20230090 Ver 1_CAMA Application_20230213

ROY COOPER
Governor
ELIZABETH S. BISER
Secretary
BRAXTON DAVIS
Director
MEMORANDUM:
NORTH CAROLINA
Environmental Quality
February 13, 2023
FROM: Curt Weychert, Major Permit Infrastructure Coordinator
NCDEQ - Division of Coastal Management
400 Commerce Ave., Morehead City, NC 28557
Fax: [phone] (Courier 04-16-33)
curt.weychert(cancdenr.gov
SUBJECT: CAMA Major Permit Application Review
Applicant: Erica and Jong Sob Kim
Project Location: 0 Strawhorn Drive Aurora, Beaufort County North Carolina
Proposed Project: Propose to place a bulkhead and riprap waterward of NWL and a riprap
march revetment waterward foisting wetlands for combined 93' of shoreline
stabilization. Proposal also includes construction of single-family dwelling
as well as a pier with platform and boatlift.
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Curt Weychert at the address above by March 8, 2023. If you have any
questions regarding the proposed project, contact Ashley Grandy [phone] 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.
D EQ �� North Carolina Department of Environmental Quality I Division of Coastal Management
Washington Office 1 943 Washington Square Mall I Washington, North Carolina 27889
Department ofEmvonmeme r� /'� 252.946.6481

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME Erica & Jong Sob Kim
2. LOCATION OF PROJECT SITE: located Strawhorn Creek Rd at 0 Strawhorn Drive near SR 1901 on
Strawhorn Point in Aurora, Beaufort County, North Carolina
Location 35.339353° N-76.653582° W
3. INVESTIGATION TYPE: CAMA/Dredge & Fill
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit — 29 June 2022
Was Applicant Present — yes
5. PROCESSING PROCEDURE: Application Received — 18 January 2023
Office — Washington
6. SITE DESCRIPTION:
(A) Local Land Use Plan -1997 Beaufort County Land Use Plan
Land Classification from LUP - Conservation (water, wetlands), Rural (land)
(B) AEC(s) Involved: Public Trust Shoreline, Public Trust Area, Estuarine Waters, Estuarine
Shoreline
(C) Water Dependent: yes
(D) Intended Use: Private/Residential
(E) Wastewater Treatment: Existing — none
Planned - septic tank and drain fields
(F) Type of Structures: Existing — Old bulkhead and riprap remains
Planned — Vertical bulkhead, marsh revetment, Riprap, single family
dwelling, pier with platform, and boatlift
(G) Estimated Annual Rate of Erosion: +5'
(H) Source — applicant
7. HABITAT DESCRIPTION: [AREA]
DRF.nCTFD PT1 T Pn nTLTU
(A) Vegetated Wetlands
(404)
(B) Non -Vegetated Wetlands
15,400 ft2
River Bottom
Riprap & backfill
708 ft2 of shading
impact -
pier & platforms
(C} Other (Uplands)
covered
1,897ft2 house
and driveway
(D) Total Area Disturbed: ±18,005ft2 (0.41 acres)
(E) Primary Nursery Area: No
(F) Water Classification: SB NSW Open: No

8. PROJECT SUMMARY: The applicant proposes to place a bulkhead and riprap waterward ofNWL and a
riprap marsh revetment waterward of existing wetlands for a combined 936' of shoreline stabilization. The
proposal also includes construction of a single-family dwelling as well as a pier, with platform and boatlift.

