20160802 Ver 1_CAMA Application_20160817

,
Coastal Management
ENVIRONMENTAL QUALITY
August 17, 2016
a,e�le4l� PAT MC RORY
Governor
DONALD R. VAN DER VAART
Secretary
RECEIVED/NCDENR/DWR
AUG 17 2016
BRAXTON DAVIS
Director
TO: Chad Coburn Water Quality Regional
401 Wetlands Operations Section
DWR-WiRO Wilmington Regional Office
FROM: Heather Coats, Assistant Major Permits Coordinator
NCDEQ — Division of Coastal Management
127 Cardinal Drive Ext., Wilm., NC 28405 heather. coats(cDncdenr.gov
Fax: [phone] (Courier 04-16-33)
SUBJECT: CAMA / Dredge & Fill Application Review
Applicant: CC & FT Oldman, LLC
Project Location: 408 Marlin St., adjacent a manmade canal off the AIWW, in BR Co.
Proposed Project: to construct approx. 50 linear ft. of new vinyl bulkhead with approx.
125 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 September 10, 2016. If you have any
questions regarding the proposed project, contact Sean Farrell at [phone] when appropriate
in-depth comments with supporting data is requested.
I
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes
are incorporated. See attached.
e�
This agency objects to the project for reasons described in the attached
comments.
SIGNED DATED
�i %
State of North Carolina I Environmental Quality I Coastal Management
127 Cardinal Drive Ext., Wilmington, NC 28405
910-796-7215

I a
N.C. DIVISION OF COASTAL MANAGEMENT
AGENT AUTHORIZATION FORM
Date July 21, 2016
Name of Property Owner Applying for Permit:
CC & FT Oldham LLC
Mailing Address:
I certify that I have authorized (agent) ELIZABETH M NELSON, PE to act on my
CAPE FEAR ENGINEER
behalf, for the purpose of applying for and obtaining all CAMA Permits necessary to
install or construct (activity) _PROPOSFp RiTI.KHFAD ,
at (my property located at) 408 Marlin St.. Sunset Beach, NC 28468
This certification is valid thru (date) 12/31/16
Property Own6f Signature Date

Environmental
Quality
August 17, 2016
Cape Fear Engineering
c/o Elizabeth Nelson
151 Poole Rd. Suite 100
Belville, NC 28451
Dear Ms. Nelson:
PAT MCCRORY
Governor
DONALD R. VAN DER VAART
Secretary
BRAXTON DAVIS
Director
The Division of Coastal Management hereby acknowledges receipt of your application, acting as agent for CC & FT Oldham, LLC,
for State approval for development of the property located at on 408 Marlin St. adjacent to a canal in the Town of Sunset Beach,
Brunswick County. It was received complete on August 5, 2016, and appears to be adequate for processing at this time. The
projected deadline for making a decision is October 19, 2016. An additional 75 -day review period is provided by law when such
time is necessary to complete the review. If you have not been notified of a final action by the initial deadline stated above, you
should consider the review period extended. Under those circumstances, this letter will serve as your notice of an extended
review. However, an additional letter will be provided on or about the 75th day.
If this agency does not render a permit decision within 70 days from August 5, 2016, you may request a meeting with the
Director of the Division of Coastal Management and permit staff to discuss the status of your project. Such a meeting will be
held within five working days from the receipt of your written request and shall include the property owner, developer, and
project designer/consultant.
NCGS 113A -119(b) requires that Notice of an application be posted at the location of the proposed development. Enclosed you
will find a "Notice of Permit Filing" postcard which must be posted at the property of your proposed development. You should
post this notice at a conspicuous point along your property where it can be observed from a public road. Some examples would
be: Nailing the notice card to a telephone pole or tree along the road right-of-way fronting your property, or at a point along the
road right-of-way where a private road would lead one into your property. Failure to post this notice could result in an incomplete
application.
An onsite inspection will be made, and if additional information is required, you will be contacted by the appropriate State or
Federal agency. Please contact me if you have any questions and notify me in writing if you wish to receive a copy of my field
report and/or comments from reviewing agencies.
Sincere) ,
Sean Farrell
Field Representative
Enclosures
cc: Doug Huggett, DCM Tyler Crumbley, ACOE
Heather Coats, DCM Chad Coburn, DWR
Debra Wilson, DCM Richard Hathcock, Town of Sunset Beach LPO
CC & FT Oldham LLC, applicant
State of North Carolina I Environmental Quality I Coastal Management
127 Cardinal Drive Ext., Wilmington, NC 28405
910-796-7215

