HomeMy WebLinkAbout20052230 Ver 2_CAMA Application_20140312NCDENR
North Carolina Department of Environment and Natur(
Division of Coastal Management
Pat McCrory Braxton C Davis
Governor Director
March 11, 2014
MEMORANDUM
TO Karen Higgins
401 Oversight
DEMLR - Surface Water Protection
o S - a., a_30
Resources
John E Skvarla, III
Secretary
FROM Jonathan Howell, NC DENR -DCM Assistant Mayor Permits Coordinator
400 Commerce Ave, Morehead City, NC 28557 (Courier 11- 12 -09)
SUBJECT CAMA Mayor Permit Application Review
Applicant: Palm Cove POA 11 -06 MM c% Bert Exum
Project Location: Canal Dr & Main St, adjacent to Tubbs Inlet and the Atlantic Ocean,
in Sunset Beach, Brunswick County
Proposed Project: construction of a 9 -slip community docking facility
Please indicate below your agency's position or viewpoint on the proposed project and return this
form to Jonathan Howell at the address above by April 3, 2014. If you have any questions
regarding the proposed project, contact Holley Snider at (910) 796 -7270, when appropriate, in -depth
comments with supporting data is requested
REPLY:
SIGNED
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
This agency objects to the project for reasons described in the attached comments
DATE
127 Cardinal Drive Ext , Wilmington, NC 28405
Phone 910- 796 -72151 FAX 910 - 395 -3964 Internet www nccoastalmanagement net
An Equal Opportunity \ Affirmative Action Employer
@6pOM8
MAR 2=1 2014
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
I. APPLICANT'S NAME: Palm Cove, POA, Inc C/o Bert Exum
2. LOCATION OF PROJECT SITE: Palm Cove Subdivision at the intersection of Canal Dr and Main St adjacent
to Tubbs Inlet and the Atlantic Ocean, in Sunset Beach, Brunswick Co
Photo Index — 2006 1 -6152 0,13-5 2000 1 -5 P -5 1998 1 -11, Q -S, 8 -11
State Plane Coordinates - X: 2156060 Y: 45214 Rover File: V- 102510A (2006)
3. INVESTIGATION TYPE: CAMA
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit — 02/11/14, 3/4/14
Was Applicant Present — No, No
S. PROCESSING PROCEDURE: Application Received — Completed 02/26/14
Office - Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Town of Sunset Beach
Land Classification From LUP - Developed /Vacant
(B) AEC(s) Involved: ES, OH, IH
(C) Water Dependent: Yes
(D) Intended Use: Private Community
(E) Wastewater Treatment: Existing - None
Planned - Individual Septic Systems
(F) Type of Structures: Existing —Asphalt road and utilities
Planned - 9 -slip community docking facility
(G) Estimated Rate of Erosion: 2 ft per year
Source — 2011 LTAASCR Update
7. HABITAT DESCRIPTION: [AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands
Coastal
(B) Non - Vegetated Wetlands
3,172 sq ft
Open Water
Incorporated
(C) Other
Highground
(D) Total Area Disturbed: 3,172 sq ft (0 07 acres)
(E) Primary Nursery Area: No
(F) Water Classification: SA -SB Open. Tubbs Inlet (yes)
8. PROJECT SUMMARY: The applicant is proposing to modify CAMA Mayor Permit #11 -06 and construct a
private nine (9) slip community docking facility adjacent to Tubbs Inlet
Palm Cove, POA, Inc., C/o Bert Exum
Page Two
9. PROJECT DESCRIPTION
The applicant's property is located at the far eastern end of Sunset Beach in Brunswick County The property is
located at the intersection of Canal Drive and Main Street, along the Main Street Extension Directions from the
Sunset Beach bridge are as follows turn left at the stop sign after crossing the bridge and causeway onto Main
Street, follow Main Street until it dead ends, turn right onto Main Street extension The project site is located on
a peninsula of land bordered by the waters of Tubbs Inlet to the north, and the Atlantic Ocean to the south
The property is 12 67 acres in size and is vegetated with typical ocean front vegetation along both the northern
and southern side, consisting of Sea Oats (Uniola paniculata), American Beachgrass (Ammophila breviligulata),
Seashore Elder (Iva imbncate), Curly Leaf Yucca (Yucca filamentosa) and Prickly Pear Cactus (Opuntia spp.) The
average elevation of the tract ranges from 6 -12 feet above mean sea level.
