20170291 Ver 1_CAMA Application_20170315

Coastal Management
ENVIRONMENTAL QUALITY
70291
ROY COOPER
Govemor
MICHAEL S. REGAN
Secrelary
BRAXTON DAVIS
Dbector
March 7, 2017
TO: Karen Higgins l,;`, 7
401 & Buffer Permitting Unit 2017
DWRMater Quality PermittingcEQ-wA
401 & au F � R O(/ s
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: C & D Homes, LLC and the Town of Oak Island
Project Location: 1608 E. Yacht Dr. and the NE 17'h St. right -of way, adjacent to the AIWW,
in Oak Island, Brunswick County
Proposed Project: to construct approx. 315 linear feet of new vinyl bulkhead with
approx. 860 sq. feet 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 31, 2017. If you have
any questions regarding the proposed project, contact Tara MacPherson 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., Wilmingrton, NC 28405
910-796-7215

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME: C& D Homes, LLC and Town of Oak Island
2. LOCATION OF PROJECT SITE: 1608 E Yacht and NE 17th street end adjacent to the Atlantic Intracoastal
Waterway, in the Town of Oak Island, Brunswick County
Photo Index - 2006: 9-6131 M-11-12
Lat:33°55'31.73"N Long: 78°08'33.24"W
3. INVESTIGATION TYPE: CAMA/D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit —11/23/16
Was Applicant Present — Yes
5. PROCESSING PROCEDURE: Application Received —11/7/16 Complete- 2/24/17
Office - Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan —Town of Oak Island
Land Classification From LUP — Residential
(B) AEC(s) Involved: ES, EW, PTA, CW
(C) Water Dependent: Yes
(D) Intended Use: Private, Municipal
(E) Wastewater Treatment: Existing — Municipal
Planned - None
(F) Type of Structures: Existing — Vacant residential home site and town street end
Planned -Install 315 linear feet of new vinyl bulkhead
(G) Estimated Annual Rate of Erosion: N/A
Source — N/A
7. HABITAT DESCRIPTION: [AREA)
DREDGED FILLED OTHER
(A) Vegetated Wetlands (Coastal)
860 sq. ft.
(B) Non -Vegetated Wetlands
Open Water
(C) Other
6,300 sq. ft.
Uplands
(D) Total Area Disturbed: 7,160 sq. ft. (0.16 acres)
(E) Primary Nursery Area: Yes
(F) Water Classification: SA Open: No
8. PROJECT SUMMARY: The applicant proposes to construct approximately 315 linear feet of new vinyl bulkhead
with approximately 860 square feet of coastal wetland fill.

C& D Homes, LLC and Town of Oak Island
Page Two
9. PROJECT DESCRIPTION
The subject property is located at the corner of E. Yacht and NE 17th Street, adjacent the Atlantic
Intracoastal Waterway (AIWW), in the Town of Oak Island, Brunswick County. To find the project site,
travel south on US Highway 17 to NC Highway 133 South. Travel approximately 22 miles south on NC -
133 to Dosher Cutoff SE/ NC-133.Turn onto Dosher Cutoff and then turn right on Southport -Supply Rd.
SE/ NC -133. Travel approximately 0.8 mile and turn left onto NC -133. Travel on NC -133 to Oak Island
and turn right on East Oak Island Drive. Travel approximately 4.4 miles to NE 17th Street. Make a right
onto 17th Street and the property will be located at the corner of E. Yacht and NE 17th Street.
The project site consists of two AIWW front Parcels 1608 E. Yacht Drive and the NE 17th Street Right of
Way. The 1608 E. Yacht property has approximately 199 linear feet of shoreline and the Town of Oak
Island's Right of Way street end has approximately 116 linear feet of shoreline. The elevation of the
high ground area of the lots averages approximately 4 feet above normal high water (NHW). High
ground vegetation consists primarily of native grasses. The shoreline of the property at 1608 E Yacht
has been stabilized and the old bulkhead is failing. Erosion has occurred behind the bulkhead, in an
area measuring approximately 144 f.t long by approximately 6 ft. wide, and the area has been
continually hit by high tide allowing for coastal wetland species to colonize behind the existing wall.
Coastal wetlands present landward of the failing bulkhead consist of Salt Marsh Cordgrass (Spartina
alterniflora), Spike Grass (Distichlis sp.), Sea Lavender (Limonium sp.) and Glasswort (Salicornia sp.).
The Town of Oak Island Street End is stabilized with rip rap landward of coastal wetlands. Coastal
wetlands present waterward of the rip rap at the Town street end consist primarily of Salt Marsh
Cordgrass (Spartina alterniflora). Normal high water is present along the old bulkhead and the
adjacent rip rap. The adjacent properties to the west and east have been stabilized with bulkheads
parallel to the AIWW. The project site is bordered by E. Yacht Drive to the south, the AIWW to the
north and residential lots to the east and west. No known archaeological sites are within the project
vicinity.
The Town of Oak Island Land Use Plan classifies the 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
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 315 linear feet of new vinyl bulkhead with
approximately 860 square feet of coastal wetland fill and 144 sq. ft. of shallow bottom habitat fill. As
proposed, the bulkhead would be installed a maximum of 1 ft. water ward of the existing wooden
bulkhead at 1608 E. Yacht and would be waterward of the colonized coastal wetlands, but landward of
the Normal High Water line (NHW). The proposed bulkhead at the Town of Oak Island Street End
would be landward of both coastal wetlands and the NHW line. As proposed, the bulkhead alignment
would connect to the existing bulkheads of the adjacent riparian properties to the west and east.
Portions of the existing rip rap along the Town of Oak Island property boundary shoreline would be
removed to allow for bulkhead installation above Normal/Mean High Water (see Sheet Cl). The limits

