20200535 Ver 1_CAMA Application_20200420

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
BRAXTON C. DAVIS
Director
April 20, 2020
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)
q ream bod nar(rD ncdenr.gov
SUBJECT: CAMA/Dredge & Fill Application Review
Applicant: Mike Aslaksen
Project Location: 2156 Bass Court in Currituck County
Proposed Project: Dredge man-made canal, construct a bulkhead and a platform with a wet
slip attached.
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Greao Bodnar at the address above by May 11, 2020. If you have any questions
regarding the proposed project, contact Robert Corbett (252-264-3901, ext. 233 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.
North Carolina Department of Environmental Quality 1 Division of Coastal Management
Elizabeth City Office 1 401 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: Mike Aslaksen
2. LOCATION OF PROJECT SITE: 2155 Bass Court, Corolla, N.C. 27927. Adjacent to a
man-made canal basin leading to Knotts Island Bay which connects to the Currituck
Sound
Latitude: 36026'44.69"N Longitude: - 75052'20.76"W
3. INVESTIGATION TYPE: CAMA / Dredge & Fill
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit— 11/21/19
Was Applicant Present — No
5. PROCESSING PROCEDURE: Application Received Complete — 4/6/2020
Office — Elizabeth City
6. SITE DESCRIPTION:
(A) Local Land Use Plan — Currituck County
Land Classification from LUP - Limited Service Area
(B) AEC(s) Involved: Estuarine Waters (EW), Public Trust Area (PTA), and
Estuarine Shoreline (ES)
(C) Water Dependent: Yes
(D) Intended Use: Private Residential
(E) Wastewater Treatment: Existing — None
Planned — None
(F) Type of Structures: Existing — None
Planned - Bulkhead, Platform, Boat Slip
(G) Estimated Annual Rate of Erosion: Undetermined, the erosion is only on the
north side of the property adjacent to the
exiting bulkhead. This erosion is believed
to be from the constant boat traffic.
Source — Applicant
7. HABITAT DESCRIPTION: (Area ft2)
SHAnFn FXC:AVATFn Fill OTHER
(A) High Ground within
3,400 ft2 Disturbed
ES AEC
1,600 ft2 (Spoils)
(Bulkhead)
(B) Shallow Bottom EW
5,100 ft2 (Dredge)
276 ft2 (Bulkhead)
and PTA AEC
(C) Open Water EW
250 ft2 (Docking
and PTA AEC
Facili
(D) Total Area Disturbed: 10,626 ft2
(E) Primary Nursery Area: No
(F) Water Classification: SC Open to Shellfishing: No
8. PROJECT SUMMARY: The applicant proposes to dredge a man-made canal,
construct a new bulkhead, and install a new platform with a designated wet slip area
attached.

Mike Aslaksen
Field Investigative Report
Page 2
Project Setting
The site of the proposed development is located at 2155 Bass Court, Corolla, N.C. 27927.
Adjacent to a man-made canal & basin leading to Knotts Island Bay which connects to the
Currituck Sound.
The project location is a vacant lot, 16,988 sf in size, and has approximately 190' of
unhardened shoreline. The elevation of the property is approximately +3 feet above NWL.
According to the USDA's Natural Resources Conservation Services' Web Soil Survey, the
soil on the property is made up of Corolla-Duckston complex and vegetated with trees and
grasses that are mowed periodically. The adjacent riparian property to the northwest is a
similarly vegetated vacant lot with a bulkheaded shoreline. This bulkheads return wall along
the common property line has severely eroded the applicants shoreline adjacent to it. The
adjacent riparian property to the south is owned by the applicant and contains a single
family dwelling with a bulkheaded boat basin. The following riparian property contains a
single family dwelling, a bulkheaded shoreline, a boat ramp, 2 piers and a boatlift. Based or
available information there appears to be no archaeological sites on this property or nearby.
The man-made canal, which connects to Knotts Island Bay, is classified as Joint waters by
the agreement with the Marine Fisheries Commission and Wildlife Resources Commission.
The Division of Environmental Management's water quality classification for this waterbody
is SC and it is closed to shellfish taking. Water depths within the project site range from 0.8'
to 4.5' below normal water level (NWL) and average -2.9'. The bottom substrate within the
project area is made up of muddy sand. Submerged aquatic vegetation was not observed
growing within the project area. The project site does not contain any wetlands.
Development Proposal
The applicant proposes to mechanically dredge a 170' x 30' section of a man-made canal to
a connecting depth of -4.5'. All of the spoils will be kept on the project site and will be
located 30' from NWL. Once the dredging is complete the applicant proposes to construct a
170' wooden bulkhead. In order to connect to the bulkhead located on the adjacent property
to the north, the proposed bulkhead must extend a maximum distance of 17.5' waterward of
NWL. The proposed bulkhead alignment will then taper back to NWL over a distance of 40'
where it will continue to follow the same alignment landward of NWL for an additional 130'.
At this point the bulkhead returns 900 west for 15'. The remaining 18' of shoreline will
remain unhardened to allow for the wild horses to travel to and from the canal. Excavation
of trees and rootballs may be required along the shoreline. The bulkhead will be backfilled
using the spoils from the dredging once it has dried. Lastly the applicant proposes to
construct a 10' x 25' platform centered on the lot with a designated wet slip on the east side.
The platform location will not encroach within the 15' setback area and will not violate the'/<
waterbody width requirement.