The property is a gated subdivision with an access road, electrical utilities and water services provided to the ten
vacant lots Each lot within the subdivision is platted from the MHW boundary of the Atlantic Ocean to the MHW
boundary of Tubbs Inlet The access road and utilities are located in the north central section of the property,
outside of the 120 feet Ocean Hazard large structure setback, but well within the Ocean Hazard Area of
Environmental Concern (AEC) CAMA Mayor Permit #11 -06 was issued on January 18, 2006 and authorized the
subdivision, roadway and utility improvements The permit was modified on February 5, 2007 to include sand
fencing This permit was due to expire on December 31, 2009 However, the permit was subject to extension by
the Session Law 2009 -406, and as amended by Session Law 2010 -177, the Permit Extension Act The mayor permit
was renewed on January 9, 2014 and is now due to expire on December 31, 2015 The Town of Sunset Beach has
issued minor development permits to Brunswick Land Holdings, LLC for the construction of single family
residences on Lot 2 and Lot 3, although construction has not been initiated Currently, there is one private
docking facility constructed adjacent to Lot 1 This structure was authorized by CAMA general permit # 38948
issued to Dean Belk on July, 26, 2005 and authorized a private two (2) slip docking facility in accordance with 15A
NCAC 07H.1200
The property has approximately 950 linear feet of shoreline bordering Tubbs Inlet and approximately 700 linear
feet bordering the Atlantic Ocean No coastal wetland vegetation is present along the shoreline and an erosion
escarpment is present along the entire northern shoreline adjacent to Tubbs Inlet, i e the location of the
proposed pier The erosion scarp along the northern shoreline varies in height and ranges from three to six feet
An on -site investigation and comparison of the submitted work plan drawings from this submission and the
approved work plan drawings for Permit #11 -06 reveal that the shoreline near the shared property boundary of
Lot 2 and Lot 3 has eroded approximately 40 feet in the last ten years
The long -term average annual erosion rate in the vicinity of the property is 2 0 feet per year The 100 -year storm
recession line for this area of Sunset Beach is 320 feet creating a total Ocean Erodible Area (OEA) of 440 feet
The waters of Tubbs Inlet are classified as SA HQW by the North Carolina Division of Water Quality and are open
to the harvest of shellfish and the waters of the Atlantic Ocean are classified as SB This area of Tubbs Inlet is NOT
designated as Primary Nursery Area. The entire property lies within the limits of the Inlet Hazard Area (as
designated by the North Carolina Coastal Resources Commission)
Palm Cove, POA, Inc., C/o Bert Exum
Page Three
10. PROPOSED PROJECT
The applicant is proposing to modify CAMA Mayor Permit #11 -06 and construct a private nine (9) slip
community docking facility The applicant is proposing to establish a ten feet wide easement and community
area for access to the proposed boating facility along the shared property boundary between Lot 2 and Lot 3
Lot 2 has approximately 132 linear feet of frontage along Tubbs Inlet and Lot 3 has approximately 105 linear
feet of shoreline along Tubbs Inlet The proposed community docking facility would originate from the high
ground of the shared lot line and would extend approximately 15 feet water ward of the Mean High Water
boundary (MHW) The access pier would terminate at a proposed gazebo measuring approximately 20 feet
wide by 20 feet long The gazebo would be connected via an access ramp, to a proposed main spine floating
dock The proposed main spine floating dock would measure approximately 6 feet in width and 135 feet in
length The applicant is proposing to install six (6) finger piers each measuring approximately 4 feet in width
and 24 feet in length adjacent to the main spine The finger piers would be oriented perpendicular to the
proposed main spine floating dock and would define the nine (9) slips (see sheet 2 of 2) As proposed, each
slip would be equipped with a boatlift measuring approximately 12 feet in width by 12 feet in length The
width of Tubbs inlet in the location of the proposed docking facility is approximately 766 feet as measured
from the erosion scarp on the near shore side and the edge of coastal wetland vegetation on the opposite
shoreline As proposed, the docking facility would extend approximately 90 feet into a water body that
measures approximately 766 feet in width The applicant has sited the proposed docking facility the conform
to the established pier head line of the adjacent docking facility and would not extend into the channel
portion of the water body, which is located along the -4 feet MLW contour Water depths in the location of
the docking facility average -2 5 feet at MLW The proposed docking facility would provide mooring for nine
(9) vessels and would serve the residents of the private community
11. ANTICIPATED IMPACTS:
As proposed the docking facility would extend approximately 90 feet into a water body that measures
approximately 766 feet in width The proposed docking facility would not extend into the channel portion of the
water body and would be located along the -4 feet water depth contour of Tubbs Inlet The proposed docking
facility would incorporate approximately 4,660 square feet of Public Trust Area and Estuarine Waters Areas of
Environmental Concern The proposed docking facility would result in the shading of approximately 1,876 square
feet of Public Trust Area and Estuarine Waters Areas of Environmental Concern As proposed, the docking facility
would not exceed the % of the width of the water body limitation, not exceed the established pier head line, nor
encroach into the channel portion of the water body The proposed docking facility would not encroach into
either 15 foot adjacent riparian property owner setback As proposed the docking facility would provide mooring
for nine (9) vessels; however, it appears that an additional two (2) vessels could be moored on the sides of the
outboard finger piers AS proposed the docking facility would be located approximately 101 feet from the
adjacent docking facility to the west Minor increases in turbidity can be expected during construction
Submitted by- Holley A Snider Date March 7, 2014 Office Wilmington
CAMA Major Permit Modification
Design Narrative
Subject:
Palm Cove
Sunset Beach
Brunswick County, North Carolina
Date: February 26, 2014
Prepared by
Cape Fear Engineering, Inc.
151 Poole Road, Suite 100
Belville, North Carolina 28451
(910) 383 -1044 RECEIVED
DCM WILMINGTON, NC
Existing Conditions
Palm Cove is an existing 1 Not subdivision located at the east end of Sunset
Beach, NC and bordered to the north by Jink's Creek and to the south by the
Atlantic Ocean. These lot sizes are listed in the table below:
Lot
Size (Acres)
1
1.33
2
1 38
3
1.29
4
1 22
5
1 19
6
1.15
7
1.11
8
1.23
9
1.35
10
1 42
An existing CAMA Mayor Permit #11 -06 was initially approved 1/18/2006 for the
subdivision, roadway and utility improvements, and then modified on 2/5/07 to
include sand fence. This permit was recently extended and expires 12/31/2015.
A copy of the CAMA Mayor Permit is included in Appendix A.