C& D Homes, LLC and Town of Oak Island
Page Three
of disturbance would be located approximately 20 feet landward of the proposed bulkhead alignment
for the tie back system.
11. ANTICIPATED IMPACTS
The proposed new bulkhead construction with associated backfill and tie back/anchor system would
result in the filling of approximately 860 square feet of Coastal Wetlands and 144 sq. ft. of shallow
bottom habitat in the Estuarine Water/Public Trust and Coastal Wetland Areas of Environmental
Concern (AEC). The proposed bulkhead construction would result in the disturbance of approximately
6,300 square feet of high ground.
Submitted by: Tara MacPherson Date: March 6, 2017 Office: Wilmington

DESIGN NARRATIVE
1. EXISTING CONDITIONS:
The project is located on Oak Island in Brunswick County, and consists of two properties
with two property owners. The first property is 1608 E Yacht Drive, and is a single family
residence, with an existing wooden bulkhead. The second property is the adjacent 60 foot
right-of-way of NE 17`t' St. north of E Yacht Rd., and is undeveloped with an area that
appears to have be utilized as a boat ramp.
The total project area is 37,790 square feet, and is located on the Atlantic Intracoastal
Waterway. The mean high water line is located at the face of the bulkhead for the entire
length of the existing wooden bulkhead, then wraps around the sides of the shoreline. The
existing wooden bulkhead has failed and has had water crest it, resulting in the creation of
a small area of coastal wetlands landward of the bulkhead (approximately 860 SF).
The elevation of the property ranges from 2 feet to 6 feet NAVD88. The project is located
in a AE -11 High Hazard Flood Area.
The existing wooden bulkhead at this location has deteriorated and requires to be replaced
to maintain shoreline stabilization.
2. PROPOSED DEVELOPMENT:
The existing shoreline stabilization at 1608 E Yacht Dr. is proposed to be replaced 1 -foot
waterward of the existing bulkhead, and will continue at or landward of existing mean high
water, and will connect to the two adjacent property bulkheads. The existing failing
bulkhead will be removed. Material from the sand pit adjacent to the Oak Island Airport
will be transported by Tripp Construction for fill material in addition to the existing
material. The bulkhead will be constructed structurally tight to keep material on site. The
coastal wetlands that have developed landward of the failing bulkhead will be filled during
construction, in order to provide adequate tie back and shoreline stabilization.
The purpose of the proposed bulkhead is to protect and stabilize the shore, because the
existing bulkhead is no longer stabilizing the embankment or preventing erosion of the
embankment. Constructing the proposed bulkhead in front of the existing bulkhead, is to
prevent failure of the existing bulkhead during construction.
RECEIVE®
[)CM WILMINGTON: NO

