20180124 Ver 1_CAMA Application_20180123

Coastal Management
ENVIRONMENTAL QUALITY
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
BRAXTON DAVIS
Director
January 11, 2018 t4F
Q V
TO: Karen Higgins 3 2018
401 & Buffer Permitting Unit
DWRNVater Quality Permitting R PEOURCES
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: Dennis Duke
Project Location: 1330 Final Landing Rd., adjacent to Middle Sound /A/WW in Wilm
Proposed Project: to construct anew 4 -slip private docking facility and perform dredging
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 February 5, 2018. If you have any
questions regarding the proposed project, contact Courtney Spears at [phone] when
appropriate in-depth comments with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
"Additional comments may be attached"
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes
are incorporated. See attached.
This agency objects to the project for reasons described in the attached
comments.
SIGNED DATED
State of North Carolina I Environmental Quality I Coastal Management
127 Cardinal Drive Ext., Wilmington, NC 28405
910-796-7215

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Dennis Duke
2. LOCATION OF PROJECT SITE: Site is located at 1330 Final Landing Road, adjacent to Middle Sound and
AIWW Wilmington, New Hanover County.
Photo Index — 2006: 22-7429 G12-14 Lat: 34°16'36.74"N Long: 7704542.36"W
3. INVESTIGATION TYPE: CAMA/D&F
4. INVESTIGATIVE PROCEDURE: Date of Site Visit — 4/20/17 & 4/28/17
Was Applicant Present — Yes (agent)
5. PROCESSING PROCEDURE: Application Received —1/10/18
Office — Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan— Wilmington - New Hanover County
Land Classification From LUP — Residential, Conservation
(B) AEC(s) Involved: PT, EW
(C) Water Dependent: Yes
(D) Intended Use: Private
(E) Wastewater Treatment: Existing- Septic
Planned- N/A
(F) Type of Structures: Existing- Single-family residence
Planned- new 4 -slip private docking facility and dredging
(G) Estimated Annual Rate of Erosion: N/A
7
n
HABITAT DESCRIPTION:
[AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands (Coastal)
120 ft2
(shaded)
(B) Non -Vegetated Wetlands (Open
Water)
12,600 ft2
643 ft2
(incorporated)
(C) Other - Highground disturbance
4,200 ft2
(D) Total Area Disturbed: 17,443 ft2 (0.4 acres)
(E) Primary Nursery Area: No
(F) Water Classification: SA-ORW Open: Yes
PROJECT SUMMARY: The applicant proposes to construct a new 4 -slip private docking facility and perform
dredging.

Dennis Duke
Page 2
9. PROJECT DESCRIPTION
The applicant's property is located at 1330 Final Landing Road, adjacent to Middle Sound and the Atlantic
Intracoastal Waterway (AIWW) in Wilmington, New Hanover County. To locate the property from the
Wilmington Regional Office, travel north on Market St. / US -17 Bus N for approximately 8 miles. Turn right onto
Porters Neck Rd. and continue straight through the first roundabout. Take a right onto Edgewater Club Rd. and
travel for approximately 1.3 miles. Turn left on to Final Landing Rd. and travel 0.2 miles and take a right to stay
on Final Landing Road. The project site will be located at the terminus of Final Landing Road.
The project site is a 1.36 -acre residential lot with approximately 306' of shoreline frontage along the AIWW
and Middle Sound. The elevation of the high ground area of the lot averages approximately 7.5' above normal
water level (NWL). High ground vegetation consists primarily of lawn grasses, woody shrubs, and landscape
vegetation. The upland area is currently developed with a single-family home. The shoreline of the property
has not been stabilized and slopes gently to a fringe of Coastal Wetlands along the eastern shoreline. There is
a spit of highground that extends into Middle Sound approximately 100' from the rest of the shoreline and the
Coastal Wetlands fringe the spit and eastern shoreline extending approximately 20' from high ground. There is
a stream that runs along the southern portion of the property and enters Middle Sound south of the high
ground spit. The Coastal Wetlands consist primarily of Smooth Cord Grass (Spartina alterniflora) and transition
to fresh water wetland species along the stream consisting primarily of Broadleaf Cattail (Typha latifolia).
Normal High Water (N HW) is approximately 10' waterward of the wetlands. The application states that
existing water depths in the area of the proposed docking facility range from -2' to -4.5' at NLW. Through a
search of publicly available aerial imagery it appears that the area north of the spit has been dredged as a boat
basin as early as 1966, however, it appears the historical dredging did not extend out to the AIWW. No permit
history was located for the dredging. Both of the adjacent properties to the north and south are developed
with single-family residences, and neither have docking facilities. No known archaeological sites are within the
project vicinity.
The City of Wilmington/ New Hanover County Land Use Plan classifies the adjacent waters as Conservation,
and the adjacent high ground portion of the project area as Watershed Resource Protection Area. The waters
of the AIWW are classified SA; ORW 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 OPEN to the harvest of shellfish.
PROPOSED PROJECT
The applicant proposes to construct a new 4 -slip private docking facility and perform dredging. An elevated 6'
by 25' walkway on the high ground of the spit area extending eastward would connect to an accessway that
would extend in a northerly direction from the high ground spit and consist of a fixed pier measuring 6' by 25'
and at the terminus would be a 13' by 13' gazebo in a "T -head" configuration. Extending from the eastern
edge of the gazebo would be a ramp leading to a floating dock in a "U-shaped" configuration. The main spine
would extend in an east -west direction and measure 4' by 33'. From each end of the main spine, extending in
a northerly direction would be two finger piers each measuring 4' by 24'. There would be 6 tie pilings
associated with the boat slips; two (2) would be located in the center of the "U" and two (2) would be located
on the outboard of each of the fixed finger piers. The configuration would provide docking space for up to four
(4) vessels at this location within water depths ranging from approximately -2' at NLW to approximately -4.5'
at NLW. The docking facility would extend approximately 110' into a waterbody which measures
approximately 1060' across and would meet the % width distance and would not encroach into either adjacent
15' riparian corridor setback area (see sheets 1 and 4 of 5).