Jink's Creek is located in the Lumber River Basin and designated as SA -HQW
waters by NCDENR with a stream index #15 -25 -9
The subdivision is not built out with homes yet due to the down turn in the
residential development economy Lot #1 has an existing boat dock and pier All
roads and utilities are installed
Stormwater Permit #SW8 051025 was approved for Palm Cove on December 16,
2005 Because of the low density classification and the substantially high
infiltration rates of the sand there are no permitted BMP's required. A copy of the
approved Stormwater Permit is included in Appendix B
A Water Distribution Permit and Authorization to Construct ( #DEH- 0501612)
were issued for Palm Cove on 10/11/2005
CAMA Minor Permits for Lot 2 (SB- 09 -02) and Lot 3 (SB- 09 -03) were issued to
Brusnwick Land Holdings, LLC on 4/13/2009
Proposed Project
Palm Cove POA, Inc is proposing the addition of community amenities to the
Palm Cove subdivision (see vicinity map in Appendix C) including a wooden RECEIVED
access walkway, gazebo and floating dock and pier with 9 boat slips. ADCM WILMINGTON, NC
modification to the existing CAMA Mayor permit is proposed and DCM form MP -1
is attached in Appendix D
A 10' wide access easement is proposed, centered on the lot line between Lot #2
and Lot #3 A wooden walkway is proposed along the easement from the
roadway and terminating at the mean high water (MHW) line. From the MHW line
a 6' wooden dock ends in a 20'x 20' gazebo The gazebo will be constructed on
wood pilings at the approximate MLW line A ramp will connect the gazebo to
the proposed floating dock
The dock system consists of a floating dock spine located along the lot line
between Lot #2 and Lot #3 which extends perpendicular from the shore attached
to a floating dock spine which extends parallel to the shore (forming a "tee ") to
the 1/4-width of the waterbody limit. The nine slips are located on the north side of
the parallel dock spine accessed by floating finger docks A hydrographic surrey
was completed in October, 2013 by Cape Fear Engineering, Inc. The proposed
site plan and section details are included in Appendix E
In addition, boat lifts are proposed to prevent boats from sitting on the intertidal
mud flat during portions of the tidal cycle Water depths inside the slips would be
between -3' MLW and -4' MLW
Navigation should not be affected by the boat slips as the dock and piers are
within the 1/4-width of the waterbody limit. The dock length meets conditions of the
US Army Corps of Engineer's Section 10 General Permit 56, which specifies
docks should not exceed 1/3 the width of the waterbody. DCM form MP -4 is
attached (Appendix D)
Other backup documentation is attached.
Appendix F — Agent Authorization Form
Appendix G — Deeds and Supporting Material
Appendix H — Easement Exhibits
Appendix I — AEC Ocean Hazard Forms
Appendix J - Letters to Adjoiners and Certified Mail Receipts
DCM RECEIVED ON, NC
IN NFLI
APPLICATION for
Major Development Permit
(last revised 12127/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant Landowner Information
m
Business Name
Project Name (if applicable)
Palm Cove Poa, Inc
Palm Cove
Applicant 1 First Name
MI
Last Name
Maria
Bert
Jones
Exum
Agent/ Contractor 2 First Name
MI
Applicant 2 First Name
MI
Last Name
PO Box
If additional applicants, please attach an additional pages) with names listed
State
151 Poole Road, Suite 100
Mailing Address
PO Box
City
NC
State
1967
Wilmington
NC
ZIP
Country
Phone No
ext
FAX No
28403
USA
910 - 392 - 9325 ext
910 383 1045
910 - 392 - 9327
Street Address (if different from above)
City
State
ZIP
503 OLDE WATERFORD WAY, SUITE 200
Leland
NC
28451 -
Email
mans (ones@capefearengineering corn
bertexum@aol corn
2. _ AgentContractor- Information
m
Business Name
Cape Fear Engineering, Inc
Agent/ Contractor 1 First Name
MI
Last Name
Maria
Jones
Agent/ Contractor 2 First Name
MI
Last Name
Mailing Address
PO Box
City
State
151 Poole Road, Suite 100
Belvdle
NC
ZIP
Phone No 1
Phone No 2
28451
910 - 383 - 1044 ext 134
ext
FAX No
Contractor #
910 383 1045
Street Address (d different from above)
City
State
ZIP
Email
mans (ones@capefearengineering corn
R EC E I C
( WILMINGTON, NC
<Form continues on back> FEB 9 fj 2014
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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
Intersection of Canal Dr and Main St
2 67 Acres for Lots 2 & 3, 12 47 Acres for total subdivision
Subdivision Name
City
State
Zip
Palm Cove
Sunset Beach
NC
28468-
Phone No
Lot No (s) (if many, attach additional page with list)
- - ext
2, 3, , ,
a In which NC river basin is the project located?
b Name of body of water nearest to proposed project
Lumber
Jink's Creek
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 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
Sunset Beach, NC
4. Site Description
a
Total length of shoreline on the tract (ft )
b Size of entire tract (sq ft )
237' fronting Lots 2 & 3
2 67 Acres for Lots 2 & 3, 12 47 Acres for total subdivision
c
Size of individual lot(s)
d Approximate elevation of tract above NHW (normal high water) or
Lot 2 = 1 38 ac, Lot 3 = 129 ac,
NWL (normal water level)
(If many lot sizes, please attach additional page with a list)
6 0 -12 5 ft ❑NHW or ❑NWL
e
Vegetation on tract
Natural vegetation
f
Man -made features and uses now on tract
Paved roadway and water line
g
Identify and describe the existing land uses adjacent to the proposed project site
Residential
h
How does local government zone the tract?
i Is the proposed project consistent with the applicable zoning?