Erica & Jong Sob Kim
Lot 5 Strawhorn Point
Aurora, Beaufort County, NC
Project setting
Mr. Brian Rubino of Quible and Associates on behalf of Mr. & Mrs Jong Sob Kim has
submitted the following application for the installation of a vertical bulkhead and riprap along
with a coastal shoreline riprap marsh revetment for shoreline stabilization as well as installation
of a pier with platform and boatlift and a single family dwelling. The project site is located at 0
Strawhorn Drive near SR 1901 and Strawhorn Creek Rd on Strawhorn Point on the Pamlico
River, in Aurora, in Beaufort County, North Carolina
The site involves a 4.06-acre tract of land adjacent the Pamlico River. The proposed
project area is broken into three sections around Strawhorn Point along the Pamlico River. The
project site is a high impact heavily eroded shoreline with an extensive area of the shoreline
being covered with coastal and Section 404 wooded wetlands. The applicant proposes to
stabilize a large majority of their shoreline as well as reclaim some land that was previously
landward of an existing bulkhead. The application also includes the installation of a pier with
platform and boatlift for water access to the Pamlico River. The majority of the shoreline in the
project area is vegetated with wetland grasses however the remainder of the project site is
heavily eroded high ground with upland grasses, wax myrtle and mature pines. While both
Coastal Wetlands and Section 404 Wetlands have been delineated on the property, no filling of
wetlands has been proposed for this project.
The adjacent upstream (west) property is an undeveloped natural wooded shoreline with
no man-made structures on -site. The downstream end of the project area located within
Strawhorn Creek is also an undeveloped shoreline with no man-made structures on -site. The lot
appears to be heavily wooded with wetlands along the creek.
The site elevation is 13' above normal water level (NWL) along the Pamlico River and
±1' along Strawhorn Creek. Pamlico River is classified as SB;NSW at the project site by the
Environmental Management Commission. The area along the Pamlico River is coastal fishing
waters and the area within Strawhorn Creek is inland fishing waters. There were no SAV's
present at the time of field visit.
Project description
The applicant proposes to replace 420' of vertical bulkhead including return wall an
average of 12' waterward of the heavily eroded high ground but significantly landward of the
original bulkhead alignment and to install 294' of riprap at a 2 to 1 slope an average of 12'
waterward of the vertical bulkhead to enhance shoreline stabilization along the river. The
applicant also proposes placement of a 642' riprap marsh revetment with a 12' base not to
exceed 6" above NWL to protect the eroding wetlands facing the Pamlico River. The placement
of the bulkhead beyond NWL will result in 4,168ft2 of shallow bottom fill and with a base width
of 12' the riprap will have a total footprint of 11,232 W. Also included is the installation of a 6'
by 94' pier with a 12'x12' L-head platform with 12' x 12' uncovered boatlift placed on the West
side of the platform. Finally, the applicant proposes a 26' by 55' single-family dwelling and
driveway with 1,897 ft2 of impervious impact in the 75' CAMA AEC including 428 ft2 of
impervious impact in the 50' NCDWR Tar/Pamlico River Buffer.

Anticipated impacts
The project as proposed will result in the filling of 15,400 ft2 of river bottom associated
with the placement of the vertical bulkhead and riprap revetments for shoreline stabilization.
Also included in the proposal is the construction of a pier and platform which will have a total
shading impact of 708 ft2 of river bottom. The project will result in short term localized turbidity
as a result of the construction activities associated with installing the bulkhead, pier and
platform.
T. Ashley Grandy — 2 February 2023

AGENT AUTHORIZATION FOR CAMA PERMIT APPLICATION
Name of Property Owner Requesting Permit: Erica and Jong sob Kim
Mailing Address: 11317 Claybank Pi.
Raleigh, NC 27613
Phone Number: [phone]
Email Address:
[e-mail]
I certify that I have authorized Quible & Associates, P.C.
Agent 1 Contractor
to act on my behalf, for the purpose of applying for and obtaining all CAMA permits
necessary for the following proposed development: shoreline restoration,
bulkhead and fill, rock stabilization, pier and slip, homesite
at my property located at Lot 5 Stawhorn Point Subdivision, Aurora, , NC
in Beaufort County.
1 furthermore certify that 1 am authorized to grant, and do in fact grant permission to
Division of Coastal Management staff, the Local Permit Officer and their agents to enter
on the aforementioned lands in connection with evaluating information related to this
permit application.
Property Owner Information:
i
i re
Print or Type Name
Title
l l 218 120 Z
Date
This certification is valid through 12 1 31 I 2023
RECEIVED
DEC 2 0 202Z
CM-WpaRO