Dennis Duke
Page 3
The applicant also proposes to dredge a channel from the existing historic boat basin area, out to the AIWW.
The boat basin dredge area would range from 20' to 36' in width and 110' in length. The access channel would
be 448' in length by 20' in width. The average existing depth is -2.5' at NLW and the proposed depth would be
-4.0' at NLW (see sheet 3 of 5). Approximately 700 cubic yards of material would be removed via mechanical
dredging (bucket to barge) and a spoil disposal site would be identified when a dredging contractor is hired.
According to the application, the existing connecting water depths are -4.0' at NLW. The application does not
identify any shellfish or SAV resource within the dredge footprint area, however, SAV has been identified in
areas near the project site.
The applicant has subdivided the upland area into 2 residential lots. The waterfront lot has an existing single
family home. The landlocked lot has no upland development proposed at this time.
10. ANTICIPATED IMPACTS
The docking facility structures would incorporate approximately 693 ft2 of Estuarine Waters and Public Trust
Area, and would shade approximately 120 ft2 of Coastal Wetlands. The proposed docking facility structures
would extend approximately 110' into a waterbody which measures approximately 1,060' across and would
conform to the % width distance rule and the federal channel setback. The proposed docking facility would
accommodate up to four (4) vessels in water depths of approximately -4.0' at NLW after dredging. Based on the
application, the proposed docking facility would not encroach into either adjacent 15' riparian corridor setback
area. Minor increases in turbidity should be expected during construction.
The proposed dredging would disturb approximately 12,600 ft2 of soft bottom habitat, and remove
approximately 700 cubic yards of material. At the southwest corner of the boat basin the dredge footprint is
proposed 10' away from Coastal Wetlands. No direct Coastal Wetlands impacts are proposed. Increases in
turbidity during excavation should be expected. Approximately 4,200 ft2 of high ground area would be
disturbed to accommodate the dredge spoil when an area is identified.
Submitted by: Courtney Spears Date: January 10, 2018 Office: Wilmington

Final Landing Project Narrative
The property is approximately 1.36 acres in size with a dwelling unit and a small guest house,
served by a natural sand driveway. There are currently no water dependent structures on the
property. The property is adjacent to the Atlantic Intracoastal Waterway (AIWW). This area of
the AIWW is locally know as Topsail / Middle Sound and the water classification for this area is
SA, ORW.
The property is serviced by private well and septic tank
A 4 slip docking facility is proposed for the current basin area that has historically been
accessed from the AIWW. The basin has sufficient water depths (ranging from 2' — 4' @ NLW)
for the docking facility. The traditional access channel to the basin is silted in. Historical
photographs clearly show the channel leading to the AIWW. The applicant is proposing to
dredge the basin and access to a final depth of -4' @ NLW. The dredge work would be done by
bucket to barge and the spoil material will be hauled to an upland site TBD by the dredging
contractor.
While there are no permits on record for the proposed dredging there is strong evidence that
this is a traditional navigation channel and dredging has previously occurred. Applicant has
included aerial photographs from google earth images dating back to 1993 and an old aerial
photographs (dates unknown) with clear evidence of dredging.
The water depths also show that the channel is silted in at the mouth to the AIWW. Dredging
would likely also allow better flushing of the system.

DCM MP -1
APPLICATION 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)
Final Landing Rd
Applicant 1: First Name
Dennis
MI
Last Name
Duke
Applicant 2: First Name
MI
Last Name
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
225 S Main St
PO Box
City
Fuquay-Varina
State
NC
ZIP
27526
Country
USA
Phone No.
919 - 418 - 3853 ext.
FAX No.
-
Street Address (if different from above)
City
State
ZIP
Email
[e-mail]
2. Agent/Contractor Information
Business Name
Agent/ Contractor 1: First Name
Jon
MI
W
Last Name
Giles
Agent/ Contractor 2: First Name
MI
Last Name
Mailing Address
19 Creekstone Lane
PO Box
City
Castle Hayne
State
NC
ZIP
28429
Phone No. 1
910 - 620 —
1560 ext.
Phone No. 2
- ext.
FAX No.
Contractor #
Street Address (if different from above)
City
State
ZIP
Email
[e-mail]
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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. #
New Hanover
1330 Final Landing Rd
PVT
Subdivision Name
City
State
Zip
e. Vegetation on tract
Wilmington
NC
28411 -
Phone No.
Lot No.(s) (if many, attach additional page with list)
919 - 418 - 3853 ext.
I I I ,
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
White Oak
Topsail / Middle Sound
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.
New Hanover County
4. Site Description
a. Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft.)
306 If along NHW line
59,241 sqft
c. Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high water) or
NWL (normal water level)
(If many lot sizes, please attach additional page with a list)
0-15' ❑NHW or ®NWL
e. Vegetation on tract
Wooded, ornimental plants, lawn grasses, coastal wetland species and various shrubs and ivyes.
f. Man-made features and uses now on tract
2 dwelling units, gravel driveway, shed and well/pump house
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?
R-20
(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?
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. Form PCM 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.
septic tank
o. Describe existing drinking water supply source.
well water
p. Describe existing storm water management or treatment systems.
sheet flow
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.
There will be a 4 -slip docking facility and maintenance dredging of channel to access the AIWW for the recreational use.
Daily operations will be consistent with normal household activities
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 will be used during the construction of the docking facility and the dredge work will be
performed by bucket to barge and the spoil material will be hauled to an approved disposal site (TBD by the contractor that
will perform the dregding)
d. List all development activities you propose.
4 -slip docking facility, and maintenance excavation of existing channel that is currently silted in at the entrance
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? —13,000 (12,600 dredging)
®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.
sheetflow from from existing lot.
L Will wastewater or stormwater be discharged into a wetland? ❑Yes ®No [INA
If yes, will this discharged water be of the same salinity as the receiving water? ❑Yes ❑No ®NA
j. Is there any mitigation proposed? ❑Yes ❑No ®NA
If yes, attach a mitigation proposal.
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Form DCM MP -1 (Page 4 of 4)
APPLICATION for
Major Development Permit
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 major development application. Please consult the application
instruction booklet on how to properly prepare the required items below.
a. A project narrative.
b. An accurate, dated work plat (including plan view and cross-sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed.
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties.
e. The appropriate application fee. Check or money order made payable to 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 Credit Shelter trust Phone No. none provided
Address 1465 Final Landing Lane Wilmington NC 28405
Name Micheal & Jean Piner Phone No. none provided
Address 1324 Final Landing Lane, Wilmington NC 28405
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.
n/a
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. 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 knowlgdge.
Date `�, �� Print Name
Signature
Please indicate application attachments pertaining to your proposed project.
®DCM MP -2 Excavation and Fill Information ❑DCM MP -5 Bridges and Culverts
❑DCM MP -3 Upland Development
®DCM MP -4 Structures Information_
252.808.2808 4. I.883-4RCOAST .. agem3nt.net

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 b. Number of lots or parcels.
proposed. ( ��
M 061ra -
c. Density (give the number of residential units and the units per
acre).
I UTA;+ - 1.3b Aal&
e. If the proposed project will disturb more than one acre of land, the
Division of Land Resources must receive an erosion and
sedimentation control plan at least 30 days before land -disturbing
activity begins.
(i) If applicable, has a sedimentation and erosion control plan been
submitted to the Division of Land Resources?
❑Yes ❑No XNA
(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 parting. `
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.
j. Describe proposed method of sewage disposal.
M p ek h oL5
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).
d. Size of area to be graded, filled, or disturbed including roads,
ditches, etc.
Nom.
f. List the materials (such as marl, paver stone, asphalt, or concrete)
to be used for impervious surfaces.
1A:
h. Projects that require a CAMA Major Development Permit may also
require a Stonnwater Certification.
(i) Has a site development plan been submitted to the Division of
Water Quality for review?
❑Yes []NO WA
'11
(ii) If yes, list the date submitted:
k. Have the facilities described in Item (i) received state or local
approval?
Oyes []No §kNA
If yes, attach appropriate documentation.
m. Does the proposed project include an innovative stormwater
design?
Oyes ❑No *A ? � C7-1, V E C
If yes, attach appropriate documentation.
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m. Describe proposed drinking water supply source (e.g., well,
community, public system, etc.)
well
n. (i) Will water be impounded? []Yes ®No QNA
(ii) If yes, how many acres?
o. When was the lot() platted latted and recorded? p. If proposed development is a subdivision, will additional utilities be
installed for this upland development?
1-3/ b A C,94 le WAS'p A G 1 �% CI -fes ❑No VNA
Oate
Final Landing
Project Name
.1�
Appkgant Name
- - - Z�!Y
AA p ant Signature
-� 092
•�.
.."Dry

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. EXCA VA TION
a. Amount of material to be excavated from below NHW or NWL in
cubic yards.
-700 cubic yards
C. (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 OSB
OWL ❑None
(ii) Describe the purpose of the excavation in these areas:
❑This section not applicable
b. Type of material to be excavated.
sand and shell.
d. High -ground excavation in cubic yards.
none
2. DISPOSAL OF EXCAVATED MATERIAL ❑This section not applicable
a. Location of disposal area. b. Dimensions of disposal area.
approved off-site location to be determined by dredging TBD
contractor
C. (i) Do you claim title to disposal area? d. (i) Will a disposal area be available for future maintenance?
❑Yes ❑No ®NA ❑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
OWL ❑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?
RECEIVED
DCM W!LMINGTON, NC
Access
Other
Channel
(NLW or
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
Breakwater
(excluding
shoreline
NWL)
stabilization)
Length
448'
110'
Width
20'
36' narrows
to 20'
Avg. Existing
- 2.5' @ NLW
NA
NA
Depth
Final project
_ 4.&' @ NLW
NA
NA
Depth
1. EXCA VA TION
a. Amount of material to be excavated from below NHW or NWL in
cubic yards.
-700 cubic yards
C. (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 OSB
OWL ❑None
(ii) Describe the purpose of the excavation in these areas:
❑This section not applicable
b. Type of material to be excavated.
sand and shell.
d. High -ground excavation in cubic yards.
none
2. DISPOSAL OF EXCAVATED MATERIAL ❑This section not applicable
a. Location of disposal area. b. Dimensions of disposal area.
approved off-site location to be determined by dredging TBD
contractor
C. (i) Do you claim title to disposal area? d. (i) Will a disposal area be available for future maintenance?
❑Yes ❑No ®NA ❑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
OWL ❑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?
RECEIVED
DCM W!LMINGTON, NC

3. SHORELINE STABILIZATION ®This section not applicable
(!f development is a wood groin, use MP -4 — Structures)
i. Type of shoreline stabilization: h I anr,th-
❑Bulkhead ❑Riprap ❑Breakwater/Sill ❑Other:
Width:
c. Average distance waterward of NHW or NWL: d. Maximum distance waterward of NHW or NWL:
e. Type of stabilization material:
g. Number of square feet of fill to be placed below water level.
Bulkhead backfill Riprap
Breakwater/Sill Other
I. Source of fill material.
f. (i) Has there been shoreline erosion during preceding 12
months?
❑Yes [-]No [INA
(ii) If yes, state amount of erosion and source of erosion amount
information.
h. Type of fill material.
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 olaced in coastal wetlands/marsh MW)_
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)?
TBD - likely to be contained by silt fencing or will be an approved bucket to barge
disposal location
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.
r:,l 1-� 1--�
Date
Final Landing
Project Name
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.
Jon W Giles Jr, Agent
Applicant Name
Q6", v✓ _
Appl cant Signature RECEIVED
CCM WILMINGTOi 1, INC

Form DCM MP -4
STRUCTURES
(Construction within Pubiic 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
a. (1) Is the docking facility/marina:
0Commercial _[]Public/Government ®Private/Community
c. (i) Dock(s) and/or pier(s)
(ii) Number 2
(iii) Length 25'(fixed)' 33' (floating)
(iv) Width 6'; 41floating) (respectivley)
(v) Floating ®Yes ONO
e. (i) Are Platforms included? ®Yes ONO
If yes:
(ii) Number 1
(iii) Length 13'
(iv) Width 13'
(v) Floating []Yes ONO
Note: Roofed areas are calculated from dripline dimensions.
g. (i) Number of slips proposed
6
(ii) Number of slips existing
0
i. Check the proposed type of siting:
❑ Land cut and access channel
❑Open water; dredging for basin and/or channel
❑Open water; no dredging required
®Other; please describe:
maintenance dredging is pr000sed
k. Typical boat length: 28'
M. (i) Will the facility have tie pilings?
®Yes ❑No
(ii) If yes number of tie pilings?
6
❑This section not applicable
b. (i) Will the facility be open to the general public?
OYes ONO
d. (i) Are Finger Piers included? ®Yes []No
It yes:
(ii) Number 2
(iii) Length 24'
(iv) Width i
(v) Floating ®Yes ❑No
f. (i) Are Boatlifts included? ❑Yes ®No
If yes:
(ii) Number
(iii) Length
(iv) Width
h. Check all the types of services to be provided.
❑ Full service, including travel lift and/or rail, repair or
maintenance service
❑ Dockage, fuel, and marine supplies
® Dockage ('Wet slips") only, number of slips: 4
❑ Dry storage; number of boats:
❑ Boat ramp(s); number of boat ramps:
[ Other, please describe:
j. Describe the typical boats to be served (e,g., open runabout,
charter boats, sail boats, mixed types).
mixed (recreational) _ i Li
`1 MINGTON, NC
'A 111 a 2018
(i) Will the facility be open to the general public?
❑Yes ONO
r.': ..y 1.8 � 4?' -OAS? ,. ,vwrwf nc 0a ia(rna,�c�r�pm nt,no revis al; 92 17 +3

Form DCM MP -4 (Structures, Page 2 of 4) -
2. DOCKING FACILITY/MARINA OPERATIONS ®This section not applicable
a. Check each of the following sanitary facilities that will be included in the proposed project.
❑ Office Toilets
❑ Toilets for patrons; Number: ; Location:
❑ Showers
❑ Boatholding tank pumpout; Give type and location:
b. Describe treatment type and disposal location for all sanitary wastewater.
c. Describe the disposal of solid waste, fish offal and trash.
d. How will overboard discharge of sewage from boats be controlled?
e. (i) Give the location and number of "No Sewage Discharge" signs proposed.
(ii) Give the location and number of "Pumpout Available" signs proposed.
f. Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products.
g. Where will residue from vessel maintenance be disposed of?
h. Give the number of channel markers and "No Wake" signs proposed.
i. Give the location of fuel -handling facilities, and describe the safety measures planned to protect area water quality.
j. What will be the marina policy on overnight and live -aboard dockage?
k. Describe design measures that promote boat basin flushing?
I. If this project is an expansion of an existing marina, what types of services are currently provided?
m. Is the marina/docking facility proposed within a primary or secondary nursery area?
❑Yes ❑No
252.808-2808 :; 1-888••4RCOAST :: rar;ri.ncco �_Y_a;mara�e:�ient.n2.t revised: 12 27 06

Form DCN1 MP -4 (Structures, Page 3 of 4)
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
(ii) Number
(iii) Length
(iv) Width
Note: Roofed areas are calculated from dripline dimensions.
4. GROIN (e.g., wood, sheetpile, etc. If a rock groin, use MP -2, Excavation and Fill.) ®This section not applicable
a. (i) Number
(ii) Length
(iii) Width
5. BREAKWATER (e.g., wood, sheetpile, 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
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
® This section not applicable
b. Number
d. Description of buoy (color, inscription, size, anchor, etc.)
252-808-2808 :: 9.838-4RCOAST :; w4vwN,np.co�st-ilmanay2_mi?nt..nat revised: 12 27 06

Form DCM MP -4 (Strluctuiz?— Page 4 of 4)
a. Proximity of structure(s) to adjacent riparian property lines b. Proximity of structure(s) to adjacent docking facilities.
23' North and 58' South 250' North and 193' South
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body
1000'+
e. (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.
d. Water depth at waterward end of structure at NLW or NWL
-.4-60) NLW (proposed) varies existina3.5' toa4.5' NLW
8. OTHER This section not applicable
a. Give complete description:
11/zoo
Date
Final Landing
Project Name
licant awoa—
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App (cant Signature
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MINOR DIVISION OF
1330 FINAL LANDING
LANE
2. ALL DISTANCES ARE HORIZONTAL
SEAL =_
DATE
CERTIFICATE OF DISCLOSURE - NEW HANOVER COUNTY FLOOD PLAIN MANAGEMENT
HARNETT TOWNSHIP
I (WE) HEREBY CERTIFY THAT PRIOR TO ENTERING ANY AGREEMENT OR ANY CONVEYANCE WIM A PROSl EC7TVE BUYER, I
(WE) SHALL PREPARE AND SIGN. AND THE BUYER OF THE SUBJECT REAL ESTATE SHALL RECEIVE AND SIGN. A STATEMENT
NEW HANOVER COUNTY
6. MIS PROPERTY IS NOT LOCATED WITHIN 2000' OF AN
ICH AND AA
CCURATELY DISCLOSES THAT ME SUBJECTOR A PORTION OF THE SUBJECT
AOVER ESTATE.
NORTH CAROLINA
7 WATER TO BE BY PRIVATE WELL, SEWER TO BE PRIVATE
IS LOGATEDL MITMIN FLOOD HAZAND AREA AND ME BUS"'S"' ME REONREMENTS OF THE NEW HAN
COUNTY FLOOD PLAIN MANAGEMENT RECULATONS PRIOR TO THE ISSUANCE OF CONSTRUCTION PERMITS.
DATE
OWNER: DENNIS &CAROLYN DUKE
8. NO APPARENT WETLANDS ON SITE
OA TE
225 SOUTH MAIN STREET
SIGNATURE OF OWNER(S)
FUQUAY—VARINA, NC 27526
919 552-8000
SIGNATURE OF OWNER(S)
DATE: NOV. 7, 2016
FINAL LANDING LANE
CERTIFICATE OF DISCLOSURE FOR PRIVATE DEVELOPMENTS
SURVEY REFERENCE: DEED BOOK 6052 PAGE 1621
TAX PARCEL No. R03779-002-015-000
1 (WE) ACKNOWLEDGE THAT NEITHER ME STATE NOR THE COUNTY
SRALL BE RESPONSIBLE FOR MAINTENANCE OF ANY STREETS, PARKS
CERTIFICATE OF OWNERSHIP, DEDICATION, AND JURISOICTION
DRAINAGE, OPEN SPACE OR OTHER AREAS WHICH ARE DESIGNATED
30' R\W
I (WE) HEREBY CERTIFY THAT 1 AM (WE ARE) THE OWNERS OF THE PROPERTY
FOR PRIVATE USE. 1 (WE) ACKNOWLEDGE MAT PRIOR TO CONTRACT -
SHOWN AND DESCRIBED HEREON AND THAT I (WE) HEREBY ADOPT THIS PLAN
INC WITH A PROSPECTIVE BUYER, i S HALL GIVE THE BUYER A WRITTEN
STATEMENT WHICH DISCLOSES THE EXISTENCE AND LOCATION OF
OF SUBDIVISION WITH MY (DDR) FREE CONSENT, ESTABLISH THE MINIMUM
BUILDING LINES, AND DEDICATE ALL STREETS, ALLEYS WALKS PARKS,
SUCHPRIVATE AREAS AND SPECIFIES THE MAINTENANCE RESPON-
CONSERVATION SPACE, AND DIMERS TO PUBLIC OR PRIVATE USE A5 NOTED.
SIBILITICS FOR SAME. WHEN APPLICABLE, THE STATEMENT SHALL
DSCLOSE THAT THE STREETS WILL NOT BE CONSTRUCTED TO
i
ALL ROADS AND DRAINAGE EASEMENTS ARE DEDICATED FOR PUBLIC UTNTY
PURPOSES. FURTHER, 1 (WE) CERTIFY LA
THE ND AS SHOWN HEREON IS
MINIMUM STANDARDS SUFFICIENT TO ALLOW THEIR INCLUSION ON
I
LOCATED MTHIN ME SUBDIVISION JURISDICTION O
THE STATE HIGHWAY SYSTEM FOR MAINTENANCE.
LEGEND
E.I.P. - EXISTING IRON PIPE
El EXISTING IRON
E.C.M. - EXISTING CONCRETE MONUMENT
R\W RIGHT OF WAY
L.P. - COVPU70 PONT
PROPERTY LINE
BUILDING SETBACK
CFN TERUNE
EASEMENT
COMPUTED PROPERTY LINE
CERTIFICATE OF ACCURACY AND MAPPING
I, JONATHAN L WAYNE, CERTIFY THAT THIS PLAT WAS DRAM UNDER MY SUPERVISION
FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION (DEED DESCRIPTION RECORDED
AS
T
NOTED HEREON); THAT THE BOUNDARIES NOT SURVEYED ARE CLEARLY INDICATED
AS DRANK FROM INFORMATON FOUND AS NOTED HEREON; THAT THE RATIO OF PRECISION
AS CALCULATED IS 1: 20,000+; THAT THIS PUT WAS PREPARED IN ACCORDANCE MTH
G.S. 47-30 AS AMENDED. WITNESS MY ORIGINAL SIGNATURE. LICENSE NUMBER
AND SEAL TMS_DAY OF 2017, A.D.
Preliminary
JONATHAN L. WAYNE PLS L-3391
THIS PLAT IS OF A SURVEY THAT CREATES A SUSDIWSICN OF LAND WITHIN
THE SUBDIVISION AREA OF A COUNTY OR MUNICIPALITY THAT HAS AN
ORDINANCE MAT REGULATES PARCELS OF LAND.
M MESS MY ORIGINAL SIGNATURE, REGISTRATIONT. M
NUMBER AND SEAL
DAY OF A.O., .
Preliminary
JONATHAN L. WAYNE PLS L-3391
1, RENEW OFFICER O ME CAPE FEAR
PUBLIC U7ILITY AUTHORITY, NEW HANOVER COUNTY, NORM CAROUNA
CERTIFY MAT THE MAP OR PLAT TO WHICH THIS CERTIRCATICN IS AFFIXED
MEETS ALL AU MCRITY STANDARDS AND REOVREMENTS FOR ME PUBLIC
UTUTIES AS SET FORM BY
ORONARCES. WITH ME RECORDATION OF MIS
PLAT, ME CAPE FEAR PUBLIC UTILITY AUTHORITY ACCEPTS ME OWNER'S OFFER
OF DEDICATION FOR THE PUBLIC WATER AND/OR SEWER PURPOSE ALL
EASEMENTS COMMON AREAS,
AND/OR OUGHT F WAY SHORN ON THE PLAT
AS DEDICATED FOR PUBLIC UTILITY PURPOSES. APPROVAL O MIS PLAT DOES
NOT GUARANTEE ME AVAILABTUTY OF WATER AND SEWER SERMCES, FOR ME
CAPE FEAR PUBLIC UTILITY AUTHORITY,
CAPE FEAR PUBLIC UTILITY AUTHORITY
BY.
REVIEW OFFICER TITLE DATE
COUNTY ENGINEER CERTIFICATE
WITH MIS RECOROATON, NEW HANOYER COUNTY ACCEPTS ME DEDCATON FOR STORMWATER AND EASEMENTS.
COUNTY ENGINEER DATE
CERTIFICATE OF REGISTRATION/DISCLOSURE FOR HOMEOWNERS ASSOCIATION
COVENANT CONDITIONS AND RESTRICTIONS BY REGISTER OF DEEDS
NORTH CAROLINA, NEW HANOVER COUNTY
HOMEOWNERS ASSOCIATION COVENANT, CONDITIONS AND RESTRICTIONS
FILED FOR REGSTRATON ON ME __ DAY O ______
AT --(A.M.
/ RM. AND DULY RECORDED IN DEED BOOK
AT PAGE
REGISTER OF DEEDS.
1r4J j MIN TON,
,
STATE OF NORTH CAROLINA
COUNTY OF
I.—REVIEW OFFICER OF COUNTY, CERTIFY
THAT THE MAP OR PLAT TO WHICH THIS CERTIFICATION IS AFFIXED
MEETS ALL STATUTORY REQUIREMENTS FOR RECORDING.
DATE REVIEW OFFICER
CERTIFICATE OF REGISTRATION BY REGISTER OF DEEDS -
NORTH CAROLINA COUNTY
ME FOREGOING DER TIFICATE OF NOTARY PUBLIC IS
CERTIFIED i0 BE CORRECT. FILED FOR REGSTRA17ON MIS SAY OF 2017;
AT O'CLOCK _AND DULY RECORDED IN MAP BOOK PAGE
BY.,
50' 25' 0 50'
SEG{( IN FEET
I.
. 50FT
1. AREA COMPUTED BY COORDINATE METHOD,QCSSI
2. ALL DISTANCES ARE HORIZONTAL
SEAL =_
DATE
SIGNATURE
4. SURVEYED OCT. 2015 - NOV 2016
5. 3.12 ACRES TOTAL AREA
6. MIS PROPERTY IS NOT LOCATED WITHIN 2000' OF AN
EXISTING N.C. GRID MONUMENT
7 WATER TO BE BY PRIVATE WELL, SEWER TO BE PRIVATE
DATE
SIGNATURE
8. NO APPARENT WETLANDS ON SITE
FINAL LANDING LANE
30' R\W
I I
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CREDIT SHELTER rtwsr
$407-265
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L ST49 o6 E
L3 IS} -1054 W z.
IN
4 N 10 554 E 81.00
N 71'10 .11
L7 S 37 4} 10 E 10.41
La S 22541 E ]3.05
N 1T22 SSI E 14.80
LID N SI -5939 W 14.41
El1 N 5S 215 W 24.75
LIS N '2040 E 29.49
L14 89'}710 E�m
151 1 w T 6
I ?.� �
I °.
. I?
4AL
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W
4:a
5 59'52'35' E
Ai 0 S 59'52'40'
E W S 80'19'16' E �'
S 59'30'01'
E <l 5 sq -.9-m- E 4.' S 5978'22' E
S 39'4817 E
y
5 8-02'46' E 5 59'51'24" E
4'
5 5-30'JO' E 35875'
4! 05
Z
199.92'
68.41'
y' 81.58' 49.90'
99.73'
33.36' 16.33 98.47'
154.11'
94.98'
1pp.9♦' 93.17'
336.77'
CSI $
----------------------------
-t_ ---------------------------
--.�
-
Z
30' PR VA E ACCESS 4N0 U 8TIY
EASEMENT
H
/
W
L _ _ _
,- I
LOT 2
/
0 /
�? o
I
LOT 1
I. -.I �'
59115 SF
1.36
/
LIS
/yf Lf) OTp
ZR?
g
80662 SF
Ac.
/i L8
Q
69.42'
131.81'
174.78'
y 66.36'
202.74'
97.84' A /
289.03'
/
a / MEAN HIGH WATER
-
N 39'4329' W 198.63'
R.
N 59'48'10'. W. I01.23' 4
. N 59'55'09' W 207.12' R
N 59'50'22" W
441.96' h /
-� N 59'50'21_ W_239.12' _ 121
R'
N �9'S2'S2 W 310.97' TOTAL
h
BY
k ^ NEW HAFILAGWNOVER CO.
�.�,:JFLO�".^�
e/
/,�e
/ $�/,4
KENNETH HUFMAN I
SEPTIC EASEMENT
MARK ABRAHAM
I
CLEMENT GOODSOH
4023-957 I
(LOT ]) KENNMH HUFHAM
5658-391
PART OF LOT 7
5485-1781PART
PART OF LOT ]
O LOT 7 I
1869-JO5 4023-957
PART O LOT ]
/
/
\
.
/
FLOOD LINES TAKE FROM FEMA MAP
--------------------L_--_____—_______-----L--_—_-----__—_----------_
--_-------_-----_
--------J
3720/3(79 A EFFECTIYE DATE 04/03/2006
LEGEND
E.I.P. - EXISTING IRON PIPE
El EXISTING IRON
E.C.M. - EXISTING CONCRETE MONUMENT
R\W RIGHT OF WAY
L.P. - COVPU70 PONT
PROPERTY LINE
BUILDING SETBACK
CFN TERUNE
EASEMENT
COMPUTED PROPERTY LINE
CERTIFICATE OF ACCURACY AND MAPPING
I, JONATHAN L WAYNE, CERTIFY THAT THIS PLAT WAS DRAM UNDER MY SUPERVISION
FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION (DEED DESCRIPTION RECORDED
AS
T
NOTED HEREON); THAT THE BOUNDARIES NOT SURVEYED ARE CLEARLY INDICATED
AS DRANK FROM INFORMATON FOUND AS NOTED HEREON; THAT THE RATIO OF PRECISION
AS CALCULATED IS 1: 20,000+; THAT THIS PUT WAS PREPARED IN ACCORDANCE MTH
G.S. 47-30 AS AMENDED. WITNESS MY ORIGINAL SIGNATURE. LICENSE NUMBER
AND SEAL TMS_DAY OF 2017, A.D.
Preliminary
JONATHAN L. WAYNE PLS L-3391
THIS PLAT IS OF A SURVEY THAT CREATES A SUSDIWSICN OF LAND WITHIN
THE SUBDIVISION AREA OF A COUNTY OR MUNICIPALITY THAT HAS AN
ORDINANCE MAT REGULATES PARCELS OF LAND.
M MESS MY ORIGINAL SIGNATURE, REGISTRATIONT. M
NUMBER AND SEAL
DAY OF A.O., .
Preliminary
JONATHAN L. WAYNE PLS L-3391
1, RENEW OFFICER O ME CAPE FEAR
PUBLIC U7ILITY AUTHORITY, NEW HANOVER COUNTY, NORM CAROUNA
CERTIFY MAT THE MAP OR PLAT TO WHICH THIS CERTIRCATICN IS AFFIXED
MEETS ALL AU MCRITY STANDARDS AND REOVREMENTS FOR ME PUBLIC
UTUTIES AS SET FORM BY
ORONARCES. WITH ME RECORDATION OF MIS
PLAT, ME CAPE FEAR PUBLIC UTILITY AUTHORITY ACCEPTS ME OWNER'S OFFER
OF DEDICATION FOR THE PUBLIC WATER AND/OR SEWER PURPOSE ALL
EASEMENTS COMMON AREAS,
AND/OR OUGHT F WAY SHORN ON THE PLAT
AS DEDICATED FOR PUBLIC UTILITY PURPOSES. APPROVAL O MIS PLAT DOES
NOT GUARANTEE ME AVAILABTUTY OF WATER AND SEWER SERMCES, FOR ME
CAPE FEAR PUBLIC UTILITY AUTHORITY,
CAPE FEAR PUBLIC UTILITY AUTHORITY
BY.
REVIEW OFFICER TITLE DATE
COUNTY ENGINEER CERTIFICATE
WITH MIS RECOROATON, NEW HANOYER COUNTY ACCEPTS ME DEDCATON FOR STORMWATER AND EASEMENTS.
COUNTY ENGINEER DATE
CERTIFICATE OF REGISTRATION/DISCLOSURE FOR HOMEOWNERS ASSOCIATION
COVENANT CONDITIONS AND RESTRICTIONS BY REGISTER OF DEEDS
NORTH CAROLINA, NEW HANOVER COUNTY
HOMEOWNERS ASSOCIATION COVENANT, CONDITIONS AND RESTRICTIONS
FILED FOR REGSTRATON ON ME __ DAY O ______
AT --(A.M.
/ RM. AND DULY RECORDED IN DEED BOOK
AT PAGE
REGISTER OF DEEDS.
1r4J j MIN TON,
,
STATE OF NORTH CAROLINA
COUNTY OF
I.—REVIEW OFFICER OF COUNTY, CERTIFY
THAT THE MAP OR PLAT TO WHICH THIS CERTIFICATION IS AFFIXED
MEETS ALL STATUTORY REQUIREMENTS FOR RECORDING.
DATE REVIEW OFFICER
CERTIFICATE OF REGISTRATION BY REGISTER OF DEEDS -
NORTH CAROLINA COUNTY
ME FOREGOING DER TIFICATE OF NOTARY PUBLIC IS
CERTIFIED i0 BE CORRECT. FILED FOR REGSTRA17ON MIS SAY OF 2017;
AT O'CLOCK _AND DULY RECORDED IN MAP BOOK PAGE
BY.,
50' 25' 0 50'
SEG{( IN FEET
I.
. 50FT
1. AREA COMPUTED BY COORDINATE METHOD,QCSSI
2. ALL DISTANCES ARE HORIZONTAL
SEAL =_
L-3391
J. FOR REFERENCE SEE AS NOTED�.
4. SURVEYED OCT. 2015 - NOV 2016
5. 3.12 ACRES TOTAL AREA
6. MIS PROPERTY IS NOT LOCATED WITHIN 2000' OF AN
EXISTING N.C. GRID MONUMENT
7 WATER TO BE BY PRIVATE WELL, SEWER TO BE PRIVATE
SEPTIC SYSTEMS ON SITE.
8. NO APPARENT WETLANDS ON SITE
LEGEND
E.I.P. - EXISTING IRON PIPE
El EXISTING IRON
E.C.M. - EXISTING CONCRETE MONUMENT
R\W RIGHT OF WAY
L.P. - COVPU70 PONT
PROPERTY LINE
BUILDING SETBACK
CFN TERUNE
EASEMENT
COMPUTED PROPERTY LINE
CERTIFICATE OF ACCURACY AND MAPPING
I, JONATHAN L WAYNE, CERTIFY THAT THIS PLAT WAS DRAM UNDER MY SUPERVISION
FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION (DEED DESCRIPTION RECORDED
AS
T
NOTED HEREON); THAT THE BOUNDARIES NOT SURVEYED ARE CLEARLY INDICATED
AS DRANK FROM INFORMATON FOUND AS NOTED HEREON; THAT THE RATIO OF PRECISION
AS CALCULATED IS 1: 20,000+; THAT THIS PUT WAS PREPARED IN ACCORDANCE MTH
G.S. 47-30 AS AMENDED. WITNESS MY ORIGINAL SIGNATURE. LICENSE NUMBER
AND SEAL TMS_DAY OF 2017, A.D.
Preliminary
JONATHAN L. WAYNE PLS L-3391
THIS PLAT IS OF A SURVEY THAT CREATES A SUSDIWSICN OF LAND WITHIN
THE SUBDIVISION AREA OF A COUNTY OR MUNICIPALITY THAT HAS AN
ORDINANCE MAT REGULATES PARCELS OF LAND.
M MESS MY ORIGINAL SIGNATURE, REGISTRATIONT. M
NUMBER AND SEAL
DAY OF A.O., .
Preliminary
JONATHAN L. WAYNE PLS L-3391
1, RENEW OFFICER O ME CAPE FEAR
PUBLIC U7ILITY AUTHORITY, NEW HANOVER COUNTY, NORM CAROUNA
CERTIFY MAT THE MAP OR PLAT TO WHICH THIS CERTIRCATICN IS AFFIXED
MEETS ALL AU MCRITY STANDARDS AND REOVREMENTS FOR ME PUBLIC
UTUTIES AS SET FORM BY
ORONARCES. WITH ME RECORDATION OF MIS
PLAT, ME CAPE FEAR PUBLIC UTILITY AUTHORITY ACCEPTS ME OWNER'S OFFER
OF DEDICATION FOR THE PUBLIC WATER AND/OR SEWER PURPOSE ALL
EASEMENTS COMMON AREAS,
AND/OR OUGHT F WAY SHORN ON THE PLAT
AS DEDICATED FOR PUBLIC UTILITY PURPOSES. APPROVAL O MIS PLAT DOES
NOT GUARANTEE ME AVAILABTUTY OF WATER AND SEWER SERMCES, FOR ME
CAPE FEAR PUBLIC UTILITY AUTHORITY,
CAPE FEAR PUBLIC UTILITY AUTHORITY
BY.
REVIEW OFFICER TITLE DATE
COUNTY ENGINEER CERTIFICATE
WITH MIS RECOROATON, NEW HANOYER COUNTY ACCEPTS ME DEDCATON FOR STORMWATER AND EASEMENTS.
COUNTY ENGINEER DATE
CERTIFICATE OF REGISTRATION/DISCLOSURE FOR HOMEOWNERS ASSOCIATION
COVENANT CONDITIONS AND RESTRICTIONS BY REGISTER OF DEEDS
NORTH CAROLINA, NEW HANOVER COUNTY
HOMEOWNERS ASSOCIATION COVENANT, CONDITIONS AND RESTRICTIONS
FILED FOR REGSTRATON ON ME __ DAY O ______
AT --(A.M.
/ RM. AND DULY RECORDED IN DEED BOOK
AT PAGE
REGISTER OF DEEDS.
1r4J j MIN TON,
,
STATE OF NORTH CAROLINA
COUNTY OF
I.—REVIEW OFFICER OF COUNTY, CERTIFY
THAT THE MAP OR PLAT TO WHICH THIS CERTIFICATION IS AFFIXED
MEETS ALL STATUTORY REQUIREMENTS FOR RECORDING.
DATE REVIEW OFFICER
CERTIFICATE OF REGISTRATION BY REGISTER OF DEEDS -
NORTH CAROLINA COUNTY
ME FOREGOING DER TIFICATE OF NOTARY PUBLIC IS
CERTIFIED i0 BE CORRECT. FILED FOR REGSTRA17ON MIS SAY OF 2017;
AT O'CLOCK _AND DULY RECORDED IN MAP BOOK PAGE
BY.,
50' 25' 0 50'
SEG{( IN FEET
I.
. 50FT

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UPPER & LOWER LIMITS OF CW NHW (2' NLW) NLW (0.0' NLW)
-
-3 NLW — —
-51 NLW — — — — — — — — ____. 693 Cubic Yards — — — — — — -
- — — — — — 935.7 Sq. Feet — — — — — — — — -
SECTION A -A
PROPOSED FLOATING DOCK
SECTION B -B
-1' NLW
-3' NLW
-5' NLW
20'
SECTION C -C
UPPER LIMITS Of CW
HIGHGROUND NHW (2.0' NLW)
LOWER LIMITS OF CW
NLW (0.0' NLW)
20' "- GAZEBO AND WALKWAY
(MIN 31
12" PILINGS � ASH)
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—I—I— _ -31NLW
SECTION D -D
SECTION E -E
o/ 25' 50' 75' NOTES:
1) ALL WATER DEPTHS REFERENCE NORMAL LOW WATER
2) TOTAL EXCAVATED MATERIAL 693 CUBIC YARDS
3) EXCAVATION NOT TO EXCEEDS -4.6' NLW
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LEGEND
— — — NORMAL HIGH WATER
EXISTING SUBGRAGE
— — — — — DREDGING LIMITS
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AREA OF EXCAVATION
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