CO -R -6000
(Attach zoning compliance certificate, if applicable)
®Yes ❑No ❑NA
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 ❑NA
National Register listed or eligible property? RECEIVED
DCM WILMINGTON, NC
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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
(u) Are there coastal wetlands on the site? []Yes ®No
(iii) If yes to either (i) or (u) above, has a delineation been conducted? ❑Yes []No
(Attach documentation, if available)
n Describe existing wastewater treatment facilities
None Septic approved for lots
o Describe existing drinking water supply source
Municipal system
p Describe existing storm water management or treatment systems
This is a permitted low density project No stormwater devices will be needed Stormwater is discharged via surface runoff to
infiltrate into existing sandy soils
_& Activides and Impacts
a
Will the project be for commercial, public, or private use2 ❑Commercial ❑Public /Government
®Private /Community
b
Give a brief description of purpose, use, and daily operations of the project when complete
The purpose of this modification is to provide an access walkway with gazebo to a community boat dock with nine individual
boat slips with boat lifts for lot owners Lot owners would use the slips for recreational purposes
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
Standard marine construction equipment and methods, pile driver, etc
d
List all development activities you propose
Addition of a 10'x 190' wooden walkway from the existing roadway to a 15'x15' gazebo leading to a multi -slip floating boat
dock
e
Are the proposed activities maintenance of an existing project, new work, or both? New Work
f
What is the approximate total disturbed land area resulting from the proposed project? 3800 ®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
No direct discharge to waters of the state area proposed
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
I
Is there any mitigation proposed? []Yes ❑No ®NA
RECElyVE!
If yes, attach a mitigation proposal
V
I
FV-1-LjVTTFq5 ifR NC
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Form DCM MP -1 (Page 4 of 4)
APPLICATION fos
Major Development Permit
6. Additional Information
In addition to this completed application form, (MP 1) the following items below, if applicable, must be submitted in order for the application
package to be complete Items (a) — (t) are always applicable to any ma /or 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 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 Thunder Road, LLC Phone No
Address 1951 Clark Ave, Raleigh, NC 27605
Name Long Leaf Pine LLC Phone No
Address 503 Olde Waterford Way, Suite 200, Leland, NC 28451
Name Brunswick Land Holding, LLC Phone No
Address 503 Olde Waterford Way, Suite 200, Leland, NC 28451
g A list of previous state or federal permits issued for work on the project tract Include permit numbers, permittee, and issuing dates
CAMA Major Permit #11 -06, Palm Cove POA, 2/5/07 Water Distribution Permit #DEH- 0501612, Public Works
Director, Sunset Beach, NC, 10/11/05
Stormwater Permit SW8 051025, Palm Cove POA, 12/16/05 CAMA Minor Permits SB -09 -02 (Lot 2) & SB -09 -03 (Lot 3),
Brunswick Land Holdings, LLC, 4/13/09
h Signed consultant or agent authorization form, if applicable
i Wetland delineation, if necessary
I 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 Pennission 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 February 19, 2014 Print Name Bert Exum
Signature EGA c---,
Please indicate application attachments pertaining to your proposed project
❑DCM MP -2 Excavation and Fill Information ❑DCM MP -5 Bridges and Culverts RECEIVED
®DCM MP -3 Upland Development
®DCM MP -4 Structures Information
�'� WILMINGTON, NC
f-L-a202014
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Form DCM MP -4
STRUCTURES
(Construction within Public Trust Areas)
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 This section not applicable
a (i) Is the docking facility /marina b (i) Will the facility be open to the general public?
❑Commercial ❑Public /Government ®Private /Community []Yes ®No
c (i) Dock(s) and /or pier(s)
d (i) Are Finger Piers mcluded9 ®Yes ❑No
(u) Number 2
If yes
(iii) Length 157' floating. 22' fixed
(��) Number 6
(iv) Width 6'
(w) Length 24'
(v) Floating ®Yes ®No
(iv) Width 4 5'
(v) Floating ®Yes []No
e (i) Are Platforms included? ®Yes ❑No
f (i) Are Boatlifts included? ®Yes ❑No
If yes
If yes
(u) Number 1
(u) Number 9
(iii) Length 20'
(m) Length 12'
(w) Width 20'
(m) Width 12'
(v) Floating ❑Yes ®No
Note Roofed areas are calculated from drnplme dimensions
g (i) Number of slips proposed
h Check all the types of services to be provided
9
❑ Full service, including travel lift and /or rail, repair or
(n) Number of slips existing
maintenance service
❑ Dockage, fuel, and marine supplies
0
® Dockage ( "wet slips ") only, number of slips 9
❑ Dry storage, number of boats
❑ Boat ramp(s), number of boat ramps
❑ Other, please describe
i Check the proposed type of siting f Describe the typical boats to be served (e g , open runabout,
❑ Land cut and access channel charter boats, sad boats, mixed types)
[]Open water, dredging for basin and /or channel Open runabout
®Open water, no dredging required
[]Other, please describe
k Typical boat length 20' -30' 1 (1) Will the facility be open to the general public?
❑Yes ®No
m (i) Will the facility have tie pilings
RECEIVED
❑Yes ®No
DCM WILMINGTON, NC
(n) If yes number of tie pilings?
N/A r-'--CB 2 6 71-11114
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II=®rm ®CM MP -4 (Structures, Page 2 of 4)
2. DOCKING FACIUMMARINA OPERATIONS ®This section not applicable
a Check each of the following sanitary facilities that will be included in the proposed protect
❑ Office Toilets
❑ Toilets for patrons, Number , Location
❑ Showers
❑ Boatholdmg tank pumpout, Give type and location
b Describe treatment type and disposal location for all sanitary wastewater
N/A
c Describe the disposal of solid waste, fish offal and trash
Through "No overboard discharge" rule enforced by POA
d How will overboard discharge of sewage from boats be controlled
Through "No overboard discharge" rule enforced by POA
e (i) Give the location and number of "No Sewage Discharge" signs proposed
None proposed Policies enforced through POA
(n) Give the location and number of " Pumpout Available" signs proposed
None Pumpout is not available
f Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products
N/A
g Where will residue from vessel maintenance be disposed of?
N/A
h Give the number of channel markers and "No Wake" signs proposed N/A
i Give the location of fuel - handling facilities, and describe the safety measures planned to protect area water quality
N/A
I What will be the marina policy on overnight and live- aboard dockage?