Pro'ect Narrative
RECEIVED
DEC 2 0 2022
DCM-WARD
Lot 5, Strawhorn Point
CAMA Major Permit
The project is located on Strawhorn Drive in rural unincorporated Beaufort County, North Carolina. For
reference, the property is approximately centered on 35.339353°N and-76.6535820W. The subject
property is currently 4.02 acres of undeveloped wooded uplands and wetlands. When platted in 1997, the
property was over 6 acres and has reduced in size due to erosion. Coastal Section 404 wetlands are
present on the site and are the dominate wetland type. Other Section 404 wetlands include woody scrub -
shrub wetlands that are at a higher ground elevation than the coastal wetlands. This property is situated
on the Pamlico River and is suffering from a high rate of erosion due to the large amount of fetch near the
mouth of the Pamlico River. It can be seen using Google Earth historic aerials that the shoreline has
eroded substantially in the last 20 years due to its exposure to the NE winds that dominate the area. Not
only have wetlands eroded, but uplands are being eroded in the proximity of the future homesite location.
A Section 404 and Coastal wetland delineation was performed by Quible & Associates P.C. on June 29,
2022 and a jurisdictional determination or Delineation Concurrence (DC) request has been submitted to
US Army Corps of Engineers. Representatives from NC Division of Coastal Management (NCDCM)
joined Quible and the owners, Erica and Jong Sob Kim, on June 291h to review coastal wetlands, upland
erosion, and to discuss pertinent CAMA rules and regulations. A lot survey followed and was completed
by Sorrell Land Surveying. The survey included the location of the wetlands (Section 404 coastal and
non -coastal), the NLW shoreline, water depths and existing structures. Existing structures include
dilapidated bulkhead alignments (completely washed out) and areas of rip rap. The upland soil types
behind the old bulkheads are clay dominated and include erosion escarpments that are retreating
landward.
Sheet 1 of the CAMA Major Plan shows the current conditions and shoreline as well as the originally
platted shoreline. The extensive amount of land lost since the lot was platted originally in 1997 is evident.
The Kim's are proposing the following development activities on the subject property:
A. Single Family Residence with On -site Septic System:
The residential house footprint is depicted on the CAMA plan along with the proposed on -site
septic system. Every point of the septic system will be at least 100 LF from coastal waters and 50
LF from coastal wetlands. Beaufort County Health Dept. has evaluated soil conditions in this
location and has found them to be provisionally suitable for an on -site septic system (permit is
attached).
S. Shoreline Stabilization:
A 420 LF bulkhead is proposed around the existing peninsula, this would include 4,168 sf of fill to
be placed below NWL to reclaim some of the extensive shoreline loss and stabilize the peninsula.
We have minimized the amount of reclamation needed to be able to build and protect the future
home. A 294 LF rip rap revetment, with 12 ft wide base, is proposed in front of the proposed
bulkhead to prevent scour and to protect the proposed bulkhead from the extreme wave action in
the area. Additionally, a 642 LF costal marsh protection revetment, with a 12 ft wide base, is
proposed along the north facing shoreline. This would tie into the proposed revetment in front of
the proposed bulkhead and help to protect the coastal marsh shoreline against erosion from the
extensive wave action coming from the NE. It is possible that only a portion of this revetment will
be built in the near future, depending on the project budget.
C. Pier and Platform:
A 94 LF by 6 ft wide pier is proposed at the end of the existing peninsula, beginning on the
uplands and extending over the bulkhead and proposed riprap in a NNE direction. This pier would
include a 12 ft by 12 ft platform at the end, with a 12 ft by 12 ft boat lift. A water depth of 2.6,
(NAVD88) is present at the end of the proposed pier.