Mike Aslaksen
Field Investigation Report
Page 3
Anticipated Impacts
• The dredging of the canal will result in the removal of 302 yd' of material within
the PTA and EW AEC as well as 21 yd3 of high ground within the ES AEC.
• The dredging of the canal will result in 5,100 ft2 of shallow water bottom
disturbance within the PTA and EW AEC.
• The spoil disposal area will disturb 1,600 ft2 of highground within the ES AEC.
• The construction of the bulkhead along the proposed alignment will result in the
filling of ±276 ft2 of the PTA and EW AEC along 170' of the ES AEC.
• The construction of the bulkhead will disturb ±3,400 ft2 of high ground within the
ES AEC.
• The construction of the docking facility will shade 250 ft2 of open water of the
PTA and EW AEC.
Submitted by: Robert Corbett
Date: 04/17/2020

r� Project Narrative:
Title: New bulkhead construction, new pier construction, and dredging to support
navigation of 2155 Bass Ct, Carova Beach, Corolla, Currituck County, North
Carolina.
Purpose: The purpose of the project is to stabilize the shoreline that has eroded due
to the high speed boat traffic in the Carova canals with a new bulkhead. In addition
to constructing the bulkhead, that is estimated to be 170 feet in length, proposed
improvements include a new 10' wide x 25' long pier located at the center and
parallel to the proposed bulkhead. To stabilize the property it is proposed that the
new bulkhead tie into the existing bulkhead of 2157 Bass Ct to the North and from,
that point South to the property pin separating 2155 Bass Ct and 803 Mullet Rd. It
is proposed that approximately 18 feet from the Southern point the bulkhead turn
West into the property and end to leave a section of natural shoreline to allow
access for the horses and other wildlife. The canal also will be dredged to the depth
at the entrance of the canal, approximately 4.5 feet at NWL, as it has become filled
and no longer supports vessel passage.
Construction methods: The owner have secured a North Carolina licensed
contractor to perform the installation services. It is proposed that the contractor use
standards bulk heading methods as follows:
Installation of a new 5ft tall x 170 ft long wooden bulkhead to include:
6x6xl2ft - Piles (5114 inch on center 2.5 marine grade- 5ft wall)
4x6x16ft - Wailers (Doubled 2.5 marine grade)
lx8x10ft - Sheathing (Double layered staggered joints 2.5 marine grade - 5ft wall)
5/8's x 2011 - Galvanized tieback rods (one at every post for deadmen 5ft wall)
5/8 - galvanized bolts (to bolt top wailer to pile)
5/8's Galvanized Ogee washers for deadmen - counter sunk
8x8x4ft deadmen (Ground contact)
6- 8 ft wide nylon mesh filter cloth
3 'A inch twist shank nails for bulkhead
2x8's - Top cap screwed down (Ground contact)
pier construction will consist of 6"x6"xl2' pilings installed 8' on center with a
2"x8" headers with 2"x6" decking. The purposed material is marine treated
construction timber approved by the Division of Coastal Management. Dredging of
the boat basin will be completed using an excavator and the material stored on the
property and used to stabilize the eroded areas.
Received
APR 6 266
DCM-EC

