20170242 Ver 1_CAMA Application_20170227

Coastal Management
ENVIRONMENTAL QUALITY
February 21, 2017
TO:
Karen Higgins
401 & Buffer Permitting Unit
DWR/Water Quality Permitting
ROY COOPER
Govemor
MICHAEL S. REGAN
Secretary
BRAXTON DAVIS
2 Director
DL�C�C0�1[�
D
FEB 2 i 2017
DEQ -WATER RE OUR E8
401 & BUFFER PERMITrING
FROM: Heather Coats, Assistant Major Permits Coordinator
NCDEQ - Division of Coastal Management
127 Cardinal Drive Ext., Wilm., NC 28405 heather. coats(a)-ncdenr.gov
Fax: [phone] (Courier 04-16-33)
SUBJECT: CAMA / Dredge & Fill Application Review
Applicant: John Crowder (424 Marlin, LLC)
Project Location: 424 Marlin St., adjacent to a canal off of the AIWW, in Sunset Beach
Proposed Project: to construct approx. 50 linear feet of new vinyl bulkhead with approx.
100 sq. ft. of coastal wetland fill
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Heather Coats at the address above by March 16, 2017. If you have any
questions regarding the proposed project, contact Sean Farrell at [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**
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.
SIGNED DATED
State of North Carolina I Environmental Quality I Coastal Management
127 Cardinal Drive Ext., Wilmington, NC 28405
910-796-7215

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME: Roy Crowder c/o Cape Fear Engineering
2. LOCATION OF PROJECT SITE: 424 Marlin St., adjacent to a manmade canal off the AIWW in Sunset Beach,
Brunswick County.
Photo Index - 2006: 1-6152, N-19
Lat: 33°87'08.06" N Long: 78°50'23.27" W
3. INVESTIGATION TYPE: CAMA/D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit — 02/17/2017
Was Applicant Present — Yes
5. PROCESSING PROCEDURE: Application Received — 02/09/2017 (complete)
Office - Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan — Town of Sunset Beach
Land Classification From LUP — Residential
(B) AEC(s) Involved: ES, EW, CW, PTA
(C) Water Dependent: Yes
(D) Intended Use: Private
(E) Wastewater Treatment: Existing — Municipal
Planned - None
(F) Type of Structures: Existing — Single-family residence with docking facility and bulkhead
Planned -50 linear feet of new bulkhead
(G) Estimated Annual Rate of Erosion: N/A
Source — N/A
7. HABITAT DESCRIPTION: [AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands (Coastal)
High Marsh
Approximately
Low marsh
100 sq. ft.
(B) Non -Vegetated Wetlands
Approximately
Open Water
60 sq. ft.
Approximately
(C) Other
500 sq. ft.
Uplands
(disturbed)
(D) Total Area Disturbed: 660 sq. ft. (>0.01 acres)
(E) Primary Nursery Area: No
(F) Water Classification: SA Open: No
8. PROJECT SUMMARY: The applicant proposes to construct approximately 50 linear feet of new vinyl bulkhead
with approximately 100 square feet of coastal wetlands fill.

Crowder c/o Cape Fear Engineering
Page Two
9. PROJECT DESCRIPTION
The applicant's property is located at 424 Marlin Street, adjacent a man-made canal contiguous with
the AIWW in the Town of Sunset Beach, Brunswick County. Directions from Highway 17 south of
Shallotte: Turn Left onto Seaside Rd. SW/NC-904 and travel for approximately 3.6 miles. Turn Right
onto Sunset Blvd N. /NC 179 Bus. and travel approximately 1.73 miles. Enter traffic circle and take the
1" exit onto Sunset Blvd. S. and travel approximately 1.26 miles. Turn left onto E. Main St. and travel
approximately 0.29 miles. Turn left onto 7th St. and travel approximately 0.04 miles. Turn right onto
Canal Dr. and travel approximately 0.03 miles. Take the 1St left onto Marlin St. The project site will be
located on the left side of the street.
The project site is a canal front lot with approximately 50' of shoreline frontage. The elevation of the
high ground area of the lot averages approximately 10' above normal high water (NHW). High ground
vegetation consists primarily of lawn grasses, woody shrubs, and landscape vegetation. The shoreline
of the property has been stabilized with an existing timber bulkhead that has begun to fail and bow out
as a result of Hurricane Matthew. The house structure is located approximately 20' landward of the
existing bulkhead on the northern half of the property and only approximately 9' landward of the
existing bulkhead on the southern half of the property (See Sheet C-1). There is also an existing
stairway located approximately 5'-6' landward of the existing bulkhead. Coastal Wetlands consisting
primarily of Smooth Cord Grass (Spartina alterniflora) are present water ward of the southern
approximately 25' of bulkhead (See Sheet C-1). The Coastal Wetlands are, on average, 15' in width as
measured from the bulkhead. Mean High Water (MHW) is located at the existing bulkhead. An
existing docking facility extends from the center of the property off of the existing bulkhead and
consists of a pier measuring approximately 4' in width by 16' in length which connects to a ramp
measuring approximately 3' in width by 16' in length, which extends to an existing floating platform
measuring approximately 8' in width by 16' in length.
The adjacent shorelines have been stabilized with bulkheads. The property to the south is stabilized
with an existing bulkhead that is aligned approximately 7.0' waterward of the existing bulkhead on the
project site. The adjacent shoreline to the north has been stabilized with a bulkhead that ties into the
existing bulkhead on the project site. Both of the adjacent properties to the north and south are
developed with single-family residences and docking facilities. No known archaeological sites are
within the project vicinity.
The Town of Sunset Beach Land Use Plan classifies the adjacent waters as Conservation, and the
adjacent high ground portion of the project area as Residential. The waters of the AIWW are classified
SA by the Division of Water Resources and are NOT designated as a Primary Nursery Area (PNA) by the
N.C. Division of Marine Fisheries. They are CLOSED to the harvest of shellfish.

Crowder c/o Cape Fear Engineering
Page Three
10. PROPOSED PROJECT:
The applicant proposes to install approximately 50 linear feet of new vinyl bulkhead with
approximately 100 square feet of coastal wetlands fill. As proposed, the new vinyl bulkhead would be
aligned an average of 3' waterward of the existing bulkhead, with a max of 4' waterward at the
southernmost corner. The proposed bulkhead is designed to encapsulated the currently bowed
existing bulkhead. The proposed bulkhead alignment would be located approximately 2' waterward of
the adjacent property's bulkhead to the north and approximately 3' landward of the adjacent
property's bulkhead to the south. The existing timber bulkhead would remain in place and the limits of
disturbance would be located approximately 20 feet landward of the proposed bulkhead alignment.
The applicant is proposing to install the tie -backs thru the existing wall to prevent land disturbance
associated with removal of the old wall. This method of construction would also aim to alleviate
threats to the existing house structure which resides in close proximity to the existing bulkhead wall.
11. ANTICIPATED IMPACTS
The proposed new bulkhead construction with associated backfill and tie back/anchor system would
result in the filling of approximately 100 square feet of Coastal Wetlands, and approximately 60 square
feet of open water within the Estuarine Waters Public Trust Areas of Environmental Concern. The
proposed impacted coastal wetlands consist primarily of Smooth Cord Grass (Spartina alterniflora)
located below MHW in shallow bottom area. The proposed bulkhead construction would result in the
disturbance of approximately 500 square feet of high ground. Minor turbidity increases can be
expected during the construction process.
Submitted by: Sean C. Farrell Date: February 21, 2017 Office: Wilmington

DESIGN NARRATIVE
1. EXISTING CONDITIONS:
The 424 Marlin Street site is a 4750 square foot lot located at Sunset Beach in Brunswick
County. The site is located on a manmade canal stemming from Jinx Creek. There is
existing bulkhead, dock, and single family residence on the lot. The existing bulkhead is
located within 10 feet from the nearest structure, including supports for a raised deck and
the house envelope. The mean high water line is located at the face of the existing bulkhead.
The bulkhead is approximately 7 feet above the adjacent substrate. The southern adjacent
property lot is developed as a single family residential. The northern adjacent property lot
is an undeveloped lot. The elevation of the property ranges from 9 feet to 12 feet NAVD88.
Both of the adjacent bulkheads are waterward of the existing and proposed bulkhead on
the 424 Marlin Street site.
The project is located in a VE -17 High Hazard Flood Area.
The existing wooden bulkhead at this location has begun to deteriorate and requires to be
replaced to maintain shoreline stabilization. The bulkhead currently has major bulging at
the bottom of the bulkhead, that extends out approximately 2-3 feet beyond the cap of the
bulkhead.