Lot 5, Strawhorn Point
CAMA Major Permit
DWR Certification
The proposed proponent herby certifies that all information contained herein is true, accurate,
and complete to the best of my knowledge and belief. The project proponent herby requests that
the certifying authority review and take action on this CWA 401 certification request within the
applicable reasonable period of time. On November 11, 2022, we received feedback from NC
Division of Water Resources (NCDWR) that we will be required to receive a Tar -Pamlico Buffer
Zone Authorization for Zone 2 Buffer Zone coverage impacts. It is understood that will be
required before issuance of the CAMA Major Permit or this will be conditions in the Permit. The
applicant plans on submitting for the Buffer Zone Authorization once the submission package is
accepted as complete by NCDCM.
RECEIVED
DEC 2 0 2022
DCMml.IVAR0

RECEIVED
DCM MP-1
APPLICATION for 3+_.
Major Development Perm � 4130
� p
(last revised 12/27/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
Project Name (if applicable)
Strawhorn Point
Applicant 1: First Name
MI
Last Name
Erica
Kim
Applicant 2: First Name
MI
Last Name
Jong Sob
Kim
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
PO Box
City
11317 Claybank Place
Raleigh
ZIP
Country
Phone No.
27613
USA
864 - 386 -
6265 ext.
Street Address (if different from above)
City
State
Email
[e-mail]
2. Agent/Contractor Information
Business Name
Quible & Associates, P.C.
Agent/ Contractor 1: First Name
Brian
Agent/ Contractor 2: First Name
Mailing Address
P.O. Drawer 870
Zip
27949
FAX No.
252 261 1260
Street Address (if different from above)
8466 Caratoke Highway
Email
[e-mail]
MI Last Name
D Rubino
MI Last Name
State
NC
FAX No.
ZIP
PO Box City
Kitty Hawk
Phone No. 1 Phone No. 2
252 - 491 - 8147 ext.
Contractor #
City State
Powells Point NC
<Form continues on backs
State
NC
ext.
ZIP
27966 -
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Form DCM MP-1 (Page 2 of 5) RECEIVED APPLICATION for
Major Development Permit
3. Project Location I)CM-WARO
County (can be multiple)
Street Address
State Rd. #
Beaufort County
0 Strawhorn Drive
NA
Subdivision Name
City
State
Zip
Stawhorn Point
Aurora
NC
27806 -
Phone No.
Lot No.(s) (if many, attach additional page with list)
- ext.
one parcel, I ,
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
Tar -Pamlico
Pamlico River
c. Is the water body identified in (b) above, natural or manmade?
d. Name the closest major water body to the proposed project site.
®Natural ❑Manmade ❑Unknown
Pamlico River
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.
Beaufort County Unincorporated
4. Site Description
a. Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft.)
+1- 2,420 ft
176,911 sq.ft. (4.06 acres)
c. Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high water) or
4.06 Acres,
NWL (normal water level)
(if many lot sizes, please attach additional page with a list)
avg 3 ft ❑NHW or ®NWL
e. Vegetation on tract
Uplands: Loblolly Pine, Sweet gum, American Holly, Wax Myrtle, Red Bay
Wetlands: Groundsel Bush, Sawgrass, Marsh Hay, Phragmites,
f. Man-made features and uses now on tract
Dilapidated bulkhead, rip rap, and square and round pilings
g. Identify and describe the existing land uses ad'acent to the proposed project site.
Residential and undeveloped
h. How does local government zone the tract?
i. Is the proposed project consistent with the applicable zoning?
None
(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?
<Form continues on next page>
2 5 2 - 8 0 8 - 2 8 0 8 1,888-4RCOAST _ s%,-iiIcoastaIniana9k;m4nt.net