Receivd
IN MP-t
any r—; Ma
APPLICATION for
Major Development Permit``���'
(last revised 12/27106)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
Project Name (if applicable)
N/A
N/A
Applicant 1: First Name
MI
Last Name
Michael
L.
Aslaksen, Jr.
Applicant 2: First Name
MI
Last Name
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
PO Box
City
State
1122 Red Harvest Rd.
N/A
Gambrills
MD
ZIP
Country
Phone No.
FAX No.
21054
USA
443-995-8950 ext. N/A
N/A- -
Street Address (if different from above)
City
State
ZIP
N/A
N/A
N/A
N/A -
Email
[e-mail]
2. Agent/Contrector Information
Business Name
DBA Shoreline Marine Construction
Agent/ Contractor 1: First Name
MI
Last Name
Wesley
Flannagan
Agent/ Contractor 2: First Name
MI
Last Name
Jennifer
Flannagan
Mailing Address
PO Box
city
Slate
2246 Teal Rd
Corolla
NC
ZIP
Phone No. 1
Phone No. 2
27927
757-536-4903 ext.
757-635-3057 ext.
FAX No.
Contractor#
EIN# 45-5480243
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
Ao4 6 2020
APPLICATION for
Major Development Permit
r
3, Project Location
DIME
County (can be multiple)
Street Address
Slate Rd. 9
Currituck
2155 Bass Ct.
N/A
Subdivision Name
city
State
Zip
Carova Beach
Corolla
NC
27950 -
Phone No.
Lot No.(s) (if many, attach additional page with list)
443 - 995 - 8950 ext. N/A
Lot 79, Section 6, ,
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
Pasquotank River Basin
Man made calal/Basin Knotts Island Bay
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
Currituck Sound
e. Is proposed work within city limits or planning jurisdiction?
I. If applicable, list the planning jurisdiction or city limit the proposed
®Yes ONO
work falls within.
Currituck County
4. Site Description
a.
Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft.)
182 ft.
16,988sq, ft. (.39 acres)
c.
Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high water) or
.39 acre, I I
NWL (normal water level)
(If many lot sizes, please attach additional page with a list)
3.0 ft ®NHW or ❑NWL
e.
Vegetation on tract
Live oaks, pine trees, various small trees, tall grass and brush
f.
Man-made features and uses now on tract
No man made features on tract. No current use of the tract.
g.
Identify and describe the existing land uses adiacent to the proposed project site.
803 Mullet Rd. (located to the South) is the applicant's property with a house that is used as a family 2ntl home.
2157 Bass Ct. (located to the North) Undeveloped vacant lot with no known use.
801 Mullet Rd (located to the East of 803 Mullet) has a house and a shed and is a 2nd home to the Exum family.
h.
How does local government zone the tract?
1. Is the proposed project consistent with the applicable zoning?
Residential
(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?
I.
Is the proposed project located in a National Registered Historic District or does it involve a ❑Yes ®No ®NA
National Register listed or eligible property?
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Form DCM MP-1 (Page 3 of 4) Received APPLICATION for
Major Development Permit
AN 6 2020
m. (i) Are there wetlands on the site? 1pVAt ❑Yes NNo
(ii) Are there coastal wetlands on the site? DC �-E C ❑Yes NNo
(iii) If yes to either (i) or (ii) above, has a delineation been conducted? ❑Yes ENO
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
N/A
o. Describe existing drinking water supply source.
N/A
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 ❑PubliciGovemment
NPrivate/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
Purpose is to stabilize the property's shoreline that has been eroded from the high speed boat traffic of the Carova canals.
The property adjoins the applicants main residence and once stabilized will serve as a buffer to other development other
than that of the owner if they determine that need in the future.
c. Describethe 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.
Standard bulkhead construction using approved methods and marine treated lumber. In order to support navigation dredging
of basin will be done with a single excavator and the material appropriately stored on the property per CAMA guidance until it
can be used to backfill behind the bulkhead. Bulkhead construction will use a single backhoe. All of the equipment will be
stored on the property when in use for each phase.
d. List all development activities you propose.
Installation on new bulkhead and piers. Dredging of basin to depth at entrance of the basin. Installation of small pier parrallel
to bulkhead.
e. Are the proposed activities maintenance of an existing project, new work, or both? New
I. What is the approximate total disturbed land area resulting from the proposed project? 9500 NSq.Ft or ❑Acres
g. Will the proposed project encroach on any public easement, public accessway or other area ❑Yes NNo DNA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
Limited to rain run off from the property. No structures or septic systems exist.
I. Will wastewater or stormwater be discharged into a wetland? Dyes ONO NNA
If yes, will this discharged water be of the same salinity as the receiving water? Dyes ❑No DNA
I. Is there any mitigation proposed? ❑Yes ONO ®NA
If yes, attach a mitigation proposal. Ji
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Form DCM MP-1 (Page 4 of 4)
APPLICATION for
Major Development Permit
6. Additional Information
In addition to this completed application form, (MP-1) the following items below, if applicable, must be submitted in order for the application
package to be complete. Items (a) — (0 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 LAWRENCE R MORALES MD Phone No, [phone]
Address 2677 WIMBLEDON POINT DR; Virginia Beach, VA 23454
Name BRUCE W EXUM Phone No. 757-635-7230
Address 621 HERON POINT CIRCLE, Virginia Beach, VA 23452
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.
NIA
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.
1 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.
bate] 3 3 //at> Print Name Michael L. Aslaksen, Jr
A2�
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
EDCM MP-4 Structures Information Received
pp4 6 ®2CC�2L/1�
IiI EC
252.808-2808 ,. 1-888.4RCOAST .. www.nccoastalmanagement.net