Permanent live aboards not allowed
k Describe design measures that promote boat basin flushing?
No basin, Docking facility is located in open water
If this project is an expansion of an existing marina, what types of services are currently provided?
N/A
ocrcnicn
DGM WILMINGTON, NC
ccB - 6 Z04
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Forge DCM MP-4 (Structures, Page 3 of 4)
m Is the marina/docking facility proposed within a primary or secondary nursery area?
❑Yes ®No
n Is the marina/docking facility proposed within or adjacent to any shellfish harvesting area?
❑Yes ®No
o Is the marina/docking facility proposed within or adjacent to coastal wetlands /marsh (CW), submerged aquatic vegetation (SAV), shell bottom
(SB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected
❑CW ❑SAV ❑SB
OWL ®None
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
3. BOATHOUSE (including covered lifts) ® This section not applicable
a (i) Is the boathouse structure(s)
❑Commercial ❑Public/Government ❑Private /Community
(u) Number
(m) Length
(iv) Width
Note Roofed areas are calculated from dnpline dimensions
4. GROIN (e g, wood, sheetp►le, etc. If a rock groin, use MP- 12,, Ezcavabon and Fill) ® This section not applicable
a (i) Number
(u) Length
(w) Width
5. BREAKWATER (e g., wood, sheetpde, etc) ® This section not applicable
a Length b Average distance from NHW, NWL, or wetlands
c Maximum distance beyond NHW, NWL or wetlands
6. MOORING PILINGS and BUOYS ®This section not applicable
a Is the structure(s)
❑Commercial ❑Public /Government ❑Private /Community
c Distance to be placed beyond shoreline
Note This should be measured from marsh edge, if present
e Arc of the swing
7. GENERAL
b Number
d Description of buoy (color, inscription, size, anchor, etc )
RECEIVED
DCM WILMINGTON, NC
IFFi 2 6 X014
252- 808 -2808 :: 1- 888- 4RC®AST -- www.nccoastaimanagement.net revised. 92/27/06
Form DCM MP-4 (Structures, P29e 4 of 4)
a Proximity of structure(s) to adjacent riparian property lines
31 08'
Note For buoy or mooring piling, use arc of swing including length
of vessel
c Width of water body
766 1'
e (i) Will navigational aids be required as a result of the project'?
❑Yes ®No ❑NA
(u) If yes, explain what type and how they will be implemented
b Proximity of structure(s) to adjacent docking facilities
98 18'
d Water depth at waterward end of structure at NLW or NWL
Between -3'& -4' NLW
8. OTHER [:1 This section not applicable
a Give complete description
February 26, 2014 -
Date
Palm Cove,
Project Name
Palm Cove POA, Inc
Applicant Name "
Bert Exum
Applicant Signature
�fi
RECEIVED
DCM WILMINGTON, NC
252- 808 -2808 :: 1- 888- 4RCOAST :• www.nccoastalmanagement.net revised: 12/27/06
Form DCM MP -3
UPLAND DEVELOPMENT
(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
GENERAL UPLAND DEVELOPMENT
a Type and number of buildings, facilities, units or structures
proposed
10' x 190' Wooden access walkway from the roadway to a
15'x 15' gazebo that leads to the dock and pier system
c Density (give the number of residential units and the units per
acre)
N/A
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 ®NA
(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
0%
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
15 8% per NCDENR Stormwater permit #SW8 051025
I Describe proposed method of sewage disposal
Onsite Septic
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)
Surface runoff - Incidental runoff from proposed residential
type Improvements
b Number of lots or parcels
N/A - existing parcels on record
d Size of area to be graded, filled, or disturbed including roads,
ditches, etc
3800 SF
f List the materials (such as marl, paver stone, asphalt, or concrete)
to be used for impervious surfaces
Cedar Shakes on Gazebo roof
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 ❑NA
(ii) If yes, list the date submitted _2005 see attached
Stormwater Permit SW8 051025
k Have the facilities described in Item (i) received state or local
approval?
®Yes ❑No ❑NA
If yes, attach appropriate documentation
m Does the proposed project include an innovative stormwater
design?
❑Yes ®No ❑NA
If yes, attach appropriate documentation
DCM WILM N�GTOR NC
t i f JA
252- 808 -28082 : 1- 888- 4RCOAST .: www.nccoastaiman2- gement.net revised: 12/26/06
Form 0CM MP -3 !=p : ;7n Deve0opment, Page 2 of r
m Describe proposed drinking water supply source (e g , well,
community, public system, etc)
Lots will be served by municipal water
o When was the lot(s) platted and recorded?
November, 2004
January 23, 2014
Date
Palm Cove
Project Name
Palm Cove -POA, Inc
Applicant Name,
Applicant Signature
n (i) Will water be impounded? ❑Yes ®No ❑NA
(u) If yes, how many acres?
p If proposed development is a subdivision, will additional utilities be
installed for this upland development?
❑Yes ❑No ®NA
RECEIVER
CGM WILMINGTON, NC
252- 808 -2808 :: 1- 888 -4F COAST :: www.nccoastaimanagement.net revised: 12/26/06
PPANV W 4 - SLIP
CAXI MIJNITY OAATQia Fi CALMY
GM MAP
�Lww BEACH HORTI'i
6111, .,, �I. �� 11,
�L I'i�'.