Form DCM MP-1 (Page 3 of 5) APPLICATION for
RECEIVED Major Development Permit
M. (i) Are there wetlands on the site?
(ii) Are there coastal wetlands on the site? C g rr�l AA�9 0,ry
�VAYf®Lr�/-�flV
(iii) If yes to either (1) or (ii) above, has a delineation been conducted?
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
None existing
®Yes ❑No
®Yes ❑No
®Yes ❑No
o. Describe existing drinking water supply source.
None existing
p. Describe existing storm water management or treatment systems.
None existing
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.
This site will be a single family residence with a dock/pier for water access.
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.
The proposed construction methodology will be consistent with projects of this type and will inolve driving of timber pile and
vinyl shooting with deadment, placement or rock and traditional stick built home construction. There will be an on -site septic
system (permitted through Beaufort County Health Dept. The types of equipment and exact melhodolgy will be determined
by licensed contractors. Equipment and materials will be stored on site.
d. List all development activities you propose.
Bulkhead: 420 linear feet
Bulkhead Backfill: 4,168 square feet below NWL
Pier: 94 linear feet x 6 ft wide with 12 ft x 12 ft platform
Boat Lift: 12 ft x 12 ft pile spacing
Rip Rap Revetment: 294 linear feet with 12 ft base in front of bulkhead
Marsh protection revetment (sill): 642 linear feet with 12 ft base
Single family residential home construction with on -site septic
e. Are the proposed activities maintenance of an existing project, new work, or both? new
f. What is the approximate total disturbed land area resulting from the proposed project? 0.3 ❑Sq.Ft or ®Acres
g. Will the proposed project encroach on any public easement, public accessway or other area ❑Yes NNo ❑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, however, it is possible that there will be minor runoff into wetland areas or public trust (Pamlico River).
i. Will wastewater or stormwater be discharged into a wetland? ❑Yes NNo ❑NA
If yes, will this discharged water be of the same salinity as the receiving water? []Yes ❑No NNA
j. Is there any mitigation proposed? ❑Yes NNo ❑NA
If yes, attach a mitigation proposal,
252-808-281)8 1.88r3-4Ri.0AS w;,vw.nccoastaInian a9einorki.net

Form DCM MP-1 (Page 4 of 5) APPLICATION for
RECEIVE) Major Development Permit
DEC 2 0 2022
<Form continues on �.Q4ka fit p, N
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) - (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 ❑ENR.
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 Jason and Mary Kolesar Phone No.
Address PO Box 130 Red Oak NC, 27868
Name Lane Edith Whitley Rev Trust Phone No.
Address 901 Mitchell Road Dudley, NC 28333
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.
h. Signed consultant or agent authorization form, if applicable.
L Wetland delineation, it 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.
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 IZ.�J7-O ZZ Print Name 3��w. �`�+�nd ��nh�o �?A.ssoc. ��Q bw,n@ tS
(r%r F.2XLA Amo KIM
Signature----
n ,.te
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
252-80S..280tt .. 1-8&8-411C01. ST .. www.nr,coastaInianagement.net

Form DCM MP-2
EXCAVATION and FILL
(Except for bridges and culverts)
RECEIVED
0 12 0 202Z
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be suQ"h12t1tAR1K_Y 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
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
(excluding
(NLW or
Breakwater
shoreline
NWL)
stabilization
Length
Width
Avg. Existing
Depth
N A
NA
Final Project
Depth
N q
NA
1. EXCAVATION ®This section not applicable
a. Amount of material to be excavated from below NHW or NWL in b. Type of material to be excavated.
cubic yards.
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
R This section not applicable
a. Location of disposal area.
b. Dimensions of disposal area.
c. (i) Do you claim title to disposal area?
d. (i) Will a disposal area be available for future maintenance?
Dyes ❑No ❑NA
Dyes ❑No ❑NA
(ii) If no, attach a letter granting permission from the owner.
(ii) If yes, where?
e. (i) Does the disposal area include any coastal wetlands/marsh
f. (i) Does the disposal include any area in the water?
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
Dyes ❑No DNA
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
(ii) If yes, how much water area is affected?
❑CW ❑SAV ❑SB
❑WL ❑None
(ii) Describe the purpose of disposal in these areas:
2 52-808-2808 ;. 1-8$8-4RCAAST :. www.nccoastalrnananernen#.net
revised: 12126106