Form DCM 1013-2
EXCAVATION and FILL
Received
Ao7 6 2020
(Except for bridges and culverts) DMEC
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
Describe below the purpose of proposed excavation and/or fill activities. All values should be given in feet.
Access
Other
Channel
(NLW or
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
Breakwater
(excluding
shoreline
NWL)
stabilization
Length
NWL
170'
Width
NWL
30'
Avg. Existing
NWL
2.9'
NA
NA
Depth
Final Project
NWL
4.5'
NA
NA
Depth
1. EXCAVATION
a. Amount of material to be excavated from below NHW or NWL in
cubic yards.
302
c. (i) Does the area to be excavated include coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB
❑WL ®None
(it) Describe the purpose of the excavation in these areas!
Dredge canal to depth at entrance to allow vessel use.
2. DISPOSAL OF EXCAVATED MATERIAL
a. Location of disposal area.
2155 Bass Ct. Corolla, NC (same location of major permit)
c. (1) Do you claim title to disposal area?
®Yes []No ❑NA
(it) If no, attach a letter granting permission from the owner.
e. (!)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
(it) Describe the purpose of disposal in these areas:
Stabilize property from erosion and backfill for bulkheading
[]This section not applicable
Type of material to be excavated.
sand
d. High -ground excavation in cubic yards.
21
❑This section not applicable
b. Dimensions of disposal area.
40ItX40ft
d. (I) Will a disposal area be available for future maintenance?
❑Yes ®No ❑NA
(it) If yes, where?
f. (i) Does the disposal include any area in the water?
[]Yes ®No ❑NA
(it) If yes, how much water area is affected?
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Form DCM MP-2 (Excavation and Fill, Page 2 of 3)
3. SHORELINE STABILIZATION ❑This section not applicable
(if development is a wood groin, use MP-4 — Structures)
a. I ype or snoreune stamizanon:
®Bulkhead ❑Riprap ❑Breakwater/Sill ❑Other:
C. Average distance waterward of NHW or NWL: 5.ge8'
e. Type of stabilization material:
Approved treated lumber, filter cloth, galvanized hardware, and
backfilled with dredged material after approved curing process.
g. Number of square feet of fill to be placed below water level.
Bulkhead backfillitLo* 1144ajprap _
Breakwater/Sill RJ?C Other_
j, Source of fill material.
excavation of canal
D. Lengm: im
Width: P
d. Maximum distance waterward of NHW o NWL 17.5ft
I. (i) Has there been shoreline erosion during preceding 12
months?
®Yes []NO ❑NA
(jj) If yes, state amount of erosion and source of erosion amount
information.
Erosion from high speed boat traffic in the Carova canals to
unprotected shoreline.
h. Type of fill material.
sand
4. OTHER FILL ACTIVITIES ®This section not applicable
(Excluding Shoreline Stabilization)
a. (i) Will fill material be brought to the site? ❑Yes []No ❑NA b. (I) Will fill material be placed in coastal wetlands/marsh (CW),
If yes, submerged aquatic vegetation (SAV), shell bottom (SB), or
other wetlands (WL)? If any boxes are checked, provide the
(it) Amount of material to be placed in the water _ number of square feet affected.
(fii) Dimensions of fill area _ ❑CW ❑SAV _ ❑SB _
(iv) Purpose of fill ❑WL ❑None
(it) Describe the purpose of the fill in these areas:
5. GENERAL
a. How will excavated or fill matedal be kept on site and erosion
controlled?
Material will be stored at the site of the permit with a silt fence
installed around the material to control erosion.
c. (I) Will navigational aids be required as a result of the project?
❑Yes SNO ❑NA
(it) if yes, explain what type and how they will be implemented.
New bulkhead, pier, and dredging of 2155 Bass Ct, Corolla, NC
Date 3131 /"
b. What type of construe
backhoe, or hydraulic
backhoe
d. (I) Will wetlands be crossed in transporting equipment to project
site? ❑Yes SNo ❑NA
(11) If yes, explain steps that will be taken to avold or minimize
environmental impacts.
Project Name
Michael L. Aslaksen, Jr.
Received
pDq 6 H2O
252.808.2808 :: 1-888-4RCOAST :: wwwmccoastalmananement.net ievised: 12/26/06
DMEC

