20201871 Ver 1_CAMA Application_20210310

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
BRAXTON C. DAVIS
Director
March 10, 2021
MEMORANDUM:
NORTH CAROLINA
Environmental Quality
FROM: Gregg Bodnar, Assistant Major Permits Coordinator
NCDEQ - Division of Coastal Management
400 Commerce Ave., Morehead City, NC 28557
Fax: [phone] (Courier 04-16-33)
[e-mail]
SUBJECT: CAMA Application Review
Applicant: Brymar Properties of Viginia, LLC
Project Location: 27 Ballast Point Drive, Town of Manteo
Proposed Project: Shoreline stabilization, repair/replace platforms, add boatlifts and PWC
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to GreggBodnar at the address above by March 31, 2021. If you have any questions
regarding the proposed project, contact Sarah Loeffler (252-264-3901, ext. 232) when appropriate, in-
depth comments with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
*Additional comments may be attached*'"
PRINT NAME
AGENCY
SIGNATURE
DATE
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.
nx�ana cna uivn� � ���
o
Oaparaaen� of 6rviromwntai 9uMll,
North Carolina Department of Environmental Quality I Division of Coastal Management
Elizabeth City Office 1 401 South Griffin Street, Suite 300 1 Elizabeth City, North Carolina 27909
252.264.3901

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Brymar Properties of Virginia, LLC (c/o Mark Compton)
2. LOCATION OF PROJECT SITE: 27 Ballast Point Drive, portions of Lot 27 & Lot 28 within
the Ballast Point Phase 1 area of the Pirate's Cove subdivision, Manteo, Dare County,
adjacent to the Roanoke Sound.
3
4
Latitude: 35.9095990 N
INVESTIGATION TYPE: CAMA
Longitude: - 75.646596' W
INVESTIGATIVE PROCEDURE: Dates of Site Visit(s) — 10/29/2020
Was Applicant Present - No
PROCESSING PROCEDURE: Application Received Complete—2/11/2021
Office — Elizabeth City
6. SITE DESCRIPTION:
(A) Local Land Use Plan — Town of Manteo
Land Classification From LUP - Residential
(B) AEC(s) Involved: Public Trust Area (PTA), Estuarine Waters (EW), & Estuarine
Shoreline (ES).
(C) Water Dependent: Yes
(D) Intended Use: Private Residential
(E) Wastewater Treatment: Existing — Town of Manteo Central Sewer
Planned — N/A
(F) Type of Structures: Existing — Single-family residence, pool with concrete
surround, pier, platform, tie pilings (5), bulkhead,
retaining wall, groins (4) & breakwater sills (3).
Planned — Ramp, stairs, boat lifts (2), personal water craft
(PWC) lifts (2), platforms (3), & breakwater sills (3).
(G) Estimated Annual Rate of Erosion: NIA
Source - NIA
7. HABITAT DESCRIPTION:
A) Shallow Bottom PTA. & EW AEC's
B) High Ground Areas & ES AEC's
C) Other
Shaded
644 ft2 (platforms)
400 ft2 (boat lifts)
96 ft2 (PWC lifts)
756 ft2 (existing pier)
Filled
166 ft2
(breakwater)
(D) Total Area Disturbed: ± 1,486 ft2 (± 2,242 ft2 with pier)
(E) Primary Nursery Area: No
(F) Water Classification: SA;HQW Open to Shellfish Taking: Yes
Other
100 ft2 (ramp)
80 ft2 (stairs)