PROJECT: To construct approx. 50 linear ft. of new vinyl
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6 Aur"CEPTED THROUGRe
apfember 10, 2016
APPLICANT:
Carolyn Oldman
PO Box 9378
Chapel Hill, NC 27515
Agent: Elizabeth Nels®n [phone]
FOR MORE DETAILS CONTACT
THE LOCAL PERMIT OFFICER BELOW:
NC Div. of Coastal Management
127 Cardinal Dr. Extension
Wilmington, NC 28405
Sean Farrell, Field Representative

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DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
I. APPLICANT'S NAME: CC & FT Oldham, LLC c/o Cape Fear Engineering
2. LOCATION OF PROJECT SITE: 408 Marlin St., adjacent to a manmade canal off the AIWW in Sunset Beach,
Brunswick County.
Photo Index- 2006:1-6152, L/M -19 2000:1-5,L-19 1995:1-4,M-6
State Plane Coordinates - X: 2151070 Y: 44810
Lat: 33°87'20.25" N Long: 78°50'26.46" W
3. INVESTIGATION TYPE: CAMA/D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit — 06/03/16
. Was Applicant Present — No
5. PROCESSING PROCEDURE: Application Received — 08/05/2016 (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
Low marsh
125 sq. ft.
(B) Non -Vegetated Wetlands
Open Water
(C) Other
1,000 sq. ft.
Uplands
(disturbed)
(D) Total Area Disturbed: 1,125 sq. ft. (>0.01 acres)
(E) Primary Nursery Area: No
(F) Water Classification: SA Open: No
8. PROJECT SUMMARY: The applicant proposes construct approximately 50 linear feet of new vinyl bulkhead with
approximately 125 square feet of coastal wetland fill.

CC & FT Oldham c/o Cape Fear Engineering
Page Two
9. PROJECT DESCRIPTION
The applicant's property is located at 408 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
11 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 15t 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 and the house structure is located
approximately 21' landward of the existing bulkhead. There is also existing raised decking located
approximately 10' landward of the existing bulkhead. Coastal Wetlands are present water ward of the
bulkhead, consisting primarily of Smooth Cord Grass (Spartina alterniflora). The Coastal Wetlands are,
on average, 17' in width as measured from the bulkhead. Mean High Water (MHW) ranges from
approximately 0' to 12' waterward of 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
6' in width by 13' in length, a fixed platform measuring approximately 4' in width by 8' in length, and a
ramp measuring approximately 3' in width by 16' in length, which extends waterward from the existing
fixed platform 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 stabilized with
an existing bulkhead that is aligned approximately 0.0 -1.0' waterward of the existing bulkhead on the
project site. The adjacent shoreline to the north has been stabilized with a bulkhead that is aligned
approximately 6' feet waterward of 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.
10. PROPOSED PROJECT:
The applicant proposes to install approximately 50 linear feet of new vinyl bulkhead with
approximately 125 square feet of coastal wetland fill. The bulkhead backfill would consist of
approximately 125 square feet of coastal wetlands, primarily Smooth Cord Grass (Spartina alterniflora).

CC & FT Oldham c/o Cape Fear Engineering
Page Three
As proposed, the new vinyl bulkhead would be aligned an average of 2' waterward of the existing
bulkhead, with a max of 3' waterward at the center resulting from the bow in the alignment existing
timber bulkhead. The proposed bulkhead alignment would be approximately 1' waterward of the
adjacent property's bulkhead to the south and approximately 4' landward of the adjacent property's.
bulkhead to the north. 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 porch and house structure which resides in close proximity relative 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 125 square feet of Coastal Wetlands, Estuarine Waters, and Public
Trust Areas of Environmental Concern. The bulkhead backfill would consist of approximately 125
square feet of primarily Smooth Cord Grass (Spartina alterniflora) coastal wetlands, located below
MHW in shallow bottom area. The proposed bulkhead construction would result in the disturbance of
approximately 1,000 square feet of high ground. Minor turbidity increase can be expected during the
construction process.
Submitted by: Sean C. Farrell Date: August 17, 2016 Office: Wilmington

DESIGN NARRATIVE
1. EXISTING CONDITIONS:
The 408 Marlin St. site is a 4730 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, supports for a raised deck, and less than
21 feet from the house envelope. The mean high water line ranges from right at the
bulkhead to up to 4 feet waterward of the bulkhead. The bulkhead is approximately 7 to 9
feet above the adjacent substrate. The northern adjacent property lot is developed as a
single family residential. The southern 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 408 Marlin St. 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.
2. PROPOSED DEVELOPMENT:
The existing shoreline stabilization at 408 Marlin St. is proposed to be replaced waterward
of the existing bulkhead. The proposed bulkhead will range from 1-3 feet waterward of the
existing bulkhead, with an average of 2 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.