Form DCM MP-2 (Excavation and Fill, Page 3 of 3)
Received
Applicant Name
�/ /f _ �" 6 2020
Applicant Signature ®A e .�-^ ^
252.808.2808:: 1.888.4RCOAST:: www.nccoastalmanaaement.net revised: 12126/06

Received
Form DCM MP-4 ppi;l 6 1020
STRUCTURES DM
(Construction within Public Trust Areas) 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 ®Privale/Community
c. (i) Dock(s) and/or pier(s)
(ii) Number _
(!if) Length _
(iv) Width _
(v) Floating ❑Yes ❑No
e. (1) Are Platforms included? ®Yes ❑No
If yes:
(it) Number 1
(!if) Length 10
(N) Width 25
(v) Floating ❑Yes ®No
Note: Roofed areas are calculated from dripline dimensions.
g, (i) Number of slips proposed
1
(if) Number of slips existing
1. 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: 20'
m. (i) Will the facility have tie pilings?
❑Yes ®No
(ii) If yes number of tie pilings?
El This section not applicable
b. (i) Will the facility be open to the general public?
❑Yes ®No
d. (i) Are Finger Piers included? []Yes []No
If yes:
III) Number
(III) Length
(iv) Width _
(v) Floating []Yes []NO
f. (i) Are Boatlifts included? ❑Yes ❑No
If yes:
(it) Number
(III) Length
(iv) Width
h. Check all the types of services to be provided.
❑ Full service, including travel lift and/or rail, repair or
maintenance service
❑ Dockage, fuel, and marine supplies
® Dockage ('Wet slips") only, number of slips: 1
❑ Dry storage; number of boats:
❑ Boat ramp(s); number of boat ramps:
❑ Other, please describe:
J. Describe the typiml boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types).
Carolina Skiff
I. (1) Wilt the facility be open to the general public?
❑Yes ®NO
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Form DCM MP-4 (Structures, Page 2 of 4)
2. DOCKING FACILI MMARINA OPERATIONS ®This section not applicable
a. Check each of the following sanitary facilities that will be Included In the proposed project.
❑ Office Toilets
❑ Toilets for patrons; Number: Location!
❑ Showers
❑ 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.
(iq 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?
mom+ Alen in �%A
m. Is the marinaldocking facility proposed within a primary or secondary nursery area? A"E 7020
❑Yes ❑No
DCM-EC
252-808.2808 :: 1.888.4RCOAST :: www.nccoastafmanagement.net revised: 12/27/06