ACM MF -1
NPLICATION for
Major Development Permit
(last revised 12/27/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
Project Name (if applicable)
1608 E Yacht Dr & NE 17"' Street
Applicant 1: First Name
MI
Last Name
C&D Homes, L L C
Applicant 2: First Name
MI
Last Name
Town of Oak Island
Elizabeth
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
PO Box
City
State
5001 O' Quinn Blvd. SE #1
Southport
NC
ZIP
Country
Phone No.
FAX No.
28461
USA
980 - 254 -1489 ext.
N/A -
Street Address (if different from above)
City
State
ZIP
Email
[e-mail]
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
F2E COVED
[e-mail]
N
---
MM WILMINGTON,
<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
1608 E Yacht Dr. & NE 17th Street Right -of -Way
N/A
Subdivision Name
City
State
Zip
N/A
Oak Island
NC
28465 -
Phone No.
Lot No.(s) (if many, attach additional page with list)
- - ext.
N/A, I 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
Atlantic Intracoastal Waterway
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.
i. Is the proposed project consistent with the applicable zoning?
Town of Oak Island
4.
Site Description
a.
Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft.)
315 LF
37,790 SF
c.
Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high water) or
27,040, 10,750,
NWL (normal water level)
(If many lot sizes, please attach additional page with a list)
4.0 ®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 and Bulkhead
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?
Oak Island Residental District, OK -R -6A
(Attach zoning compliance certificate, if applicable)
®Yes ❑No [INA
j.
Is the proposed activity part of an urban waterfront redevelopment proposal? []Yes ®No
k.
Has a 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 ®NREGEIV
National Register listed "LMINGTCAN, m
or eligible property? SCM
<Form continues on next page>
252-808.2808 .. 1.888.4RCOAST .. www,nccoastaimanagement.net

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.
Municipal Sewer
o. Describe existing drinking water supply source.
Municipal Water
p. Describe existing storm water management or treatment systems.
Storm Sheet Flows
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.
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.
New bulkhead will be constructed in front of failing wooden bulkhead, then the old bulkhead will be tom out. 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 vinyl bulkhead in front of existing failing wooden bulkhead. Existing bulkhead to be removed. A new
bulkhead will be constructed along additional shoreline at or landward of mean high water, to complete the shoreline
stabilization along the project shoreline.
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? 6,000 ®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 ®Nps ��ONOT9 ,
U
If yes, attach a mitigation proposal.
<Form continues on back>
252-808-2808 .. 1.888-4RCOAST -. www.nccoastaimanagement.net

Form DCM MP -1 (Page 4 of 4) APPLICATION for
Major Development Permit
6 AdaWonallnfonnatron
M 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
inshzxftn booklet on how to property prepare the required items below.
a.
A project narrative.
b.
An accurate, dated work plat (including plan view and cross-sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed.
c.
A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
d.
A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties.
e.
The appropriate application fee. Check or money order made payable to DENR.
f.
A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such
owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in
which to submit comments on the proposed project to the Division of Coastal Management.
Name Jams Jordan Phone No.
Address 5918 Corinthian Park, Spring, TX 77379
Name Ricky Earnhardt Phone No.
Address 6735 Benson Hardee Rd., Benson, NC 28465
Nam 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.
NOI filed with NCDEQ Stormwater
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.
T. Certification and Permission to Enter on Land
I understand that any permit issued in response to this application will allow only the development described in the application.
The project will be subject to the conditions and restrictions contained in the permit.
I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to
enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up
monitoring of the project.
I further certify that the information provided in this application is truthful to the best of my knowledge.
Date �s D /lrs, Print Name CL'.17AA-:5l-/
Signature
1
Please indicate application attachments pertaining to your p sed project.
®DCM MP -2 Excavation and Fill Information ❑DCM MP -5 Bridges and Culverts RECEIV SAN,
❑DCM MP -3 Upland Development p'M WILMING
40
❑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.
f.
Access
0This section not app#caW
a.
Amount of material to be excavated from below NHW or NWL in
b. Type of material to be excavated.
Other
Channel
(NLW or
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
Breakwater
(excluding
shoreline
NWL)
number of square feet affected.
stabilization)
OWL ❑None
(ii) Describe the purpose of the excavation in these areas:
Length
2.
DISPOSAL OF EXCAVATED MATERIAL
®This section not appicable
a.
Width
b. Dimensions of disposal area.
c.
d. (i) Will a disposal area be available for future maintenance?
(i) Do you claim title to disposal area?
Avg. Existing
❑Yes ❑No ❑NA
(ii) If no, attach a letter granting permission from the owner.
(ii) If yes, where?
NA
NA
Depth
Final Project
NA
NA
Depth
f.
EXCAVATION
0This section not app#caW
a.
Amount of material to be excavated from below NHW or NWL in
b. Type of material to be excavated.
cubic yards.
c.
d. High -ground excavation in cubic yards.
(i) Does the area to be excavated include coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB
OWL ❑None
(ii) Describe the purpose of the excavation in these areas:
2.
DISPOSAL OF EXCAVATED MATERIAL
®This section not appicable
a.
Location of disposal area.
b. Dimensions of disposal area.
c.
d. (i) Will a disposal area be available for future maintenance?
(i) Do you claim title to disposal area?
❑Yes ❑No [INA
❑Yes ❑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
(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 disposal in these areas:
f. (i) Does the disposal include any area in the water?
❑Yes [-]No ❑NA
(ii) If yes, how much water area is affected?
RECEIVtW
DCM WILMINGTON No -
252 -808-2808
G
252-808-2808 :: 1-888-4RCOAST :: www.necoastalmanagement.net revised: 12/26/06