F COr f9 ntY;rA p1lP? (t'ur^:ar t;nn af;rf Fill, Page 2 of 3)
RECEIVED
3. SHORELINE STABILIZATION DEC 2 Q 2022 ❑This section not applicable
(If development is a wood groin, use MP-4 — Structures)
a. I ype or snoreline stabilization:
®Bulkhead ®Riprap ❑Breakwater/Sill ❑Other:
c. Average distance waterward of NHW or NWL: Bulkhead: 12 ft,
Bulkhead Revetment: 18 ft, Marsh Protection Revetment: 0-12 ft
e. Type of stabilization material:
Granite or marl stone, vinyl sheeting, timber piling
g. Number of square feet of fill to be placed below water level
Bulkhead backfill 4,168sf Riprap
Breakwater/Sill Other
i. Source of fill material,
off -site materials supplier
b. Length: Bulkhead: 420 ft Bulkhead Revetment: 294 ft Marsh
Protectio f
Width: Bulkhead Revetment: 12 ft, Marsh Protection Revetment:
12 ft
d. Maximum distance waterward of NHW or NWL: 27 ft for
bulkhead and revetment, 14 ft for marsh protection rip rap.
(i) Has there been shoreline erosion during preceding 12
months?
®Yes ❑No DNA
(ii) If yes, state amount of erosion and source of erosion amount
information.
At least 5 ft of erosion to upland areas. This shoreline is
eroding at an alarming rate.
h. Type of fill material.
Rock and/or clean concrete
4. OTHER FILL ACTIVITIES ®This section not applicable
(Excluding Shoreline Stabilization)
a. (1) Will till material be brought to the site? LJYes LJNo LJNA b
If yes,
(ii) Amount of material to be placed in the water 0
(iii) Dimensions of fill area
(lv) Purpose of fill
(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
❑WL ❑None
(ii) Describe the purpose of the fill in these areas:
5. GENERAL
a. How will excavated or fill material be kept on site and erosion b. What type of construction equipment will be used (e.g., dragline,
controlled? backhoe, or hydraulic dredge)?
Silt fencing will be utilized to contain fill. Dumptrucks, skid steers, excavator, handtools,
c. (i) Will navigational aids be required as a result of the project?
❑Yes ®No ❑NA
(h) If yes, explain what type and how they will be implemented.
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.
Logging mats will be used to equipment to cross wetlands. Mats
will be removed once work is comeplete.
252-808-2808 :: 1.888-4RCOAST :: wwAmccoastafmanag_emer t.rrtat revised: 12126106

Date
LT 5
Project Name
Ap I'cant !Name <i�, '-�> ('�Gr 4��t�1�117
,,v1, SI-c [•c.
Applicant Signature
RECEIVED
DEC 2 0 202Z
DC1V1"!iFPt'1itO
251-606-2,4308 :: '11-88 3-4RCOAS'T :: www.nccaast�i_i_mttnag r,�rTient.net ,,vised: 12/26106

Form DCM MP-3 RECEIVED
UPLAND DEVELOPMENT DEC, 20 2022
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
I GENERAL UPLAND DEVELOPMENT
a. Type and number of buildings, facilities, units or structures
proposed.
One single family residence and driveway
c. Density (give the number of residential units and the units per
acre).
1 unit only
e. If the proposed project will disturb more than one acre of land, the
Division of Land Resources must receive an erosion and
sedimentation control plan at least 30 days before land -disturbing
activity begins.
(i) If applicable, has a sedimentation and erosion control plan been
submitted to the Division of Land Resources?
❑Yes ❑No UNA
(ii) If yes, list the date submitted:
g. Give the percentage of the tract within the coastal shoreline AEC to
be covered by impervious and/or built -upon surfaces, such as
pavement, building, rooftops, or to be used for vehicular driveways
or parking.
1.4 % within the 75 ft AEC
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.
1.5% of total tract
j. Describe proposed method of sewage disposal.
On -site Drainfield (see enclosed Improvement Permit from
Beaufort County Health Dept.)
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).
Minimal surface runoff
b. Number of lots or parcels.
1
d. Size of area to be graded, filled, or disturbed including roads
ditches, etc.
Approximately 0.3 acres
I. List the materials (such as marl, paver stone, asphalt, or concrete)
to be used for impervious surfaces.
Gravel
h. Projects that require a CAMA Major Development Permit may also
require a Stormwater Certification.
(i) Has a site development plan been submitted to the Division of
Water Quality for review?
❑Yes ❑No MNA
(ii) If yes, list the date submitted:
k. Have the facilities described in Item (i) received state or local
approval?
❑Yes MNo ❑NA
If yes, attach appropriate documentation.
m. Does the proposed project include an innovative stormwater
design?
❑Yes MNo ❑NA
If yes, attach appropriate documentation.
2;i2-t;(?H 2dC3fJ2 :: i-888-4RCAAST ^ www.nccoastalmanayemetit.nr-,t revised.- 12i26/46