;lii
N
NAD
ENGINEERING
151 Poole Rd,Suite 100, BeMile, NC, 28451
TEL (910) 383 -1044, FAX (910) 383 -1045
-- pefearengineenng cam
NC LICENSE # C -1821
C GRID
83 (2007)
Dote
Sheol No
Scale
LUN 4
WN
Cn.awa
Protect No.
oL±_
y ^�
'ry
b7
a-n
.�• �Y J '� ae �y',i «y b�'L„t,�tt Kl � .I �'� .� �'��� k,a{�F it �'
%xw>>r >rwY�
Pfi0IaOm 4 — SLIP
COMA M17Y OAAATING FACILITY
VICINITY MAP
3UNWr WACH NOM C/ROUNA J
�
II
+�r
N C GRID
NAD 83 (2007)
1000' 0 1000' 2000'
SCALE. 1"=1000'
CAPE FEAR
ENGINEERING
151 Poole Rd,Sulie 100, Belv(lle, NC, 28451
TEL (910) 383 -1044, FAX (910) 383 -1045
www capefearengineedng cam
NC LICENSE #C -1621
Data
01/13/14
Sheet No
Seale
Drawn
LMN
re.owd
Roject No
875—OJ
DL 4
"FOR ILLUSTRATIVE PURPOSES ONLY"
AGREE TO PROVIDE THE
EASEMENT AS SHOWN ACROSS LOT 3 FOR
ACCESS FOR THE COMMUNITY AREA FOR ACCESS TO
THE BOATING FACILITY EXHIBIT MAP FOR
PALM COVE
BRUNSWICK LAND HOLDINGS, LLC DATE
\ MC \ 57 29� \o
\ O s F
41 tis\ R2�
39A \40
O \ flR, 9oF
\ \ RECEI
DCM WILMINGTOI
?014
THIS MAP IS NOT A CERTIFIED SURVEY AND HAS
NOT BEEN REVIEWED BY A LOCAL GOVERNMENT
AGENCY FOR COMPLIANCE WITH ANY APPLICABLE
LAND DEVELOPMENT REGULATIONS
0 100 200 300
SCALE 1" = 100'
JINK'S CREEK
�I
CAPE FEAR
ENGINEERING
151 Poole Rd,Suite 100, Belvdle, NC, 28451
TEL (910) 383 -1044, FAX (910) 383 -1045
www capefearengineenng com
NC LICENSE # C -1621
P \675 \675 -03 \DWG \2013 -12 -30 CAMA MAJOR WITH MARINA \675 -03 CAMA MAJOR WITH 9 -SLIP BOATING FACILITY - EASEMENT - EXHIBIT DWG
CE111
MARSH LINE BY AERIAL
\ Q APPROXIMATE
INSET A ' \ \ — r �N WATERBODY
OVERALL MARSH VIEW --
SCALE 1' =200
7 — �
o.