form DCM MP -2 (Excavation and Fill, Page 2 of 2)
3. SHQREUNE STAB/UZATION ❑This section not applicable
(!f devebprnent is a wood groin, use MP -4 — Stnictures)
a. Type of shoreline stabilization:
®Bulkhead ❑Riprap ❑Breakwater/Sill ❑Other:
c. Average distance waterward of NHW or NWL: 1.0'
e. Type of stabilization material:
Vinyl
g. Number of square feet of fill to be placed below water level.
Bulkhead backfill 315 Riprap 0
Breakwater/Sill 0 Other 0
i. Source of fill material.
Tripp Construction from Pit adjacent to Oak Island Airport
b. Length: :31b'
Width: 1'
d. Maximum distance waterward of NHW or NWL: 1'
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 ACTH IES ®This section not apocable
(Excluding Shoreline Stabdization)
a. !il Will fill material be brouaht 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
November 7, 2016 C & D Homes, LLC - Town of Oak Island - Ei"tzabeth Nelson -
AgeM
Date Appficant
1608 E Yacht Dr. rine MwEMING'T®N, M�
Project Name Appl& Signature
,rt T
252-808-2808 :: 1-888-4RCOAST .: www.nccoastaimanagement.net revised: 12/26/06

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WALL TO BE CONSTRUCTED OF BULKHEAD
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4601E OAK ISLAND
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OAK ISLAND NO 28466
At uE-XISTING r N
EXISTING USE
PLE LJC RKA-M-OF-WAY
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EXISTING RIP RAP
STABILIZATION
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NE 17TH STREET
60' PUBLIC RIGHT-OF-WAY
TOWN OF OAK ISLAND
4601 E. OAK ISLAND
OAK ISLAND, NC 28465
INTRACOASTAL WATERW-AY — -
- - SOUTHERN R/W LINE
8" TIE
BOLTS
12' VINYL
SHEATHING
awe
2 D O
ZO_U-)
mar
W S N
w Z U
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Z
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ck3Uw
m
Y c0
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Of
2"X 6"
6"X
6"X 6'
WHALER
TYPICAL BULKHEAD
NOT TO SCALE
I. BASED ON SURVEY PEWKXM'D sY Vcs E
C.O. INC. CN JUNE 24TH 2016 END AUGUST 28
2OK.,-
2 All: DISTANCES ARE HOROONTAL GROUND.
3, WEAN HIGH WATER 15 SHOWN BASED ON
ELEVATION'. _
ISSUED FOR
REQULATORY VIEW
v OQ. 04E881p V" -
' fV SEK
CAPE FEAR
ENGI-NEERING
151 Poole RO.,SLOD 700; Be141e, NC, 28451
TEL [phone]; FAX (910),383.1045 -
. r`ww.eepdgerorpinselh p: cam .
N.C. LrENSE # C•1621
AI
PROJECT
NOYBER __ 975 -225T7 -72s .
: SCALE: AS NOTED
DATE .W JULY I$ .. .
iRACMNG : ,w .. -
1608 E. YACHT DIR
E .NE 17TH STREET
OAK hcuC
CAMA MAJORERMIT
- . nnocer ■aeu - oar N.eoe.:
875-225 C-1
EMN
3
REVISED PER DCM COMMENTS
.2-24-17
BAN
2
ISSUED FOR REGULATORY .REVIEW
1-07-16
IRAN
1
ISSUED FOR APPLICANT REVIEW
0-20-18
REV.
DESCRIPTION
REV.8Y
i
DATE
REVISIONS -
v OQ. 04E881p V" -
' fV SEK
CAPE FEAR
ENGI-NEERING
151 Poole RO.,SLOD 700; Be141e, NC, 28451
TEL [phone]; FAX (910),383.1045 -
. r`ww.eepdgerorpinselh p: cam .
N.C. LrENSE # C•1621
AI
PROJECT
NOYBER __ 975 -225T7 -72s .
: SCALE: AS NOTED
DATE .W JULY I$ .. .
iRACMNG : ,w .. -
1608 E. YACHT DIR
E .NE 17TH STREET
OAK hcuC
CAMA MAJORERMIT
- . nnocer ■aeu - oar N.eoe.:
875-225 C-1