Form DCM MP-3 (Upland Devellopiii iit,, Page 2 of 2)
m. Describe proposed drinking water supply source (e.g., well,
community, public system, etc.)
A drinking water supply well has been permitted and will be
used once the residence is contructed. The subdivision
is in the process of permititng a public water main
extension, but this is not installed at this time.
o. When was the lot(s) platted and recorded?
October 30, 1997
Zz-
Date
Lo-A S S�-RAwt�o2N Potr
Project Name
P-(Z1C-A -AW C) Tom to SC)6 Kl M
A licant n"�—
(�C/1
Applicant Signature
n. (i) Will water be impounded? ❑Yes ®No ❑NA
(ii) If yes, how many acres?
RECEIVED
DEC 2 a 2022
DCM-WA9
p. It proposed development is a subdivision, wil a ditional utilities be
installed for this upland development?
❑Yes []No ®NA
252-808-2808:: 'i•858-41HCOAST www-n.ccoastalmanagement,not revised: 7212FiiQ6

Form DCM MP-4
STRUCTURES
(Construction within Public Trust Areas)
RECEIVE
DEC 2 a 2022
I)CM-WA U
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/Corn munity
c. (i) Dock(s) and/or pier(s)
(ii) Number 1
(iii) Length 94 ft
(iv) Width 6 ft maximum
(v) Floating ❑Yes ®No
e. (1) Are Platforms included? ®Yes ❑No
If yes:
(ii) Number 1
(iii) Length 12 ft
(iv) Width 12 ft
(v) Floating ❑Yes ®No
Note: Roofed areas are calculated from dripline dimensions.
g. (i) Number of slips proposed
1
(ii) Number of slips existing
0
i. Check the proposed type of siting:
❑ Land cut and access channel
❑Open water; dredging for basin and/or channel
®Open water; no dredging required
❑Other; please describe:
k. Typical boat length: 18.25 ft
m. (i) Will the facility have tie pilings?
❑Yes ®No
(ii) If yes number of tie pilings?
❑ This section not applicable
b. (i) Will the facility be open to the general public?
❑Yes ®No
d. (i) Are Finger Piers included? ❑Yes ®No
If yes:
(ii) Number
(iii) Length
(iv) Width
(v) Floating ❑Yes ❑No
f. (i) Are Boatlifts included? ®Yes ❑No
If yes:
(ii) Number 1
(iii) Length 12 ft
(iv) Width 12 ft
h. Check all the types of services to be provided.
❑ Full service, including travel lift and/or rail, repair or
ma€ntenance service
❑ Dockage, fuel, and marine supplies
N Dockage ("wet slips") only, number of slips: 1
❑ Dry storage; number of boats:
❑ Boat ramp(s); number of boat ramps:
❑ Other, please describe:
i. Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types).
Open runabout boats and paddle craft
I. (i) Will the facility be open to the general public?
❑Yes ®No
252-808-2808 :; 1-888-4RCOASi :: www.nccoastainianacteinent.ttiet revised: 121:27106

Form DCM MP-4 (structures, Plot?,.
2. DOCKING FACILITY/MARINA OPERATIONS
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.
G. Describe the disposal of solid waste, fish offal and trash.
® This section not applicable
DEC 2 0 2022
DCIVY"W/" RO
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.
L 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
.2-808.2808 :: 1-8BB-41RCOAST :: www.nccoastalmana4gf met t.net revised: 1212710G