I I APPROXIMATE LIMITS OF
NAVIGABLE WATERBODY
CHANNEL BASED ON MLW
1/x\1 (MLW - O EL.EVATIOND
L \ \
\ \ \ , 0 - _
SEE NOTE a2
FOR CONTOUR f,FO
ORA' /0 RIpAR7\ y'r \ \ _ ',2_ _ — _ APPROXMATE LMITS OF NAVIGABLE
SFIpN Q _ — — — \ (MLW - ODY C TIOND BASED ON MLW
APPROXMATE V4 V ~O/(\ � N l \ `'3' � � _ � �� � _ _ (MLW - O ELEVATION
NAVIGABLE WATERBODY \ ` -
CHANNEL Wm'1H / \ _ _ \ _ � � � � _
EXISTING DOCK > \ \� \ ✓INK'SCREEK L_� _- - - - -2— ---- , - - - --
I
42 f 41q
EXISTING
EAST MAIN ST EXTENSION
\Q \\ \ \ \ \ k '5 s
_ %=D E
RIPARIAN CORROQR/ \ \ _ I_ m NAVIGOABI�\I(JA CF�MB
STYPJ / BASED ON MLW
N
1 19 Ac 1 15 AC =3� _ _ = RECEIVED
\ \ \ <9yp \EASEMENT �\ \ °ES N/F 111 AC _ — — _ _ _ _ — � DCM WILMINGTON,
BRUNSWICK LAND
THUNDER ROAD,
�\
LLC
DB 21 1 PG 610
\ \ 39A \ Q.O \ 40q \ 4 j PB 36, PG 435
\ \ \ \ \ PROPOSE) —
\ DOCK/PLATFORIv1 AND — J �` ✓ ti /
� PE32 °.� DETAL
\\
GAZEBO
D
_
\ pp`� \(bl _� � _ _ _ \ APPROXMATE LMRS OF
1 O EPA PCp�55 `� BASED ONDMLIN AMH.
—0- �, ` \ — (MLVV - O ELEVATION
EXISpN
3 \\
0• G \
\ \ ACCESS EAS"
1 38 AC
HOLDINGS, LLC
DB 2142, PG 214 N/F 1 23 AC /-' L — 7H — MH'R rE` B[� 2
36, PG 435 LONG LEAF ^ 1 35 AC t ? 'J /ya 9 t}
PINE, LLC 1 42 AC SUNSET ISLE
OES DB 2142, PG 216 APPROXIMATE LJMITS OF MHW
PB 36,
HOME
PG 435 S, LLC
N/F PER 01 -22-14 SURVEY
DES PB 36, 1, PG 4357 BOBBY W HARRELSON N/F
DB 2216, PG 802 EXUM FAMILY, LLC
PB 36, PG 435 DB 2142, PG 218 FLSV / TOP OF BANK. GIER
DES PB 36, PG 435 OF22 -14 SLRVEY)
GES
N/F WILLIAM50N ODELL 4
SUNSET ISLE _ -1 BULLINGTON LADAN
HOMES, LLC 60 OES (OCEAN TRUSTEES OB 3149, N C GRID
08 2614, PG 437 ERODABLE SETBACIO PG 363 PB 69, PG 22 NAD 83 (2007)
PB 36, PG 435 —
O
5 O 1 0 SCALE 1'= 100'
O
\ 0 50 100 150
New-
® - --
6 y�
A., C EAN
` ICINI MAP NOT TO SCALE
BOUNDARY LINE
ADJOINER LINE
--- - - - - -- MAJOR CONTOUR
--- - - - - -- MINOR CONTOUR
ACCESS EASEMENT
PROPOSED DOCK & PIER
UTILITY EASEMENT
MHW— MEAN HIGH WATER
CENTERUNE WATERBODY
RIPARIAN CORRIDOR
RSV FLSV
OE5 OCEAN ERODABLE SETBACK
NOTES
1 TOTAL UNEAR FEET OF SHORELINE ALONG LOTS 2 &3 =
237 (AS MEASURED ALONG SURVEYED BOUNDARY)
ALLOWABLE SQUARE FOOTAGE OF DOCK PER CAMA
237x27= 6399 SO FT TOTAL COMMUNITY BOATING
FACILITY DOCKAGE FOOTAGE WOULD BE 2592 SO FT
2 WATER DEPTH CONTOURS ARE RELATIVE TO MLW BASED
ON SURVEY BY CAPE FEAR ENGINEERING IN OCTOBER
2013
3 MEAN HIGH WATER IS DEFINED AS 495 FEET ABOVE
MLW PROPERTY BOUNDARY IS AT APPROXIMATE MHW
LINE
4 MLW ELEVATION 0 OD FEET = NAVD88 ELEVATION OF
-185 FEET
5 CONTROL TIDE STATION SUNSET BEACH PIER STATION ID
8659897
6 ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES
7 PROPERTY UNE INFORMATION SHOWN IS FROM MAP
RECORDED PB 36 PG 435 NO PROPERTY SURVEY OR
EASEMENT SURVEY AT THIS TIME
8 FLSV AS SHOWN IS EXISTING TOP OF BANK
IEV DESCRIPTION REV BY
PRELIMINARY
ISSUED FOR REVIEW
NOT FOR CONSTRUCTION
THIS IS NOT AN ENGINEERED DRAWING
FOR ENVIRONMENTAL PERMITTING ONLY
'CAPE FEAR'
ENGINEERING
151 Poole Rd,Sutte 100, BeMlle, NC, 28451
TEL (910) 383 -1044, FAX (910) 383 -1045
— capetea- rIglneenng Com
N C LICENSE # C -1621
DRAWN
1 29 AO
PROJECT
NUMBER
675 -03
DESIGN N/A
1 22 AC _
BRUNSWICK LAND
N/F
AS SHOWN
HOLDINGS, LLC
2142, PG 244
BRUNSWICK LAN
HOLDINGS, LLC
LONG LEAF
PB 36, PG 435
DB 2142, PG 214
PB 36, PG 435
PINE, LLC
DB 2142, PG 216
O
O
PB 36, PG 435
O
HOLDINGS, LLC
DB 2142, PG 214 N/F 1 23 AC /-' L — 7H — MH'R rE` B[� 2
36, PG 435 LONG LEAF ^ 1 35 AC t ? 'J /ya 9 t}
PINE, LLC 1 42 AC SUNSET ISLE
OES DB 2142, PG 216 APPROXIMATE LJMITS OF MHW
PB 36,
HOME
PG 435 S, LLC
N/F PER 01 -22-14 SURVEY
DES PB 36, 1, PG 4357 BOBBY W HARRELSON N/F
DB 2216, PG 802 EXUM FAMILY, LLC
PB 36, PG 435 DB 2142, PG 218 FLSV / TOP OF BANK. GIER
DES PB 36, PG 435 OF22 -14 SLRVEY)
GES
N/F WILLIAM50N ODELL 4
SUNSET ISLE _ -1 BULLINGTON LADAN
HOMES, LLC 60 OES (OCEAN TRUSTEES OB 3149, N C GRID
08 2614, PG 437 ERODABLE SETBACIO PG 363 PB 69, PG 22 NAD 83 (2007)
PB 36, PG 435 —
O
5 O 1 0 SCALE 1'= 100'
O
\ 0 50 100 150
New-
® - --
6 y�
A., C EAN
` ICINI MAP NOT TO SCALE
BOUNDARY LINE
ADJOINER LINE
--- - - - - -- MAJOR CONTOUR
--- - - - - -- MINOR CONTOUR
ACCESS EASEMENT