19M M!-1
APPLICATION for
Major Development Permit
(last revised 12/27/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
Cc & Ft Oldham Lic
Project Name (if applicable)
Applicant 1: First Name
Carolyn
MI
C
Last Name
Oldham
Applicant 2: First Name
MI
Last Name
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
PO Box
9378
City
Chapel Hill
State
NC
ZIP
27515
Country
USA
Phone No.
- - ext.
FAX No.
N/A - -
Street Address (if different from above)
City
State
ZIP
Email
2. Agent(Contractor 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
[e-mail]
<Form continues on back>

Form DCM MP -1 (Page 2 of 4)
APPLICATION Yor
Major Development Permit
3. RVect Location
County (can be multiple)
Street Address
State Rd. #
Brunswick
408 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?
f. If applicable, list the planning jurisdiction or city limit the proposed
®Yes ❑No
work falls within.
Town of Sunset Beach
4. SIf@ mon
a. Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft.)
50 LF
4730
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 adiacent 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 [INA
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>
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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
.ActaW kapacts
a. Will the project be for commercial, public, or private use?
❑Commercial ❑Public/Govemment
®Private/Community
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?
125 ®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 stonnwater 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 [INA
If yes, attach a mitigation proposal.
<Form continues on back>
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Form DCM MP -1 (Page 4 of 4)
APPLICATION for
Major Development Permit
6 Ad fkmW Inibimation
In aditw b tf=appGr fioan, (M p `1) the &ftwM items below, if appficable, must be submitted in order for the Wocgion
P8Q kW io be oornpl0J& &VM (a) — (t} are always apple toarty mW dewsbprnent ap plicabon. Please consult the applic a iw
mon booklet an how to properly prepare the required items bebw.
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 Woody Wilcinson Phone No.
Address 133 North 2- st., SmithfieW, NC 27577
Name Robert Wilson Phone No.
Address 8 Wood Bine Ct., Durham, NC, 27713
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.
General permit for bulkhead and boat ramps NOI filed with NCDENR
h. Signed consultant or agent authorization form, if applicable.
i. Wetland delineation, if necessary.
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner)
k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1-10), if necessary. If the project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act.
7. Ceedlkabw aW Pel!W%is% m to ELtt@f on Land
I understand that any permit issued in response to this application will allow only the development described in the application.
The project will be subject to the conditions and restrictions contained in the permit.
I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to
enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up
monitoring of the project.
I further certify that the information provided in this application is truthful to the best of my knowledge.
Date D3 Print Name C44 2M560-1
Signature
Please indicate application attachments pertaining to your 4sed project.
®DCM MP -2 Excavation and Fill Information ❑DCM MP -5 Bridges and Culverts
❑DCM MP -3 Upland Development
❑DCM MP -4 Structures Information
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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 ®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 ®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?
❑Yes []No [INA []Yes ❑No [INA
(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), ❑Yes ❑No [INA
or other wetlands (WL)? If any boxes are checked, provide the
(ii) If yes, how much water area is affected?
number of square feet affected.
❑CW ❑SAV []SB
OWL ❑None
(ii) Describe the purpose of disposal in these areas:
252-808-2808 :: 1-888-4RCOAST :: www.nccoastaimanagement.net revised: 12/26/06
Access
Other
Channel
(NLW or
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
Breakwater
(excluding
shoreline
NWL)
stabilization)
Length
Width
Avg. Existing
NA
NA
Depth
Final Project
NA
NA
Depth
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 ®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?
❑Yes []No [INA []Yes ❑No [INA
(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), ❑Yes ❑No [INA
or other wetlands (WL)? If any boxes are checked, provide the
(ii) If yes, how much water area is affected?
number of square feet affected.
❑CW ❑SAV []SB
OWL ❑None
(ii) Describe the purpose of disposal in these areas:
252-808-2808 :: 1-888-4RCOAST :: www.nccoastaimanagement.net revised: 12/26/06