Forth QCM 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 vegetation (SAV), shell bottom
(SB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected,
❑CW ❑SAV ❑SB
❑WL ❑None
p. Is the proposed marina/docking facility located within or within dose proximity to any shellfish leases? []Yes []No
If yes, give the name and address of the Ieaseholder(s), and give the proximity to the lease.
3. BOATHOUSE (including covered lifts) ®This section not applicable
a. (i) Is the boathouse structure(s):
❑Commercial ❑Public/Gowmment ❑Private/Community
(it) Number
(!it) Length _
IN) Width
Note- Roofed areas ere calculated from dripline dimension.
4. GROIN (e.g., wood, sheetpile, etc. If a rock groin, use MP-2, Excavation and Fill,) ®This section not applicable
a. (i) Number _
(11) Length
(it!) Width _
5. BREAKWATER (e.g., wood, sheetpile, etc.) ®This section not applicable
e. Lengtn
c. Maximum distance beyond NHW, NWL or wetlands
D. t,verage Distance trom rvnvv, N WL, or wenanas
6. MOORING PILINGS and BUOYS ❑This section not applicable
a. Is the structure(s):
❑Commercial ❑PublidGovemment ❑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.)
Received
pn,t G MID
DCM-EC
252-808.2808 :: 1.888-4RCOAST :: www.nccoastaimananement.net revised: 12/27/06

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.
60ft from property to the North; 60ft from the property to the 85 ft from adjacent boathouse
South.
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body
100 ft
g. (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 waterxard end of structure at NLW or NWL
4.5ft
8. OTHER ®This section not applicable
a. Give complete description:
�! 3// a- 6
Date
New bulkhead, new pier construction, and dredging of 2155
Bass Ct., Carova Beach, Corolla, NC
Project Name
Michael L. Aslaksen, Jr
Applicant Name -
Applicant Signature
252-808.2808:: 1.888-4RCOAST :: www.nccoastalmanapement.net revised: 12/27/06

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Received
t.^r� 6 2020
Title: Bulkhead detail of 2155 Bass
ROMIC
Ct., Carova Beach, Corolla, NC
Applicant: Michael L. Aslaksen, Jr.
Date of plate preparation: 03/31/2020
Drawing number: 3 of 3
Top Cap
(Optional)
Grade
4"x6"x16' 2.5 CCA PCF Wafers
5/8" Timberbolt With Nut & Washer
Dock or Ogee Washer & Nut
At Each PilefWaler Intersection
Countersunk(if desired)
(tst�
1' Minimum below
Dock or Nut
finished grade
Countersunk d desired)
T
5/8" x10' Minimum Long Galvanized Tie
6"x6" 2.5 CCA PCF Marine
Back Rod
4/
grade Pilings Spaced 64"
(Do Not Bend Rod) for illustration purposes
only
5/8 Timberbolt or Spike
lM
Cover With Filter Fabric
(typical)
Pile Embedment
Sheeting
Depth To Exposed
Height
1"x8" Double Layer or 2"
Deadman
in Y out)
Tongue & Groove.
6°x6'k6'0" 2.5
CCA Rated
Lumber
Piling Minimum 2' Longer
�_
Than Sheathing

III IIIIIIIIIIII33615IIIIIIIIIII
Doc d 36158
Recorded: 11:of2 AM
Fee Amt. $26.00 Page 1 of 2
26.00 Page
Excise Tax: $148.00
TRANSFER TAX AMOUNT % yQ o�i tit
f
Currituck Countv North Carolina
DATE/CO CTOR— j �5 arj l'g �(�(
Denise A. Hall, Register of Deeds
eK 1446 254 266
PG - (2)
O
Excise Tax:
Y
Recording Time, Book and Page:
Parcel No: 087A•000-00 06
Mail after recording to:Brumsey & Brumsey, PLLC, PO
Y
Box 100, Currituck, NC 27929
This instrument was prepared by: William Brumsey, IlUtjj FBe No: 181352371
Brief Description for Index: (�% I Lot 79, Section 6, Carova Beach
�0
NORTH CAR(X1NA GENERAL WARRANTY DEED
This DEED, made this Ilth ,day of May 2018 by and between
GRANTOR
BEATRICE M. JAY, unmarried
755 Pelton Ave.
Staten Island, NY 10310
Enter in appropriate block for each party:
GRANTEE
MICHAEL L. ASLAKSEN, JR. and wife,
DEBRA M.ASLAKSEN
0 1122 Red Harvest Road
�fY, Gambrills, MD 21054
dappropriate, character of entity, e.q. corporation or partnership.
name, address, au0.
The designation Grantor and Grantee as used herein shall includ4id 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 6211tee, the receipt of all of which is hereby acknowledged,
has and by these presents does grant, bargain, sell and convey unto the saidoantees in fee simple, all that certain lot or parcel of land
situated in the City of, Fruitvi0e Township, Currituck County, North Caro to more particularly described as follows:
All that certain lot of land shown and designated as Lot 79, Section re the plat of Carova Beach recorded in Map
Book 2, Page 161 in the office of the Register of Deeds of Currituck Co".Stanley M. Jay passed on October 22, 2014 while a resident of the State oP�ww York.
All or a portion of the property herein conveyed _ includes or X does not includ�t primary residence of a Grantor.
This Instrument prepared by: William Brumsey, III, a licensed North Carolina attorney..E4tlnquent taxes, if any, to be paid by
the closing attorney to the County tax collector upon disbursement of closing proceeds. a
�2
Received
t^n 6 2020
DMEC