PROPOSED DOCK & PIER
UTILITY EASEMENT
MHW— MEAN HIGH WATER
CENTERUNE WATERBODY
RIPARIAN CORRIDOR
RSV FLSV
OE5 OCEAN ERODABLE SETBACK
NOTES
1 TOTAL UNEAR FEET OF SHORELINE ALONG LOTS 2 &3 =
237 (AS MEASURED ALONG SURVEYED BOUNDARY)
ALLOWABLE SQUARE FOOTAGE OF DOCK PER CAMA
237x27= 6399 SO FT TOTAL COMMUNITY BOATING
FACILITY DOCKAGE FOOTAGE WOULD BE 2592 SO FT
2 WATER DEPTH CONTOURS ARE RELATIVE TO MLW BASED
ON SURVEY BY CAPE FEAR ENGINEERING IN OCTOBER
2013
3 MEAN HIGH WATER IS DEFINED AS 495 FEET ABOVE
MLW PROPERTY BOUNDARY IS AT APPROXIMATE MHW
LINE
4 MLW ELEVATION 0 OD FEET = NAVD88 ELEVATION OF
-185 FEET
5 CONTROL TIDE STATION SUNSET BEACH PIER STATION ID
8659897
6 ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES
7 PROPERTY UNE INFORMATION SHOWN IS FROM MAP
RECORDED PB 36 PG 435 NO PROPERTY SURVEY OR
EASEMENT SURVEY AT THIS TIME
8 FLSV AS SHOWN IS EXISTING TOP OF BANK
IEV DESCRIPTION REV BY
PRELIMINARY
ISSUED FOR REVIEW
NOT FOR CONSTRUCTION
THIS IS NOT AN ENGINEERED DRAWING
FOR ENVIRONMENTAL PERMITTING ONLY
'CAPE FEAR'
ENGINEERING
151 Poole Rd,Sutte 100, BeMlle, NC, 28451
TEL (910) 383 -1044, FAX (910) 383 -1045
— capetea- rIglneenng Com
N C LICENSE # C -1621
DRAWN
M TACKETf
PROJECT
NUMBER
675 -03
DESIGN N/A
CHECK
HSTOCKS
SCALE
AS SHOWN
APPROVED
M TACKETT
DATE
20 FEB 2014
PROPOSW
9 - SLIP
COMMUNITY BOATING
FACILITY
PALM COVE SUBDIVISION
LOTS 2 & 3
SlNSLTT BEACH NORTH CAROLINA,
F PAGECT NUYBFA T NUMBER
675 -03 I 1 OF 2
\ 1:
\ � n
APPROXIMATE CENTERLINE
OF NAVIGABLE WATERBODY
JINMS CREEK CHANNEL BASED ON MLW
i
i
i \
\ —
-4 —
— — — — — — 5
(
FLOATING FINGER PIER APPROXIMATE 1/4 NAVIGABLE
WATERBODY CHANNEL WIDTH
1)p
0 3
0
\
\ \ \\ 9 \
APPROXIMATE LIMITS OF \ \
NAVIGABLE WATERBODY CHANNEL
BASED ON MLW
(MLW = 0 ELEVATION) \ \ \
_
�3 \ \ 6' FLOATING DOCK SPINE \ 11 +50
\ \ \ \ 20•x2O' GAZEBO \
I
I ,
M TACKETT
- --
GAZEBO
CHECK
- - - - - - -- -- - - - -
-- -
- - -- -
--
TOP OF FIXED PIER ,
- --
-- --
= 8 3 MLW
- --
- -- -
- - -
/RAIMP-
I
r
I MHW- -�-- i�MHW' --�' —MHW -M
i MH
NN HW MHW — - -MHgF� �"`-MH
ALUMINUM
I
24•
6• /
-1 AM
- -- - - - -- -- - - -- - -- - - - - - - -
OAT
P
- -- - -- - - - - -- -- --
- - - - -- --- - - =- -- - - - - -- - - -
-
FLOATING
SPINE-
/
- - - - -- - -- - - - -- - --
- - --
-- - - - - -- - - -- -
- - - - - -- - - - - -- - -- -- - -- - - -- - - -
i
PILINGS, TYPICAL
- - - - - = - - -- ------------------
___------------- - - - - -- - - - - --
APPROXIMATE 1/4 NAVIGABLE
--
---- - - - - -- -
-
WATERBODY CHANNEL WIDTH
/
-- -
'
f\
/
I
---
APPROXIMATE CENTERLINE OF
'
NAVIGABLE WATERBODY CHANNEL
- - WIDTH_OF_ ANKS _CREEK - -- -- - - - -- - - --
- -
- -- -- - --
- - - - -- - -- - -- - -
i
;EXISTING GRADE
I
I
\ \ \ �6 ELEVATED \ \
\ \ 1 \ \ H \WOODEN WALKWAY \ \
o \
,APPROXIMATE LIMITS OF MHW
PER 07 -22 -14 SURVEY
\ \ \ 10' ELEVATED WOODEN
WALKWAY
L \
1 \
9!
.l
\
\
DOCK AND PIER DETAIL
1 " =40
\ OL°S
12 +00 12 +50 13 +00 13 +50
SECTION i1
1" = 40 (HORIZ) n
1" 4 (VERT )
14
10 - - - -- - --- - --- -- - - - -- - --
IR
0
EXISTING GRADE
i
,
,
- -- --- --- - ---- -- -- - --
i
BOAT LIFT PILINGS,
-- -- -- -- -- - - ' - -- -- -�- - -- - - - --TYPICAL --- —
FINGER PIER, TYPICAL
4 O O OI O O
6 45 24 TYP
I
- --
M TACKETT
- --
--
CHECK
- -- -
- - - --
- -
---
- --
-- --
- -
- - -- -
10 +00 10+50 11+00 11+50
SECTION %1
1" m 40 (HORIZ )
1 4 (VERT )
12 +00
AHW = 495 1
ALW = 0
14+00 14 +50 15+00
MHW = 4 95' BOAT LIFT DESIGN MAY VARY BY LOT OWNER
TYPICAL BOAT LIFT DETAIL ,
NOT TO SCALE
MLW = 0 ELEV
RECEIVED
DCM WILMINGTON,
FEES 9, G `01A
SCALE 1 = 40
0 40 80 120
REV DESCRIPTION REV BY
DATE
REVISIONS
PRELIMINARY
ISSUED FOR REVIEW
NOT FOR CONSTRUCTION
THIS IS NOT AN ENGINEERED DRAWING
FOR ENVIRONMENTAL PERMITTING ONLY
ENGINEERING
151 Poole Rd ,Suite 100, Behnlle, NC, 28451
TEL (910) 383 -1044, FAX (910) 383 -1045
www copefearenglneenng com
NC LICENSE # C -1621
DRAWN
M TACKETT
PROJECT
675 -03
NUMBER
DESIGN N/A
CHECK
H STOCKS
SCALE AS SHOWN
APPROVED
M TACKETT
I DATE 20 FEB 2014
PROPOSED
9 - SLIP
COMMUNITY BOATING
FACILITY
PALM COVE SUBDIVISION
SECTIONS & DETAILS
SLNSETBEACH NORTH CAROLNA
PPQECT NUNBQI 91FET NUNBpi
675 -03 20F:2)