€"nlf m 0CM MP-4 (Structures, P„fi;o :, of 4)
n. Isthe 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 RECEIVE.
OWL [-]None
DEC 2 0 2022
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. 0 C M-WAR0
3. BOATHOUSE (including covered lifts) 0 This section not applicable
a. (I) Is the boathouse structure(s):
[]Commercial ❑PubliclGovernment ❑PrivatelCommunity
00 Number
(iii) Length
(iv) Width
Note: Roofed areas are calculated from dripline dimensions.
4. GR01N (e.g., wood, sheetplle, etc. If a rock groin, use MP-2, Excavation and Pill.) ® This section not applicable
a. (i) Number
(ii) Length
(iii) Width
5. BREAKWATER (e.g., wood, sheetplle, etc.) 0This section not applicable
a. Length b. Average distance from NHW, NWL, or wetlands
c. Maximum distance beyond NHW, NWL or wetlands
B. MOORING PILINGS and BUOYS ®This section not applicable
a. Is the structure(s):
❑Commercial ❑PubliclGovernment ❑PrivatelCommunity
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.)
k--Q-808-2808 --: 1-8884RC©AST :: www.ncc-o<istatniitiag(-tlieilt.net revisr:cf: 1217.711C

Form DCM MP-4
a. Proximity of structure(s) to adjacent riparian property lines b. Proximity of structure(s) to adjacent docking facilities.
Pier is approximately 160 ft from nearest property line to +/- 550 If to the west, No adjacent docking facilities to the
the west, and 674 ft from from the east. east
!Vote: For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body
Varies: Pamlico River is approximately 4 miles wide in this
area
e. (i) Will navigational aids be required as a result of the project?
❑Yes ONO ❑NA
(ii) If yes, explain what type and how they will be implemented.
8. OTHER
a. Give complete description:
—aV`LD ZZ
Date
[_pT S 5 TR/4tin/ la4,rLN -Pat,v 1
Project Name
L{L((-a AYb 5aM G Sol3 tG1M
Applicant Name �(l�n �.t� n U t A s p rf
Applicant Signature
d. Water depth at waterward end of structure at NLW or NWL
+/- 2.6'
RECEIVED
DEC 2 0 2022
A -WARD
E This section not applicable
S?.-8t)8 8(�8 :: 1-SSt3-GRt CIAS"i :: vvvjvv. zcc:oasta1Manac e11t,11ct revised: 121171ft

R CEIVED
Lot 5, Strawhorn Point DEC 2 Q 2022
Photo Pages, June 2022
AF?O

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Lot 5, 5trawhorn Point
Photo Pages, June 2022
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ENTITLED A SURVEY OF AN EXISITNG PARCEL OF LAND FOR :::::: ::: :::
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PROPOSED 12 FT
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NOTES:
1. OWNER: ERICA & JONG SOB KIM
11317 CLAYBANK PLACE
RALEIGH, NC 27613
2. PIN 6598-96-7852
3. PROPERTY ADDRESS: 0 STRAWHORN DRIVE
AURORA, NC
4. THIS IS NOT A BOUNDARY SURVEY. ALL INFORMATION SHOWN IS
BASED ON RECORDED A SURVEY BY SORRELL LAND SURVEYING
ENTITLED "A SURVEY OF AN EXISITNG PARCEL OF LAND FOR
ERICA KIM" SURVEYED APRIL 19. 2022. THIS IS FOR DISCUSSION
AND PERMITTING PURPOSES ONLY.
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NOTE: THIS DOCUMENT IS PRELIMINARY - NOT FOR CONSTRUCTION,
RECORDATION, SALES OR CONVEYANCES - THIS DOCUMENT IS FOR
DISCUSSION PURPOSES ONLYI EXISTING INFORMATION SHOWN ON THIS
DOCUMENT IS BASED ON REST 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.
LCUI ED
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