fee stthc%tor
And covenants with the Grantee, that Grantor is seized of the premises in fee simple, has the right to convey the same in fee
simple,tl is marketable and Gee and clear of all encumbrances, and that Grantor will warrant and defend the title against the
lawful cla' of all persons whomsoever except for the exceptions hereinafter stated.
Title to the propl�hereinabove described is subject to the following exceptions:
Reservations, restr[caons and easements of record.
Restrictive Covenants`pcorded in Deed Book 110, Page 106, Currituck County Registry.
IN WITNESS WHEREOF, t motor has hereunto set his hand and seal, or if corporate, has caused this instrument to be signed in its corporate
name by its duly authorized o cm and its seal to be hereunto affixed by authority of its Board of Directors,
the day and year first above written.
l (SEAL)
------------------------- ----------- - ------
(Corporate Name) BEATRICE M. JAY
By SEAL
-- - — -. —
__-. � President
ATTEST:
Secretaryo orate Seal)
(SEAL)
(SEAL)
STATE OF COUNTYICIM qF
I, L O C • '� n c% 'S 0- r a Notary Public do hereby certify
that BEATRICE M. JAY personally
appeared before me this day and acknowledged the due execu i t of the foregoing instrument for the purposes therein expressed.
Witness my hand and official stamp or seal this day of May 2018.
LORI ANN CASHMAN
Notary Public - State of New York
No.01CA6066176
✓AFFIX SEALOualiOed In Richmond County
My Commission Expires Nov. 13, 2021
✓ `^T'y/,ftlt �UL.tul1 1L. r L,L� (SEAL)
Notary Public f,
v�O
My commission expires: t t k. I -!j� r-0 r�
d
O
\v2
Received
pn4 6 1020
DCM-EC

MAJOR PERMIT FEE MATRIX
Applicant: Mike Aslaksen
Selection
Development Type
Fee
DCM %
DWQ %
(14300 1601 435100093 1625 6253)
(24300 1602 435100095 2341)
I. Private, non-commercial
❑
development that does not
$250
100% ($250)
0% ($0)
involve the filling or
excavation of any wetlands
water areas:
ic or commercial
pment that does not
$400
100% ($400)
0% ($0)
the filling or
[E]];Major
tion of any wetlands
open water areas:
Modification to a
$250
100%($250)
0%($0)
Major ermit
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 applied:
III(B). Public or commercial
❑
development, if General
$400
100% ($400)
0% ($0)
Water Quality Certification
No. 4097 (See attached)
can be applied:
III(C). If General Water
❑
Quality Certification No.
$400
60% ($240)
40% ($160)
4097 (see attached) could
be applied, but DCM staff
determined that additional
review and written DWQ
concurrence is needed
because of concerns
related to water quality or
aquatic life:
III(D). If General Water
Quality Certification No.
$400
60% ($240)
40% ($160)
rFE-ij
4097 (see attached) cannot
be applied:
IV. For development that
involves the filling and/or
$475
60% ($285)
400%, ($190)
excavation of more than
one acre of wetlands and/or
o en water areas: