. = 200 FT.
DRAWN:
TS
CHECKED: TJS
DATE: 01/15/21
PROJECT NO.: 07 - 100820
DRAWING NO.:
07 - 100B20 - 002
SHEET 1 OF 5

LEGEND/KEY
Property Of:
MOD LLC
257 Flagship Court
Property Of:
The Vonada Family Trust
268 Flagship Court
Property Of:
Sam Hassan & Donna Marie O'Doherty
249 Flagship Court
•
� N•
/
Property Of:
Lesley L. and Patricia F. Kersey
3065 Conners Drive
MOD LLC's Proposed Bulkhead (West Section)
Distance along Escarpment: 44-ft
Proposed Return Walls (2) 15' Each; 30-ft OA
Proposed Bulkhead (West Section) Structure
Total: - 74-ft
MOD LLC's Proposed Bulkhead (East Section)
Distance along Escarpment: 121-ft
Proposed Return Walls (2) 15' Each; 30-ft OA
Proposed Bulkhead (East Section) Structure
Total: - 151-ft
7-Ft MSL (100 Year Flood Plain)
0 50 100
200
SCALE: 1" = 80'
of
• '-6i't
►s
t :/.
I V
Riparian Property Line
15-Ft Riparian
Setback Line
0,32 Miles
To Nearest Land
15-Ft Riparian
Setback Line
Riparian Property Line
Vonada Family Trust's
Proposed Bulkhead along Escarpment 52-ft
Proposed Return Walls (2) 15' Each; 30-ft OA
Proposed Bulkhead Structure
Total: - 82-ft
YEOPIM
RIVER
SHORELINE - FROM CHOWAN COUNTY GIS
SHORELINE (NWL) - FROM MEASUREMENTS
TAKEN 1/13/21
LOT/BOUNDARY LINE
30' CAMA PUBLIC TRUST SHORELINE AEC
•
B/L HARDWOOD SWAMP ON WETLAND MAPS
404 WETLANDS AREA
x x x x NC COASTAL WETLANDS AREA
•
EROSION ESCARPMENT
PROPOSED BULKHEAD ALIGNMENT
NEIGHBOR'S BULKHEAD ALIGNMENT
PROPOSED DISTURBED AREA (BULKHEAD)
TREES USED AS MEASUREMENT BASELINE
IRON SURVEY PINS
WATER DEPTHS (Ft) AT NORMAL WATER
LEVEL (NWL)
RECEIVED
JUN - 7 2021
DCM-EC
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 MOD, LLC, and NC DCM, NC DEQ, and the
US ACOE for Permit processing purposes.
NO
REVISION
DATE
Improve visability of Shoreline (NWL)
06/03/21
PE STAMP
SAMPSON CONTRACTING, INC.
125 Hunters Trail West
Elizabeth City, NC 27909
PROJECT TITLE:
MOD, LLC - LOT 43
SHORELINE PROTECTION DEVELOPMENT
DRAWING TITLE:
SITE DRAWING
DEVELOPMENT AREA -EXPANDED
CALE: 1 IN. = 200 FT.
bRAW WG NO.:
RAWN:
TS
HECKED: TJS
DATE:
01/15/21
ROJECT NO.: 07 - 100820
07-100820 - 002
SHEET 2 OF 5

Property Of:
MOD LLC
257 Flagship Court
Property Of:
The Vonada Family Trust
268 Flagship Court
0
MOD LLC's Proposed Bulkhead (West Section)
Distance along Escarpment: 44-ft
Proposed Return Walls (2) 15' Each; 30-ft OA
Proposed Bulkhead (West Section) Structure
Total: - 74-ft
Property Of:
Sam Hassan & Donna Marie O'Doherty
249 Flagship Court
50
-
MOD LLC's Proposed Bulkhead (East Section)
Distance along Escarpment: 121-ft
Proposed Return Walls (2) 15' Each; 30-ft OA
Proposed Bulkhead (East Section) Structure
Total: - 151-ft
100
7-Ft MSL (100 Year Flood Plain)
200
SCALE: 1" = 40'
Riparian Property Line
15-Ft Riparian
Setback Line
YEOPIM
RIVER
15-Ft Riparian
Setback Line
Riparian Property me
Vonada Family Trust's
Proposed Bulkhead along Escarpment: 52-ft
Proposed Return Walls (2)15' Each; 30-ft OA
Proposed Bulkhead Structure
Total: - 82•ft
LEGEND/KEY
VXxxzsxXXI
SHORELINE FROM CHOWAN COUNTYGIS
SHORELINE (NWL) - FROM MEASUREMENTS
TAKEN 1/13/21
LOT/BOU NDARY LINE
— • 30' CAMA PUBLIC TRUST SHORELINE AEC
404 WETLANDS AREA
NC COASTAL WETLANDS AREA
EROSION ESCARPMENT
PROPOSED BULKHEAD ALIGNMENT
NEIGHBOR'S BULKHEAD ALIGNMENT
PROPOSED DISTURBEDAREA(BULKHEAD)
TREES USED AS MEASUREMENT BASELINE
IRON SURVEY PINS
WATER DEPTHS (Ft) AT NORMAL WATER
LEVEL (NWL)
RECEIVED
J U N - 1 2021
DCM-EC
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 MOD, LLC, and NC DCM, NC DEQ, and the
US ACOE for Permit processing purposes.
NO
REVISION
DATE
1
Improve visability of Shoreline (NWL)
PE STAMP
06/03/21
SAMPSON CONTRACTING, INC.
125 Hunters Trail West
Elizabeth City, NC 27909
PROJECT TITLE:
MOD, LLC - LOT 43
SHORELINE PROTECTION DEVELOPMENT
DRAWING TITLE:
SITE DRAWING
DEVELOPMENT AREA
SCALE:
1 IN. = 40 FT.
DRAWN:
TS
CHECKED: TJS
DATE:
01/15/21
PROJECT NO.: 07 - 100820
DRAWING NO.:
07 - 100820 - 002
SHEET 3 OF 5

LEGEND/KEY
19 =1{I.'31VOV
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11
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6'
6'
ESP 4.1 - 2 Vinyl Sheetpile
NOl LVA313
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5'-4"
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03
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-u
m
RECEIVED
MAY 7 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 MOD, LLC. 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:
SHORELINE
MOD, LLC
PROTECTION PROJECT
DRAWING TITLE:
BULKHEAD CONSTRUCTION DETAILS
SCALE: 1 ' = 5,
DRAWN:
TS
DRAWING NO.:
07 - 100820 - 002
SHEET 4 OF 5
CHECKED: TJS
DATE:
02/05/21
PROJECT NO.: 07 - 100820

LEGEND/KEY
Bulkhead
Proposed
Slope at A, B, C, D, J, K
1:6
Proposed
Slope at E, F, G, H,
1:24
50' 45' 40' 35' 30' 25' 20' 15' 10' 5
NWL at Sections & C
NWL at Sections B & I
NWL at Section F
NWL at Section K
NWL at Section D
NWL at Section E
NWL at Section A
NWL at Section F
NWL at,Section G
ESCARPMENT CONTOUR CROSS -SECTIONS
SCALE: 1" = 5'
-15'
-10'
5'
1 1 l -NWL
10
RECEIVED
MAY 7 2021
DCM-EC
GENERAL NOTES
1) Drawing is for permitting purposes only and not
construction.
2) Copyright © 2019 SAMPSON CONTF2ACTING,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 MOD, LLC. Written consent is herby granted to
NC DCM, NC DEQ, and the US ACOE for Permit processing
purPOSeS.
NO
REVISION DATE
PE STAMP
SAM PSON CONTRACTING, INC.
u
125 Hunters Trail West
Elizabeth City, NC 27909
PROJECT TITLE:
MOD, LLC
SHORELINE PROTECTION PROJECT
DRAWING TITLE:
ESCARPMENT CROSS -SECTIONS
SCALE: 1" = 5.
DRAWN:
TS
DRAWING NO.:
CHECKED: TJS
DATE:
04/21/21
PROJECT NO.: 07
- 100820
07 : 100820 - 002
SHEET 5 OF 5