2. PROPOSED DEVELOPMENT:
The existing shoreline stabilization at 424 Marlin Street is proposed to be replaced
waterward of the existing bulkhead. The proposed bulkhead will range from 2-4 feet
waterward of the existing bulkhead, with an average of 3 feet, will be straight aligned, and
connect to the two adjacent property bulkheads. The existing bulkhead will remain, and
tie -backs will be installed through this existing wall. The top of the existing bulkhead may
be lowered upon completion of construction of new wall. Additional fill may be placed on
top of existing wall so that the wall may be vegetated over. Material from the Ike
Williamson permitted sand mine on Hale Swamp Road is expected to be required for fill
material in addition to the existing material. The bulkhead will be constructed structurally
tight to keep material on site. The purpose of the proposed bulkhead is to protect and
stabilize the shore, because the existing bulkhead is no longer stabilizing the embankment.
Constructing the proposed bulkhead in front of the existing bulkhead, is to prevent failure
of the existing bulkhead during construction, and contamination of the adjacent wetlands.
The proposed distance waterward of the existing bulkhead is to allow for construction of
the new bulkhead waterward of the failing bulging wall.

190 Mr -1
APPLICATION for
Major Development Permit
(last revised 12/27/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant Landowner Information
Business Name
424 Marlin, Llc
Project Name (if applicable)
424 Marlin Street
Applicant 1: First Name
Roy
MI
L
Last Name
Crowder
Applicant 2: First Name
MI
Last Name
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
110 Equestrian Court
PO Box
City
Cary
State
NC
ZIP
27513
Country
USA
Phone No.
ext.
FAX No.
N/A -
Street Address (if different from above)
City
State
ZIP
Email
roy.lee.crowder®gmail.com
2. AgentContractor Information
Business Name
Cape Fear Engineering
Agent/ Contractor 1: First Name
MI
Last Name
Elizabeth
M
Nelson
Agent/ Contractor 2: First Name
MI
Last Name
Mailing Address
PO Box
City
State
151 Poole Rd Suite 100
Belville
NC
ZIP
Phone No. 1
Phone No. 2
28451
910 - 383 -
1044 ext.
ext.
FAX No.
Contractor #
910 383 1045
Street Address (if different from above)
City
State
ZIP
Email
elizabeth.nelson Qcapefearengineering.com
<Form continues on back>

Form DCM MP -1 (Page 2 of 4)
APPLICATION for,
Major Development Permit
3. Project Location
County (can be multiple)
Street Address
State Rd. #
Brunswick
424 Marlin St.
d. Approximate elevation of tract above NHW (normal high water) or
Subdivision Name
City
State
Zip
N/A
Sunset Beach
NC
28468 -
Phone No.
Lot No.(s) (if many, attach additional page with list)
- - ext.
N/A, , I ,
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
Lumber
Manmade Canal
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
Jinx Creek/ Atlantic Ocean
e. Is proposed work within city limits or planning jurisdiction?
I. If applicable, list the planning jurisdiction or city limit the proposed
®Yes ❑No
work falls within.
Town of Sunset Beach
4. Site Q
a. Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft.)
50 LF
4750
c. Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high water) or
N/A, 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
Upland Grass and Coastal Marsh Grass
f. Man-made features and uses now on tract
Single Family Residental, Bulkhead, and Docking Facility
g. Identify and describe the existing land uses adjacent to the proposed project site.
Single Family Residental
h. How does local government zone the tract?
i. Is the proposed project consistent with the applicable zoning?
Sunset Beach Beach Residential,SB-BR-2
(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)
APPLICATION for
Major Development Permit
m. (i) Are there wetlands on the site? ®Yes ❑No
(ii) Are there coastal wetlands on the site? ®Yes ❑No
(iii) If yes to either (i) or (ii) above, has a delineation been conducted? ❑Yes ®No
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
Sewer
o. Describe existing drinking water supply source.
Municipal Water
p. Describe existing storm water management or treatment systems.
Storm Sheet Flows
5. AafivNes aW Impacts
a.
Will the project be for commercial, public, or private use?
❑Commercial ❑Public/Government
®Private/Comm unity
b.
Give a brief description of purpose, use, and daily operations of the project when complete.
Residental use and shoreline stabilization
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.
Bulkhead will be constructed structurally tight before fill material is placed. Mini excavator will be used for construction. All
equipment will be stored on site.
d.
List all development activities you propose.
Construction of new bulkhead in front of existing bulkhead. Existing bulkhead to remain.
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?
160 ®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.
Stormwater will sheet flow
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.
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Form DCM MP -1 (Page 4 of 4)
APPLICATION for,
Major Development Permit
Addams/ khVr uMkM
In to fris elated appkatior► form, (MR 1) Ore following #am below, if appkabk must be sabred in order for the aplui�
padWe M be i (a) - (t) are always Wpkmi* to any major devakpmem appicabian. Pease caor" Me apple agan
kaftc6on booklet on how to properly prepare the regirad dam 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 Jeateft H Mftaps Trustee Phone No.
Address 825 Butimwood Drive, wmsiton-Salem, NC 27104
Name Kathleen W Chinnis Etals Phone No.
Address 61 Lands End Drive, Greensboro, NC 27408
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.
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.
I understand that any permit issued in response to this application will allow only the development described in the application.
The project will be subject to the conditions and restrictions contained in the permit.
I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to
enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up
monitoring of the project.
I further certify that the information provided in this application is truthful to the best of my knowledge.
Date _February 8, 2016 Print Name _Elizabeth Nelson/Agent
Signature
Please indicate application attachments pertaining to your osed project.
®DCM MP -2 Excavation and Fill Information ❑DCM MP -5 Bridges and Culverts
❑DCM MP -3 Upland Development
❑DCM MP -4 Structures Information - -
252-808-2808 .. 1-888-4RCOAST .. www.nccoastalmanagement.net

Form DCM MP -2
EXCAVATION and FILL
(Except for bridges and culverts)
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.
1. EXCAVATION 19Ttds section not appcable
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
❑WL ❑None
(ii) Describe the purpose of the excavation in these areas:
2 DISPOSAL OF EXCAVATED MATERIAL ®This secaon rw appilicaNe
a. Location of disposal area. b. Dimensions of disposal area.
C. (i) Do you claim title to disposal area?
[]Yes ❑No ❑NA
(ii) If no, attach a letter granting permission from the owner.
e. (i) Does the disposal area include any coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV MSB
❑WL ❑None
(ii) Describe the purpose of disposal in these areas:
d. (i) Will a disposal area be available for future maintenance?
❑Yes []No [INA
(ii) If yes, where?
f. (i) Does the disposal include any area in the water?
❑Yes ❑No ❑NA
(ii) If yes, how much water area is affected?
252-808-2808 :: 1-888-4RCOAST :: www.nccoastaImanagement.net revised: 12;26/06
Access
Other
Channel
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
(excluding
(NLW or
Breakwater
shoreline
NWL)
stabilization
Length
Width
Avg. Existing
NA
NA
Depth
Final Project
NA
NA
Depth
1. EXCAVATION 19Ttds section not appcable
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
❑WL ❑None
(ii) Describe the purpose of the excavation in these areas:
2 DISPOSAL OF EXCAVATED MATERIAL ®This secaon rw appilicaNe
a. Location of disposal area. b. Dimensions of disposal area.
C. (i) Do you claim title to disposal area?
[]Yes ❑No ❑NA
(ii) If no, attach a letter granting permission from the owner.
e. (i) Does the disposal area include any coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV MSB
❑WL ❑None
(ii) Describe the purpose of disposal in these areas:
d. (i) Will a disposal area be available for future maintenance?
❑Yes []No [INA
(ii) If yes, where?
f. (i) Does the disposal include any area in the water?
❑Yes ❑No ❑NA
(ii) If yes, how much water area is affected?
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Form DCM MP -2 (Excavation and Fill, Page 2 of 2)
3. SHORELINE STABILIZATION ❑This section not appticaW
(ff devek m nt is a wood grog►, use UP -4 — Structures)
a. Type of shoreline stabilization:
®Bulkhead ❑Riprap ❑Breakwater/Sill ❑Other:
c. Average distance waterward of NHW or NWL: 3'
e. Type of stabilization material:
Vinyl
g. Number of square feet of fill to be placed below water level.
Bulkhead backfill 160 Riprap 0
Breakwater/Sill 0 Other 0
i. Source of fill material.
Ike Williamson's sand mine on Hale Swamp Road
b. Length: 50'
Width: 1'
d. Maximum distance waterward of NHW or NWL: 4'
f. (i) Has there been shoreline erosion during preceding 12
months?
❑Yes SNo ❑NA
(ii) If yes, state amount of erosion and source of erosion amount
information.
N/A
h. Type of fill material.
Clean sand / dirt
4. OTHER RLL ACTIVITIES ®This section not applicable
(Exch Shoreline Stabflizati n)
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,
(ii) Amount of material to be placed in the water
(iii) Dimensions of fill area
(iv) Purpose of fill
submerged aquatic vegetation (SAV), shell bottom (SB), or
other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB
OWL ❑None
(ii) Describe the purpose of the fill in these areas:
5. GENERAL
a. How will excavated or fill material be kept on site and erosion b. What type of construction equipment will be used (e.g., dragline,
controlled? backhoe, or hydraulic dredge)?
Bulkhead to be constructed structurally tight, before backfilling mini -excavator
c. (i) Will navigational aids be required as a result of the project?
[-]Yes SNo ❑NA
(ii) If yes, explain what type and how they will be implemented.
n/a
February 8, 2017
Date
424 Marlin Street
Project Name
d. (i) Will wetlands be crossed in transporting equipment to project
site? ❑Yes SNo ❑NA
(ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
n/a
424 Marlin, LLC - Elizabeth Nelson - Agent
Applicant Name
S' lure _. Tz"-
252-808-2808 :: 1-888-4RCOAST :: www_ nccoastaimanagement._net revised: 12, 26106

13
N14° 11' 19.80"W
50.000
MEAN HIGH WATER LINE AT
FACE OF BULKHEAD (TYP)
LEGEND:
EXISTING BULKHEAD -
- - - GRASS/MARSHLINE
GRASS/MARSH , h,
PROPERTY BOUNDARY
----- -- V ----- EXISTING FENCE
NOW OR FORMERLY
JEANETTE H MILLSPAS TRUSTEE
NOW OR FORMERLY
424 MARLIN, LLC
110 EQUESTRIAN COURT
CARY, NC 27513
y EXISTING 9
5;D U\Q.Z�, w
'4 BULKHEAD S757
,; 4'
NOW OR FORMERLY
KATHLEEN W CHINNIS ETALS
12'
SHE
BULKHEAD SHOWN IS CONCEPTUAL ONLY. FINAL DESIGN INCLUDING MEMBER SIZES,
MEMBER SPACING, MATERIAL SPECIFICATIONS, ETC TO BE PROVIDED BY OTHERS
TYPICAL BULKHEAD
NOT TO SCALE
SITE INFORMATION:
PROPERTY OWNER:
TAX PARCEL NUMBER:
SITE ADDRESS:
424 MARLIN, LLC
2560JO21
424 MARLIN ST
SUNSET BEACH,NC 28468
SINGLE FAMILY RESIDENTIAL
®1
fel
6"
ER
4i
LOCATION MAP
NOT TO SCALE
N07m
.1. BASED ON SURVEY PERFORMED By CAPE
FEAR ENGINEERING. INC. JANUARY 3017.
2. ALL DISTANCES ARE HORIZONTAL GROUND,
3. MEAN HIGH WATER IS SHOWN BASED ON
ELEVATIONS.
4. A BOUNDARY SURVEY WAS NOT PERFORMED:
ill
RECEIVED
DCM WILMINGTON, NC
A
ISSUED TO NCDEQ — DCM
EMN
28 /01
REV.
DESCRIPTION
REV.BY
i
DATE
REVISIONS
—.01
s"si
5.1
030507 T =
CAPE FEAR
ENGINEERING
.151 Poole Rd.,Seile-100; Belvllle,.NC. 28451
TEL [phone]; FAX [phone]
www.cepef*wwwhee".c0m
N.C. LICENSE # C-1621 -
Pno4E0T ��
SC&E : AS NOTED
DATE 02/06/4
TRWWG Em
408 MARLIN ST.
SUNSET BEACH
NORTH CAROLINA
CAMA PLAN
BULKHEAD REPAIR
875= 236 C1

NOW OR FORMERLY
JEANETTE H MILLSPAS TRUSTEE
`%
\, _ e dR' —
NOW OR FORMERLY
424 MARLIN, LLC
110 EQUESTRIAN COURT
CARY, NC 27513
9 95
EXISTING
LKHEAD S'5` 4840,Z
BU
4
NOW OR FORMERLY
' KATHLEEN W CHINNIS ETALS
1
LEGEND:
—, EXISTING BULKHEAD
— — — — - GRASS/MARSHLINE -
[^- GRASS/MARSH t
PROPERTY BOUNDARY
__._..__. __ EXISTING FENCE
PROPOSED BULKHEAD
12'
SHE
BULKHEAD SHOWN IS CONCEPTUAL ONLY. FINAL DESIGN INCLUDING MEMBER SIZES,
MEMBER SPACING, MATERIAL SPECIFICATIONS, ETC TO BE PROVIDED BY OTHERS
TYPICAL BULKHEAD
NOT TO SCALE
SITE INFORMATION:
PROPERTY OWNER:
TAX PARCEL NUMBER:
SITE ADDRESS:
424 MARLIN, LLC
2560JO21
424 MARLIN ST
SUNSET BEACH,NC 28468
SINGLE FAMILY RESIDENTIAL
m- I
6"
ER
y
l
s e'
yEyS„ yr'.?a
LOCATION MAP
NOT TO SCALE
N01M
1. BASED ON SURVEY PERFORMED BY CAPE
FEAR ENGINEERING. INC. JANUARY 2017.
2. ALL DISTANCES ARE HORIZONTAL GROUND.
3. MEAN HIGH WATER IS SHOWN BASED ON
ELEVATIONS.
4. A BOUNDARY SURVEY WAS NOTPERFORMED,
1)SUM FOR
REGULATORY REVIEW
RCIVED
'DCM WILMINGTON,
NC
A
ISSUED TO NCDEQ - DCM
EMN
oa 1
2
DESCRIPTION
Y
DATE
REVISIONS
1
N14°
11' 19.80"W
N ,
50.000
C)
Al
0L
MEAN HIGH WATER LINE AT „`, o
FACE OF BULKHEAD (TYP)
a -A -A
;' Z
31 cP o
i
�c1
5-
G
37
37
PMS
G R
o \
� T
/ { �'�
"' �� � `' PROPOSED
BULKHEAD
NOW OR FORMERLY
424 MARLIN, LLC
110 EQUESTRIAN COURT
CARY, NC 27513
9 95
EXISTING
LKHEAD S'5` 4840,Z
BU
4
NOW OR FORMERLY
' KATHLEEN W CHINNIS ETALS
1
LEGEND:
—, EXISTING BULKHEAD
— — — — - GRASS/MARSHLINE -
[^- GRASS/MARSH t
PROPERTY BOUNDARY
__._..__. __ EXISTING FENCE
PROPOSED BULKHEAD
12'
SHE
BULKHEAD SHOWN IS CONCEPTUAL ONLY. FINAL DESIGN INCLUDING MEMBER SIZES,
MEMBER SPACING, MATERIAL SPECIFICATIONS, ETC TO BE PROVIDED BY OTHERS
TYPICAL BULKHEAD
NOT TO SCALE
SITE INFORMATION:
PROPERTY OWNER:
TAX PARCEL NUMBER:
SITE ADDRESS:
424 MARLIN, LLC
2560JO21
424 MARLIN ST
SUNSET BEACH,NC 28468
SINGLE FAMILY RESIDENTIAL
m- I
6"
ER
y
l
s e'
yEyS„ yr'.?a
LOCATION MAP
NOT TO SCALE
N01M
1. BASED ON SURVEY PERFORMED BY CAPE
FEAR ENGINEERING. INC. JANUARY 2017.
2. ALL DISTANCES ARE HORIZONTAL GROUND.
3. MEAN HIGH WATER IS SHOWN BASED ON
ELEVATIONS.
4. A BOUNDARY SURVEY WAS NOTPERFORMED,
1)SUM FOR
REGULATORY REVIEW
030507 fF
j9BE7H M t��.
CAPE FEAR
ENGINEERING
.151 Poole Rd.,Suife 100; Belw7le, NC, 2U51 -
TEL [phone]; FAX [phone]
www.capefearenglnee".cam
N.C. LICENSE#C•1821
PROJECT 075-236
NUMBER :
sCMP : AS NOTED
DATE :. 02/06/17
�TRACMO 001
408 MARLIN ST.
SUNSET BEACH
NORTH CAROLINA
CAMA PLAN
BULKHEAD REPAIR
��r aaE. waaRA
875-236 C-1
RCIVED
'DCM WILMINGTON,
NC
A
ISSUED TO NCDEQ - DCM
EMN
oa 1
RE •
DESCRIPTION
Y
DATE
REVISIONS
030507 fF
j9BE7H M t��.
CAPE FEAR
ENGINEERING
.151 Poole Rd.,Suife 100; Belw7le, NC, 2U51 -
TEL [phone]; FAX [phone]
www.capefearenglnee".cam
N.C. LICENSE#C•1821
PROJECT 075-236
NUMBER :
sCMP : AS NOTED
DATE :. 02/06/17
�TRACMO 001
408 MARLIN ST.
SUNSET BEACH
NORTH CAROLINA
CAMA PLAN
BULKHEAD REPAIR
��r aaE. waaRA
875-236 C-1