Field Investigation Report
Page 2
8. PROJECT SUMMARY: The applicant proposes the construction of three new sections of
vinyl sills placed parallel to the shoreline. They also propose the construction of three new
platforms at the end of the existing pier, two boat lifts, and two personal watercraft (PWC)
lifts adjacent to those platforms. In addition to .the water -dependent structures,the
applicant proposes to replace existing stairs currently providing access to the pier with a
ramp and construct a new staircase in the center of the property providing access to the
lower terrace of the yard.
Project Setting
The proposed development is located at 27 Ballast Point Drive (portions of Lots 27 & 28)
within the Ballast Point Phase 1 Section of Pirate's Cove subdivision. The property is within the
town of Manteo, Dare County, and is adjacent to the Roanoke Sound.
The property is platted at ± 15,000 ft2 (± 0.34 acres) and contains ± 147' of shoreline.
Elevations ranges from ± 3' at Normal Water Level (NWL) to ? 10' above NWL in the high
ground areas. A portion of the high ground is terraced into two levels by a vinyl retaining wall.
Man-made features within the property include a multi -level, single-family residence with stacked
decks, a pool area with a concrete surround, and cemented driveway. The property is vegetated
with landscape shrubs and domestic lawn grasses.
The shoreline of the property is hardened and contains man-made features including a
bulkhead, four derelict groins, and three dilapidated wooden breakwater sills (± 100'). Other
features include a pier (accessed by a set of stairs), a platform, and five tie pilings creating two
formalized slips, all located to the eastern side of the shoreline.
The applicant purchased the property in August 2020. No permit historywas submitted by
the applicant, but a search of :LAMA records found two general permits issued in 2004 to
previous property owner Mr. Brett Meisenheimer for water dependent structures.-CAMA General
Permit #37464A was issued on 4/01/2004 for the construction of a 130' pier with a 10'x20'
platform and two 8'x10' finger piers. Shortly thereafter, CAMA General Permit #38259A was
issued on 7/15/2004 for the construction of a 130' pier with a 10'x40' platform, and four tie pilings
which is consistent with the existing structures. A further search found three permits from 1995
issued to a previous property owner Roanoke Properties. CAMA General Permit #14112A,
#14386A, and #14913A permitted bulkheads and breakwater systems on portions or all of Lots
27, 28, and other adjacent lots.
The waters of the Roanoke Sound are joint waters, classified as SA & HQW, and are
open to shellfish taking. The property is located on the northern end of a peninsula and it is over
two miles across the water body to the opposite shoreline. The bottom substrate is hard bottom
sand and water depths within the project site range from ± 2' to ± 5' below NWL. No wetlands
were found to exist along the shoreline. A submerged aquatic vegetation (SAV) survey was
conducted and no rooted SAV was reported to be growing in the project area at that time. The
property is adjacent to an area designated by NC Division of Marine Fisheries as SAV habitat.
The shorelines of adjacent properties are also hardened with bulkheads and similarly developed
with piers, platforms, groins, and breakwater sills.

Field Investigation Report
Page 3
Development Proposal
The applicant is proposing to remove the existing breakwater sills and groins along the
shoreline of the property, and construct three new sections of slotted vinyl and timber pile
supported breakwater sills. A 42' section is proposed on the western side of the property,
followed by a centrally located 1 00'section, and ending with a 24' section on the eastern side. All
sections will be placed an average of 20' waterward of NWL with a maximum distance of 25 feet.
The sill sections will have five foot openings and will overlap each other by ten feet.
Other proposed development includes the removal of the existing platform and the
construction of a new 28' x 16' platform with two lower platforms (22' x 4' & 18' x 6') forming an
"L" shape on the western side. The applicant also proposes the installation of two uncovered
boat lifts located to the west and east of the new platforms. The proposed boat lift dimensions
are 12' x12' to the west and 16' x 16' to the east. Two uncovered personal watercraft (PWC) lifts
are also proposed with each lift measuring 8' x 6' and located on the southern edge of the lower
platform. This would create a total of four designated docking spaces on the property.
In addition to the water dependent developments, the applicant also proposes to replace
the existing stairs currently providing access to the existing pier with a 20' x 5' ramp. A new set of
10' x 8' stairs is also proposed between the upper terraced level and the lower terraced level to
provide better access to the lower yard. No impervious coverage is being proposed.
Water depths at the proposed development locations are ± 2' to ± 3' within the
breakwater sills area and ± 4.5' to ± 5.25' below NWL in the platform and lift areas. No rooted
SAV or wetlands were observed on the property or within the waters of the project area. The
decking and girders on the existing pier will be replaced during the construction period with the
dimensions remaining unchanged. The existing and proposed structures are similar to the others
in the area and the length of the proposed development meets the'/4 width rule. Waivers have
been requested and were granted by the adjacent property owners allowing for placement of the
proposed breakwater sills within the 15' setback. The proposed docking facility is ± 93' and
± 106' away from any adjacent docking structures.
Anticipated Impacts
• The proposed docking facility (consisting of three platforms and excluding the pier) will
shade 644 ft2 of Estuarine Waters and Public Trust Area AEC's.
• The installation of the proposed boat lifts and PWC lifts will increase the total number
of formalized docking spaces from two slips to four slips.
• The construction of the proposed pier access ramp and stairs to lower terraced area
will result in disturbance/shading of 180 ft2 within the 30' AEC Buffer.
• The construction of the proposed breakwaters along the proposed alignment will result
in the disturbance of 166 ft2 of shallow water bottom within the Estuarine Waters and
Public Trust Area AEC's.
Submitted by: Sarah Loeffler
Date: March 4, 2021

RECEIVED
27 Ballast Point Drive Manteo, NC
CAMA Major Project Narrative
Existing Conditions
1AN 14 2o21
®CM -EC
The Project Site is a 0.34-acre parcel owned by Brymar Properties of Virginia, LLC and located
at 27 Ballast Point Drive (Pirates Cove Subdivision) in Manteo, Dare County, NC. The Site is
waterfront, located on the Roanoke Sound side of the Subdivision.
Current site conditions include a two-story single-family residence with landscaped shrubs and
maintained grasses, a pool and associated concrete decking, a two-tier bulkhead, a dilapidated
slotted breakwater system, and pier/platform with two existing boat slips. There are no coastal
wetlands or non -coastal Section 404 wetlands present onsite. Adjacent properties to the north
and south consist of single-family residences with bulkheading, breakwaters, and piers.
Proposed Work
The proposed work requiring a CAMA Major Permit includes the removal of all dilapidated
breakwaters and groins along the shoreline of the subject property. The breakwaters will be
replaced with three new sections of slotted vinyl breakwater walls (timber pile -supported). The
42 LF section is proposed on the west side of the property, with a central 100 LF section and a
24 LF section on the eastern side of the property. The two end sections would extend to the
property line as shown on the accompanying plan. All breakwater replacement work has the
support of the adjacent riparian owners who are providing waivers and no objection statements
for work within the riparian corridors.
The owner also proposes to repair the existing 126 LF pier (decking and supports only- piles are
satisfactory and will remain) and remove and replace the platform at the end of the existing pier.
The new proposed platform would be 28 LF by 16 ft, with a 196 SF L-shaped lower platform
accessed by a 3 ft wide aluminum ramp. Along this new platform, two boat lifts (one 12 ft by 12
ft, and one 16ft by 16 ft) and two personal watercraft (pwc) lifts are proposed. Also proposed
are a ladder for water access and a fixed table as shown on the plan. In addition to the water
dependent structures, the owner proposes to replace the existing stairs that access the pier with
a ramp and add a new staircase in front of the existing pool to better access the lower yard.
There is no new impervious coverage associated with the project.
Purpose and Need
The property owner's current pier and breakwaters are in need of repair and replacement. The
breakwaters are dilapidated and are not functioning properly any more and the pier decking is
twisted and needs to be replaced. The new pier platform system will also allow for better safe
dockage, including two boats and two pwc's by installing lifts and a lower platform to reduce the
height above water for access. The new breakwaters would help to protect the property and will
remove the current failing ones that have become a hazard. This property and the nearby ones
at the end of Ballast Point are exposed to N-NE wind driven waves in addition to boat wake
forces. At least two of the owners to the southeast have similarly replaced their breakwaters in
the recent past for the same reasons. This new breakwater system will include deep pile
penetration and salt tolerant materials that will significantly improve the lifespan of the
structures.

RECEIVED
27 Ballast Point Drive Manteo, NC
CAMA Major Project Narrative
JAH 14 2021
The project proponent hereby certifies that all information contained herein is true, accura
and complete to the best of my knowledge and belief. The project proponent hereby requOCM-EC
that the certifying authority review and take action on this CWA 401 certification request within
the applicable reasonable period of time.

27 Ballast Paint
12/10/2020 Photos
JAN 14 2021
-E

DCM MP-1
RECEIVED
APPLICATION for
FEB 4' 2021
Major Development Perm -EC
(last revised 12127106)
North Carolina DIVISION OF COASTAL_ MANAGEMENT
1. Primary Applicant(Landowner Information
Business Name
Brymar Properties Of Virginia, Llc
Project Name (if applicable)
27 Ballast Point Drive
Applicant 1: First Name
Mark
Ml
A
Last Name
Compton
Applicant 2: First Name
MI
Last Name
ff additional applicants, please attach an additional page(s) with names listed.
Mailing Address
281 Independence Blvd.Suite 300
PO Box
City
Virginia Beach
State
VA
ZIP
23462
Country
USA
Phone No.
757 - 351
0741 ext.
FAX No.
Street Address (if different from above)
City
State
ZIP
Email
[e-mail]
2. Agenf/Contractor Information
Business Name
Quible & Associates P.C.
Agent/ Contractor 1: First Name
MI
Last Name
Brian
D
Rubino
Agent/ Contractor 2: First Name
MI
Last Name
Mailing Address
PO Box
City
State
870
Kitty Hawk
NC
ZIP
Phone No. 1
Phone No. 2
27949
252 - 491 -
9147 ext.
ext.
FAX No.
Contractor #
Street Address (if different from above)
City
State
ZIP
8466 Caratoke Hwy Bldg 400
Powells Point
NC
27966 -
PmaiI
[e-mail]
<Form continues on backs
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Form DCM MP-1 (Page 2 of 4) REC E I V ,_ APPLICATION for
Major Development Permit
FEB 4 2091
3. Project Location
,.
County (can be multiple)
Street Address
State Rd. #
Dare
27 Ballast Point Drive
Subdivision Name
City
State
Zip
Pirate's Cove Ballast Pt Phase 1
Manteo
NC
27954 -
Phone No.
Lot No.(s) (if many, attach additional page with list)
- - ext.
Lot 27, Lot 28 (portion of), , ,
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
Paquotank
Ronaoke Sound
c. Is the water body identified in (b) above, natural or manmade?
d. Name the closest major water body to the proposed project site.
®Natural ❑Manmade ❑Unknown
Roanoke Sound
e. Is proposed work within city limits or planning jurisdiction?
f. If applicable, list the planning jurisdiction or city limit the proposed
®Yes []No
work falls within.
Town of Manteo
4. Site Description
a. Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft.)
147 ft
15,000 SF
c. Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high water) or
nla, I I
NWL (normal water level)
(if many lot sizes, please attach additional page with a list)
10 ❑NHW or ®NWL
e. Vegetation on tract
Maintained grasses and lanscaped bushes and trees.
f. Man-made features and uses now on tract
Bulkhead and retaining wall, single family residence, pool, concrete driveway and pool deck, pier, platfrom, boat slips,
breakwaters, and groins.
g. Identify and describe the existing land uses adjacent to the proposed project site.
Single family residential
h. How does local government zone the tract?
1. Is the proposed project consistent with the applicable zoning?
SFR/PUD
(Attach zoning compliance certificate, if applicable)
®Yes ❑No ❑NA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? ❑Yes ®No
k. Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. ❑Yes ❑No ®NA
If yes, by whom?
1. Is the proposed project located in a National Registered Historic District or does it involve a ❑Yes ®No ❑NA
National Register listed or eligible property?
<Form continues on next pages
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Form DCM MP-1 (Page 3 of 4) R E C E I V7 D APPLICATION for
Major Development Permit
FEB 4. 2021
m. (i) Are there wetlands on the site? ❑Yes EDNo
(ii) Are there coastal wetlands on the site? DC 1 A V -E rk-1 []Yes ®No
(iii) If yes to either (1) or (ii) above, has a delineation been conducted? []Yes ®No
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
Town of Manteo central sewer
o. Describe existing drinking water supply source.
Town of Manteo
p. Describe existing storm water management or treatment systems.
Existing roadside swales and open space infiltration
5. Activities and Impacts
a. Will the project be for commercial, public, or private use? ❑Commercial ❑Public/Government
®Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
Private use boat and jet ski slips
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.
Barge, backhoe with hammer, hand tools.
d. List all development activities you propose.
The proposed project includes the repair of an exisitng pier and removal of an exisitng platform. This includes the addition of
a new platform with two boat lifts and two pwc lifts. The primary component of the project that requires a CAMA Major
Permit according to DCM is the replacement of an existing slotted breakwater system that is very important to protect the site
from wind -generated and boat wake wave energy. The existing breakwaters will be removed/replaced and the groins will be
removed permanently. See attached Project Narrative and CAMA Plan for a detailed description of all proposed work.
e. Are the proposed activities maintenance of an existing project, new work, or both? Both
f. What is the approximate total disturbed land area resulting from the proposed project? n/a ❑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.
Minor runoff from pier and platform (slotted decking), but no impervious cover proposed.
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 ❑No ®NA
If yes, attach a mitigation proposal.
Form continues on back>
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Form DCM MP-1 (Page 4 of 4)
RECEIVE
APPLICATION for
FEB 4 2021 Major Development Permit
6. Additional Information
In addition to this completed application form, (MP- f) the following items below, if applicable, must 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 property prepare the required items below
a. A project narrative.
b. An accurate, dated work plat (including plan view and cross -sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between 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.
Name Larry S. & Marjorie J. Gutshall Phone No.
Address PO Box 1316 Manteo, NC 27954
Name Timothy G. & Denise A. Shack Phone No.
Address 29 Ballast Point Drive Manteo, NC 27954
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.
Unknown. The previous owners have likley obtained a CAMA
Minor and a General Permit in the past. Current owners
have no copies of any past Permits.
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
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.
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.
further `certify that the information provided in this application is truthful to the best of my knowledge. j�,�
Date Z�z�ze? 4 Print Name bo" R' o%r`r' � tAS4^'� 'Fa�' ; V+�r �� {i�J
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
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RECEIVED
Form DCM MP-4
STRUCTURES
(Construction within Public Trust Areas)
)AN 14 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.
1. DOCKING FACILITY/MARINA CHARACTERISTICS
a. (i) Is the docking facility/marina:
[]Commercial ❑Public/Government ®Private/Comm unity
a (i) Dock(s) and/or pier(s)
(ii) Number 1 (repair and maintenance)
(iii) Length 126 ft
(iv) Width 6 It
(v) Floating []Yes ®No
e. (i) Are Platforms included? ®Yes []No
If yes:
(ii) Number 2
(iii) Length (1) 28 ft (1) 22 ft„& 18 ft
(iv) Width (1) 16 (1) 4ft & 6 ft
(v) Floating ❑Yes ®No
Note: Roofed areas are calculated from dripline dimensions.
g. (i) Number of slips proposed
4
(ii) Number of slips existing
2
i. Check the proposed type of siting:
❑ Land cut and access channel
❑Open water; dredging for basin and/or channel
®Open water; no dredging required
❑Other; please describe:
k. Typical boat length: owner has a 23 ft and 32 ft boats
m. (i) Will the facility have tie pilings?
❑Yes ®No
(ii) If yes number of tie pilings?
boat lift support piles only
El This section not applicable
b. (1) Will the facility be open to the general public?
❑Yes ®No
d. (i) Are Finger Piers included? []Yes ®No
If yes:
(ii) Number
(iii) Length
(iv) Width
(v) Floating ❑Yes [:]No
f. (i) Are Boatlifts included? ®Yes ❑No
If yes:
(ii) Number 4
(iii) Length 12 ft & 16 ft for boats; 8 ft for pwcs
(iv) Width 12 ft & 16ft for boats; 6 ft for pwcs
h. Check all the types of services to be provided.
❑ Full service, including travel lift and/or rail, repair or
maintenance service
❑ Dockage, fuel, and marine supplies
E Dockage ("wet slips") only, number of slips: 4
❑ 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).
Open runabouts and pwcs
I. (i) Will the facility be open to the general public?
❑Yes ®No
252-808-2808 :: 1-888-4RCOAST :: www-nccoastalmanaztement.net revised: 12/27106

Form DCM MP-4 (Structures, Page 2 of 4)
2. DOCKING FACILITY/MARINA OPERATIONS ®This section not applicable
a. Check each of the following sanitary facilities that will be included in the proposed project. El�� D
Office Toilets
❑ Toilets for patrons; Number: ; Location:
❑ Showers JAN 1 4 2021
❑ Boatholding tank pumpout; Give type and location:
b. Describe treatment type and disposal location for all sanitary wastewater.
c. Describe the disposal of solid waste, fish offal and trash.
d. How will overboard discharge of sewage from boats be controlled?
e. (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 overnight and live -aboard dockage?
k. Describe design measures that promote boat basin flushing?
I. If this project is an expansion of an existing marina, what types of services are currently provided?
m. Is the marina/docking facility proposed within a primary or secondary nursery area?
❑Yes ❑No
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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 marina/docking facility proposed within or adjacent to coastal wetlands/marsh (CW), submerged aquatic vegetati r
(SB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected. �[ C
❑CW ❑SAV ❑SB
OWL ❑None JAN 14 2021
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. ®CM —EC
3. BOATHOUSE (including covered lifts) ®This section not applicable
a. (1) Is the boathouse structure(s):
❑Commercial ❑Public/Government ❑Private/Community
(ii) Number
(iii) Length
(iv) Width
Note: Roofed areas are calculated from dripfine dimensions.
4. GROIN (e.g., wood, sheetpile, etc. If a rock groin, use MP-2, Excavation and Fill.) ® This section not applicable
a. (i) Number
(ii) Length
(iii) Width
15. BREAKWATER (e.g., wood, sheetpile, etc.) ❑This section not applicable
a_ Length 166 ft total (100 LF, 42 LF, & 24 LF)
c. Maximum distance beyond NHW, NWL or wetlands
25 ft
b. Average distance from NHW, NWL, or wetlands
20 ft
16. MOORING PILINGS and BUOYS ®This section not applicable
a. Is the structure(s):
❑Commercial ❑Public/Government ❑Private/Community
c. Distance to be placed beyond shoreline
Note: This should be measured from marsh edge, if present.
e. Arc of the swing
7. GENERAL
b. Number
d. Description of buoy (color, inscription, size, anchor, etc.)
252-808-2808 :: 1-888-4RCOAST :: www.nccoastalmanagement.net revised: 12127/06

Form DCM MP-4 (Structures, Page 4 of 4)
a. Proximity of structure(s) to adjacent riparian property lines b. Proximity of structure(s) to adjacent docking facilities.
0 ft (on adjacent ripairan corridor line) 78 ft on the south side, 25 ft to the north side
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body
2.1 miles
e. (i) Will navigational aids be required as a result of the project?
❑Yes ®No ❑NA
(ii) If yes, explain what type and how they will be implemented.
d. Water depth at waterward and of structure at NLW or NWL
+/- 5.0 ft (NWL)
U REEIE
JAN 14 2M
E V —E
8. OTHER ❑ This section not applicable
a. Give complete description:
A new access ramp to replace the existing stairs connecting the pier to the second tier of bulkheading. And, a new set of stairs
along the second tier of bulkhead to allow access to the yard. No impervious coverage is proposed in association with this
project.
Date
Project Name
lU1c+,rlc CG a-• V,!2jy --- Prof. -ki d4 V r �,•.- c �— irC
ant Name t ou+� (at-32, n o
Applicant Signature
252-808-2808 :: 1-888-4RCOAST :: www,nccoastalmanagement-net revised: 12/27/06

RECEIVED
6
1�0 BK 2408 PG 82 - 84 (3)
\A-\ This Document eRecorded:
.Fee: $26.00
FEB 4 2021
DOC# 700083073
08/31 /2020 03:40:15 PBCM-EC
Excise Tax: $3,080.00
(Qare County, North Carolina Transfer Tax: $15,400.00
Oheryl L. House, REGISTER OF DEEDS
Dare County Land T6nsfer No.: 3255-20 Land Transfer Tax: 15400.00 1985 Sessions Law Chapter 670 (HB 215)-
0
�. Space Above This Line For Recording Data
DEED
This instrument prepared by Charles D. Evans, Post Office Box 189, Manteo, NC 27954
Delinquent taxes, if any, to be paid by the closing attorney to the county tax collector upon
disbursement of closinroceeds.
Return to: Casey and Rpins, PC., Post Office Box 28, Nags Head, NC 27959
Transfer Tax: $15,400.0P Tax Parcel: 025694384
Excise Tax: $3,080.00 LT Number: 3 7-5 5 - 2(D
North Carolina, Dare County
Portion oWt' is 27 & 28 Phase 1, Ballast Point
THIS GENERAL_ WARRANQQ�WDEED made this August 25, 2020, by and between
GRANTOR v0
Brett K. Meisenheimer and wife, Tracie M0
Meisenheimer 4
Mailing address: 10430 Lonesome Rd.
Nokesville, VA 20181
GRANTEE
Brymar Properties of Virginia, LLC
N sling address: 281 Independence Blvd
Suite 300
Virginia Beach, VA 23462
WITNESSETH:
That the Grantor, for a valuable consideration, paid by thrantee, the receipt of which is
hereby acknowledged, has given, granted, bargained, sold' d conveyed, and by these
presents does hereby give, grant, bargain, sell and convey said Grantee, Grantee's
heirs, successors, administrators and assigns, all of that cert'n iece, parcel, or tract of land
situated, lying and being in the Town of Manteo, Nags Head T61 ship, Dare County, State
of North Carolina, and being more particularly described as follo�r-s;.
(continued on the following page)
d
submitted electronically by "Casey & Robbins, PC" in compliance with North Carolina statutes governing recordable docQ nts
and the terms of the submitter agreement with the Dare county Regist r of Deeds.
1.

Ur\ G`t%ju r %7 VJ
LJVVIY' I VVVVJV I J
�O
Being the Lot known a `A Portion of Lot 27 and a Portion of Lot 28, Ballast Point, Phase 1,
Pirate's Cove" as shown on the map or plat prepared by Martin J. Joyce, Professional Land
(purveyor, entitled Pirates Cove Recombination of Lots 26, 27, 28 and 29, Ballast Point,
I"
1, Town of Manteo, Dare County, North Carolina" recorded in Plat Cabinet E, Slides
d 195, Dare County Registry.
The property hereinabove described was acquired by Grantor by instrument dated
Septedt er 7, 1999, and recorded in Book 1313, Page 482, Dare County Registry.
�t9r a portion of the property herein conveyed _ includes or X does not include
the primar r�'residence of a Grantor.
TO HE AND TO HOLD the above described lands and premises, together with all
appurtenance§lereunto belonging, or in anywise appertaining, unto the Grantee, Grantee's
heirs, success" �N. administrators, and assigns forever.
AND THE SAID GRANTOR COVENANTS to and with said Grantee, Grantee's heirs,
successors, administrators, and assigns, that Grantor is lawfully seized in fee simple of said
lands and premises, a(!has full right and power to convey the same to the Grantee in fee
simple, and that said lapos and premises are free from any and all encumbrances, except as
set forth herein, and thaf Me Grantor will warrant and defend the title against the lawful
claims of all persons whorRftoever, with the exception of the following: Ad valorem taxes for
the year 2020 and subsequRr*K\years, and any easements and restrictions of record relating
to zoning, environment, subdiion, occupancy, use, construction, or development of the
subject property.
d
0
(continued o*he following page)
6
0
fit.
RECEIVED
FEB 4 2021
DCM-CC

urx c&ruu ry U&t
VVV7t I U%JVV%)V I %)
REINED
O UP 4 2021
D M-EC
�~ IN WITNESS WHEREOF, the Grantor has duly executed this instrument, this the day
�Td year first above written.
G$ ANTOR:
J� r
(SEAL)
Brett K. enheimer
(SEAL) Tracie f� Meisenheimer
STATE OF COUNTY) (CITY) OF _
6
certify that the wing person(s) personally appeared before me this day, each
acknowledging to me that r she voluntarily signed the foregoing document for the
purpose stated therein and "e capacity indicated: Brett K. Meisenheimer and wife, Tracie
M. Meisenheimer
Witness my hand and seal�ois,day of , 20 as
Affix Notary Seal Inside This Box
Z
{. Fu
of Notary Public
printed name of Notary Public
My commission expires: _O • aA - ad`l
6
0

MAJOR PERMIT FEE MATRIX
Applicant: Y►/'i V iVt AA0_ L Ito 10a4 C6 $Mf11
Selection
Development Type
Fee
DCM %
(14300 16014351000931625 6253)
DWO
(243001602 436100095 2341)
1. Private, non-commercial
development that does not
$250
100%($250)
0% ($0)
involve the filling or
excavation of any wetlands
or open water areas:
o
II. Public or commercial
development that does not
$400
100% ($400)
0% ($0)
involve the filling or
excavation of any wetlands
or o en water areas:
Major Modification to a
$250
100% ($250)
0% ($0)
CAMA Major permit
III. For development that
involves the filling and/or
excavation of up to 1 acre
of wetlands and/or open
water areas, determine if A,
B, C, or D below a lies:
III(A). Private, non-
commercial development, if
$250
100% ($250)
0% ($0)
General Water Quality
Certification No. 4097 (See
attached) can be a fed:
III(B). Public or commercial
development, if General
$400
100%($400)
p%($ 0 )
Water Quality Certification
No. 4097 (See attached)
can be a lied:
III(C). if General Water
Quality Certification No.
$400
60% ($240)
40% ($160 )
4097 (see attached) could
be applied, but DCM staff
determined that additional
review and written DWQ
concurrence is needed
because of concerns
related to water quality or
aquatic life:
ill(D). If General Water
Quality Certification No.
$400
$240
60% ( )
40% ($160)
4097 (see attached) cannot
be aEEIied7
IV. For development that
involves the filling and/or
$475
60% ($285)
40% $190 )
excavation of more than
one acre of wetlands and/or
open water areas:

1. OWNER/APPLICANT: BRYMAR PROPERTIES OF VIRGINIA, LLC.
281 INDEPENDENCE BLVD. STE 300
VIRGINIA BEACH VA, 23462
2. PROPOSED WORK:
A. (2) BREAKWATER WALLS — 100 LF. 42 LF, & 24 LF
B. — PIER: 6 FT BY 126 LF (TO BE REPAIRED)
— MAIN PLATFORM : 16 FT BY 24 FT
— LOWER LEVEL PLATFORM: 196 SF
—18 LF BY FT
—22 LF BY FT
— (2) BOAT LIFTS
—12 FT BY 12 FT
— 16 FT BY 16 FT
— (2) PWC LIFTS
.,
3. THIS IS NOT A BOUNDARY SURVEY. BOUNDARY INFORMATION BASED-
ON DARE COUNTY GIS TAX DATA. AERIAL OVERLAY IS GEOREFERENCED
1'..
2019 NOAA IMAGERY. WATER DEPTHS SURVEYED ON 12/10/2020 BY
QUIBLE & ASSOCIATES, P.C., USING GPS, RTK NETWORK. WATER DEPTH
h
ARE RELATIVE TO NWL (0.5' NAVD88). THIS INFORMATION SHALL NOT
;
BE CONSIDERED A CERTIFIED SURVEY. THIS SHALL BE CONSIDERED
1,..
PRELIMINARY AND FOR PERMITTING ONLY.
/!
.u'
NIP
` LARRYS. i
MAR.KMIE 1 60TSNALL
PIN.' 9890I4227W
\
DILAPIDATED
GROINS TO
BE REMOVED
1
..b#..
C k�
�X
\ y
�\
y 'A EXI5TIN6
•"'9' I� 7NO 5TORY
M1 51N6LE FAMILY t
fY RE5/DENSE
o 14
1�
I
TIMOTHY 6.
i; pt9 DENI5E A. 5HACK
t� ?PIN 46401422,765
10 FT BY 8 FT
I
PROPOSED
RAMP TO REPLACE
EXISTING STAIRS
20 FT BY 5 FT
1i
1 11
EX15TIN&
PROPOSED
BREAKWATER
TO REPLACE
EXISTING
EXISTING
DILAPIDATED
j✓BREAKWATER
r + TO BE REMOVED
Its PROPOSED NEW
BREAKWATER
I EXI5TIM5�
a�
RIPRAP
I
/ /
REPAII
ill
24 I
D
Ellli
C
' L
cN
n
EXISTING
126 LF BY 6 FT
PIER TO BE REPAIRED
COW10OI'
PROPOSED
196 SF
LOWER
PLATFORM
{TWO PROPOSED
PWC LIFTS
3FT
PROPOSED
BOAT LIFT
12FT BY 12FT
_,42 PROPOSED
/'PLATFORM
/ 28FT BY 16FT
)POSEDJ - \ ?7�
1MINUM\`PROPOSED
RAMP BOAT LIFT
16FT BY 16FT
----------------
�i
I5'RIPARIAN GOwDIOR
/REPLACE
SECTION i_.;EXI$TIAlS
EXISTING \\ BRERKIYATER
AKWATER \ „
\
\
\� EpX,�I�S�TI�N6S�.�
BREAK Y•TER
BE
BAY
517E
OMIT)'
Ow
RECEIVED
JAN 14 2021
D M—E V
ROANOKE 50W
PRELIMINARY
FOR CAMA
PERMITTING
ONLY
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NOTE: THIS DOCUMENT IS PRELIMINARY - NOT FOR CONSTRUCTION,
RECORDATION, SALES OR CONVEYANCES - THIS DOCUMENT IS FOR
DISCUSSION PURPOSES ONLY! EXISTING INFORMATION SHOWN ON THIS
DOCUMENT IS BASED ON BEST AVAILABLE DATA AND IS NOT A CERTIFIED SURVEY.
ALL INFORMATION SHOWN ON THIS DOCUMENT IS SUBJECT TO ANY REQUIREMENTS
BY ANY REGULATORY AGENCY, ENTITY OR AUTHORITY.
QUIBLE & ASSOCIATES, P.C. DOES NOT GUARANTEE THE ACCURACY OR THE
COMPLETENESS OF ANY INFORMATION IN THIS DOCUMENT AND IS NOT RESPONSIBLE
FOR ANY ERROR OR OMISSION OR ANY LOSSES OR DAMAGES RESULTING FROM THE
USE OF THIS INFORMATION.
3.0'
TYPICAL BREAKWATER SECTION TOP VIEW
*STRUCTURAL DESIGN BY OTHERS
NTS
NWL
i�
i
�
I
12'
h
1
SUBSTRATE
BOATLIFT CROSS SECTION
*STRUCTURAL DESIGN BY OTHERS
NTS
1' GAPS
rEVERY LINEAR FOOT
OR EQUIVALENT
�I
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WALL
(TIP)
N
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SUBSTRATE
TYPICAL BREAKWATER CROSS SECTION
*STRUCTURAL DESIGN BY OTHERS
NTS
TYPICAL JET SKI LIFT CROSS SECTION
*STRUCTURAL DESIGN BY OTHERS
NTS RECEIVED
SUBSTRATE
CENTER PIER CROSS SECTION
*STRUCTURAL DESIGN BY OTHERS
NTS
)AN 14 2021
DCM-EC
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