Ftp M 'DCAM JWP -2 �=X'CalratiO�n and Fill, page 2 of 2)
3. SHORELINE STABILIZATION ❑This section not applicable
(if development is a wood groin, use MP -4 — Structures)
a. i ype or snoreune staomzation:
®Bulkhead ❑Riprap ❑Breakwater/Sill ❑Other:
c. Average distance waterward of NHW or NWL: 2'
e. Type of stabilization material:
Vinyl
g. Number of square feet of fill to be placed below water level
Bulkhead backfill 125 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: 3'
f. (i) Has there been shoreline erosion during preceding 12
months?
❑Yes ®No ❑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 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,
(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 ®No []NA
(ii) If yes, explain what type and how they will be implemented.
n/a
d. (i) Will wetlands be crossed in transporting equipment to project
site? ❑Yes ®No []NA
(ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
n/a
August 03, 2016 Carolyn Oldham- Elizabeth Nelson - Agent
Date Applicant Name
408 Marlin St.
Applit Signature
Project Name
252-808-2808:: 1-888-4RCOAST :: vvvvvv.nCCaastaiman Nernent.net revised: 12/26/06

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LEGEND:
EXISTING BULKHEAD
— — — — — GRASS/MARSHLINE
GRASS/MARSH
PROPOSED BULKHEAD
MEAN HIGH WATER LINE
E
soar. Baru allus -�"-
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s. si. r• su. m ss � iu.
:
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.m.
TYPICAL BULKHEAD
NOT TO SCALE
NOW OR FORMERLY
CC & FT OLDHAM LLC
0 5 10 20
NOW OR FORMERLY SCALE:1"=5' 22"x34"SHEET
WOODY WILKINSON SCALE: 1"=10' 11"x17"SHEET
6" X
6"
WHALER
�i
LOCATION MAP
NOT TO SCALE
,11075 .
1. BASED ON SURVEY PERFORMED BY CAPE
FEAR ENGINEERING, INC. ON JULY 13, 2016.
2. ALL DISTANCES ARE HORIZONTAL GROUND.
3. MEAN HIGH WATER IS SHOWN BASED ON
ELEVATIONS.
4. A BOUNDARY SURVEY WAS NOT PERFORMED.
MSUEE) FOR
REGI TORY WHEW
A ISSUED TO TOWN NCDENR — OCM OB 3 1
a DESCRIPTION REV�9Y
q,wmur„ �
H 16, `
CAPE FEAR
ENGINEERING
151 Poole Rd.,Sulfe 100; Behille, NC, 28451
TEL [phone]; FAX [phone]
w .cspe(earengmeering.com
N.C. LICENSE4G1621
PAO,FCf 875-224
Mlllmt
SCALE : AS NOIED
DAZE : 08/03/16
TRACH : SAR
408 MARLIN ST.
SUNSET BEACH
NORTH CAROLINA
CAMA
HWAW aar ■.eor
8aar 75-224 C-1
NOW OR FORMERLY —
ROBERT WILSON 83.601 „w
26.90
uu& .uY
MEAN �-
HIGH
xt�
WATER
LINE , o
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, O
EXISTING
!
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0r
Z
MEAN HIGH
WATER LINE
pRnpnzpn
L. —
LEGEND:
EXISTING BULKHEAD
— — — — — GRASS/MARSHLINE
GRASS/MARSH
PROPOSED BULKHEAD
MEAN HIGH WATER LINE
E
soar. Baru allus -�"-
aNtc -n};cS -su€k. -curs:
auUc aN(rs. auUs -au+bs
s. si. r• su. m ss � iu.
:
ailttc a:Nb� afl� e1V:-� ausaE.
.m.
TYPICAL BULKHEAD
NOT TO SCALE
NOW OR FORMERLY
CC & FT OLDHAM LLC
0 5 10 20
NOW OR FORMERLY SCALE:1"=5' 22"x34"SHEET
WOODY WILKINSON SCALE: 1"=10' 11"x17"SHEET
6" X
6"
WHALER
�i
LOCATION MAP
NOT TO SCALE
,11075 .
1. BASED ON SURVEY PERFORMED BY CAPE
FEAR ENGINEERING, INC. ON JULY 13, 2016.
2. ALL DISTANCES ARE HORIZONTAL GROUND.
3. MEAN HIGH WATER IS SHOWN BASED ON
ELEVATIONS.
4. A BOUNDARY SURVEY WAS NOT PERFORMED.
MSUEE) FOR
REGI TORY WHEW
A ISSUED TO TOWN NCDENR — OCM OB 3 1
a DESCRIPTION REV�9Y
q,wmur„ �
H 16, `
CAPE FEAR
ENGINEERING
151 Poole Rd.,Sulfe 100; Behille, NC, 28451
TEL [phone]; FAX [phone]
w .cspe(earengmeering.com
N.C. LICENSE4G1621
PAO,FCf 875-224
Mlllmt
SCALE : AS NOIED
DAZE : 08/03/16
TRACH : SAR
408 MARLIN ST.
SUNSET BEACH
NORTH CAROLINA
CAMA
HWAW aar ■.eor
8aar 75-224 C-1