20170072 Ver 1_CAMA Application_20170118

r
ROY COOPER
Governor
WILLIAM G. ROSS, JR
Interim Secretary
BRAXTON DAVIS
Coastal Management y h 2 Director
ENVIRONMENTAL QUALITY
January 11, 2017
JAN r D
8 2017
TO: Karen Higgins 40UFr R s
401 & Buffer Permitting Unit ERP MN
DWR/Water Quality Permitting
FROM: Heather Coats, Assistant Major Permits Coordinator
NCDEQ — Division of Coastal Management
127 Cardinal Drive Ext., Wilm., NC 28405 heather. coats(aD-ncdenrgov
Fax: [phone] (Courier 04-16-33)
SUBJECT: CAMA / Dredge & Fill Application Review
Applicant: Stewart W. Edwards
Project Location: 612 N. Channel Dr., adjacent to Banks Channel,
in Wrightsville Beach, New Hanover County
Proposed Project: to replace a bulkhead and private docking facility
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 3, 2017. If you have any
questions regarding the proposed project, contact Jason Dail 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: Stewart Edwards c/o Jimmy North
2. LOCATION OF PROJECT SITE: The address is 612 N. Channel Drive, adjacent to Banks
Channel, Wrightsville Beach, New Hanover County.
Photo Index — 2006: 24-7411, O -P, 5 Lat: 34° 12'57.32"N Long: 77°47'45.29"W
3. INVESTIGATION TYPE: CAMA/Dredge and Fill
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit —1/09/17
. Was Applicant Present — Yes
5. PROCESSING PROCEDURE: Application Received —1/03/17
Office — Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan— Town of Wrightsville Beach
Land Classification From LUP — Conservation
(B) AEC(s) Involved: PT, EW, ES
(C) Water Dependent: Yes
(D) Intended Use: Private
(E) Wastewater Treatment: Existing- Municipal Sewer
Planned- N/A
(F) Type of Structures: Existing- Single-family residence, timber bulkhead and private
docking facility.
Planned- Replace bulkhead and docking facility.
(G) Estimated Annual Rate of Erosion: N/A
7. IIABITAT DESCRIPTION: [AREA]
DREDGED FILLED OTHER
(D) Total Area Disturbed: 3,002 sq. ft. (0.068 acres)
(E) Primary Nursery Area: No
(F) Water Classification: SB Open: NO
8. PROJECT SUMMARY: The applicant proposes to replace an existing bulkhead and private
docking facility along the edge of Banks Channel.
30 sq. ft.
(A) Vegetated Wetlands (Coastal)
(bulkhead)
(B) Non -Vegetated Wetlands (Open
1,020 sq. ft.
566 sq: ft.
Water)
(bulkhead)
(incorporated)
(C) Other - Highground disturbance
1,386 sq. ft.
(bulkhead backfill)
(D) Total Area Disturbed: 3,002 sq. ft. (0.068 acres)
(E) Primary Nursery Area: No
(F) Water Classification: SB Open: NO
8. PROJECT SUMMARY: The applicant proposes to replace an existing bulkhead and private
docking facility along the edge of Banks Channel.

Stewart Edwards
Page 2
PROJECT DESCRIPTION
The project site is located at 612 N. Channel Blvd., adjacent to Banks Channel in the Town of Wrightsville
Beach, New Hanover County. To locate the project site from the WiRO take US Hwy 74/76 to Wrightsville
Beach. Travel across the drawbridge and keep right on Causeway Drive. Turn left on N. Channel Blvd. just
before the Causeway Bridge leading to the barrier island. Continue to the terminal end of N. Channel Blvd.
and the property will be located on the right hand side of the road, at the end of the cul-de-sac.
The project site is approximately 0. 18 acres in size, which the applicant currently maintains a single-family
residence. The highground is vegetated primarily with maintained lawn grass and ornamental landscaping.
The project site has approximately 77 linear feet of shoreline frontage along Banks Channel, which is
stabilized by a timber bulkhead and Normal High Water (NHW) meets the bulkhead. There is a very small
stand of Coastal Wetlands (Smooth Marsh Cordgrass - Spartina Alterniora) along the outer edge of the
existing wall, near the applicant's northern property comer, which is approximately 6' x 5' in size. At the
property, the applicant also maintains a private docking facility, which consists of a fixed pier (6' x 48')
that extends to a covered platform (14' x 15'), which connects (via ramp) to a horseshoe shaped floating
dock. A 12' x 13' boatlift exists along the southern side of the floating dock, approximately 28' from the
common riparian corridor shared with the southern adjacent riparian property owner. According to the
application package, existing water depths surrounding the existing docking facility range from
approximately -5.0' to -6.0', relative to normal low water (NLW). DCM was not able to locate a previous
permit for the existing facility; however, based on historical aerial photography the existing docking facility
appears to have been in place since the early 1990's.
The Town of Wrightsville Beach Land Use Plan classifies adjacent waters and high ground portion of the
property as Conservation. The waters of Banks Channel and Middle Sound are classified SB by the Division
of Water Resources. They are NOT designated as a Primary Nursery Area (PNA) by the N.C. Division of
Marine Fisheries and they are CLOSED to the harvest of shellfish.
PROPOSED PROJECT
The applicant proposes to replace an existing bulkhead and private docking facility along the edge of Banks
Channel, at 612 N. Channel Drive, in Wrightsville Beach, NC. The configuration of the existing docking
facility currently provides dockage for up to four (4) vessels, and that slip count would be expanded to five
(5) under the proposed re -configuration. Based on drawings provided by the applicant, the existing docking
facility is shown to be located within the 15' riparian corridor setback along the northern side of the
property, and the applicant is proposing to relocate the entire facility to eliminate this encroachment. The
application states the existing pier and fixed "L -head" shaped gazebo would remain in place with no
modifications or expansions; however, a new floating dock spine (8' x 32') would be installed just
waterward of the fixed gazebo, along with two finger piers (1 @ 4' x 16' and 1 @ 6' x 16'). The two finger
piers would run perpendicular to the shoreline and would be installed on opposite ends of the floating dock
spine. In addition to the floating component, a new 13' x 14' boat lift would be installed along the southern
side of the proposed 6' x 16' finger pier. As designed, the proposed facility would provide dockage for up
to five (5) vessels. Existing water depths in the vicinity of the proposed docking facility range from
approximately -5.0' to -6.0' at NLW. In total, the proposed facility would extend approximately 100' from
the waterward edge of the proposed bulkhead.

Stewart Edwards
Page 3
Additional development on the subject property includes the installation of a new bulkhead just waterward
of the existing bulkhead, located along the western edge of Banks Channel. According to the application
package, the existing wall is failing and is in need of replacement. The new alignment would be positioned
an average of two (2) feet, with a maximum of three (3) feet waterward of the normal/mean high water line.
The proposed realignment would result in the filling of approximately 30 sq. ft. of Coastal Wetlands,
consisting solely of Smooth Marsh Cordgrass, which is sparsely established along the northern property
line. According to the permit application, this small area of wetland fill is necessary to achieve a "straight"
bulkhead alignment. Each end of proposed wall would "tie" into the adjacent bulkheads located on either
side of the applicant's property.
10. ANTICIPATED Il"ACTS
The proposed structures (bulkhead, floating docks and boatlift) would incorporate approximately 1,586 sq.
ft. of Estuarine Waters and Pubic Trust Area, essentially within an area currently usurped by the existing
docking. The proposed structures would extend approximately 100' into a waterbody, which measures
approximately 620' across. This distance does not exceed the quarter width of the waterbody, nor does it
exceed the established pier -head alignment. The proposed structures would not encroach into the adjacent
15' Riparian Corridor Setback Area requirement and would accommodate up to five (5) vessels within
water depths ranging from approximately -5.0' to -6.0' at NLW.
The proposed bulkhead would result in the filling of approximately 30 sq. ft. of Coastal Wetlands and
approximately 1,020 sq. ft. of shallow bottom habitat below the normal/mean high water level. Additional
high ground disturbance, as a result of the bulkhead installation, would total approximately 1,386 sq. ft.
Minor increases in turbidity should be expected during construction.
Submitted by: Jason Dail Date: January 11, 2016 Office: Wilmington

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JAN 03 2017
WILMINGTON
REGIONAL

Dom MP -1
APPLICATION for
Major Development Permit
(last revised 12/27/06) IN
North Carolina DIVISION OF COASTAL MANAGEMENT
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Business Name
Project Name (if applicable)
Applicant 1: First Name
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Applicant 2: First Name
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Mailing Address
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<Form continues on back> JAN 0 3 2017
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Form DCM MP -1 (Page 2 of 4)
APPLICATION for
Major Development Permit
<Form continues on next page>
DCVI WILMINGTON, NC
iAN #3 W77
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County (can be multiple)
Street Address
State Rd. #
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Subdivision Name
City
State
Zip
(If many lot sizes, please attach additional page with a list)
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Phone No.
Lot No.(s) (if many, attach additional page with list)
33j_ - & & 1 " 6 /� ext.
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a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed/proiect
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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!llSar-J�0ro
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j. Is the proposed activity part of an urban waterfront. redevelopment proposal? []Yes a4c,
k. Has a professional archaeological assessment been done for the tract? If yes, attach a copy. []Yes &No ❑NA
e. Is proposed work within city limits or planning jurisdiction?
f. If applicable, list the planning jurisdiction or city limit the proposed
YlYes ❑No
work falls within.
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<Form continues on next page>
DCVI WILMINGTON, NC
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a. Total length of shoreline o+n, the tract (ft.)
b. Size of entire tract (sq.ft.)
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c. Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high water) or
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NWL (normal water level) y
(If many lot sizes, please attach additional page with a list)
$fNHW or ❑NWL
e. Vegetation on tract /
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f. Man-made features and uses now on tract / % A
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g. Identify and describe the existing land uses adiacent to the oposed project site.
hvMeS d- "'P M-eJIS
h'. How does local government zone the tract?
I. Is the proposed project consistent with the applicable zoning?
(Attach zoning compliance certificate, if applicable)
Wes ❑No ❑NA
j. Is the proposed activity part of an urban waterfront. redevelopment proposal? []Yes a4c,
k. Has a professional archaeological assessment been done for the tract? If yes, attach a copy. []Yes &No ❑NA
If yes, by whom?
1. Is the proposed project located in a National Registered Historic District or does it involve a []Yes (5ko ❑NA
National Register listed or eligible property? WRCRIVED
<Form continues on next page>
DCVI WILMINGTON, NC
iAN #3 W77
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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? 25Yes ❑No
(ii) Are there coastal wetlands on the site? oes ❑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.
o. Describe existing drinking water supply source.
c (��
Cr� t�G.�lle-✓
p. Describe existing storm water management or treatment systems.
C;�7 Sewer
%it`"ter to 'd:;i, ! F k » .! YeiY 4^.? { 2 1•* i �. a' ws•.
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a. Will.the project be for commercial, public, or private use? []Commercial ❑Publie/Govemment
private/Community
b. Give a brief description ofpurpose, use, sand daily operations of theproject when coyomp(C�l,e e.
yo,-d'`/1Oo(y,,._Sp4(e,--SGc`/ �dlz(`F]�C
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c. Describe the proposed construction methodology, types of construction equipment to be used during constru on, the number of each type
of equipment and where it is to be stored. ) 14
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d. List all development activities
els ,ohu propose.
osl�e.
Crec`�bC
e. Are the proposed activities mance of an existing project, new work, or both?
f. What is the approximate total disturbed land area resulting from the proposed project? ❑Sq.Ft or ❑Acres
g. Will the proposed project encroach on any public easement, public accessway or other area []Yes No [INA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
LV-N�ee r*u^.)C`T-T-
i. Will wastewater or stormwater be discharged into a wetland? ❑Yes Mo [INA
If yes, will this discharged water be of the same salinity as the receiving water? ❑Yes []No [INA
j. Is there any mitigation proposed? ❑Yes Pjo [INA
If yes, attach a mitigation proposal. RECEIVED
<Form continues on back> .SAN 0 3 2017
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Form DCM MP -1 (Page 4 of 4)
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APPLICATION for
Major Development Permit
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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. jy ky
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Name Loo),O"+ Ho'—(oow 0--eAo s Phone No. a0.11
Address/� _ ;zS -
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g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
h. Signed consultant or agent authorization form, if applicable.
i. Wetland delineation, if necessary.
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner)
k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1-10), if necessary. If the project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act.
I understand that any permit issued in response to this application will allow only the development described in the application.
The project will be subject to the conditions and restrictions contained in the permit.
I certify that I am authorized to grant,. and do in fact grant permission to representatives of state and federal review agencies to
enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up
monitoring of the project.
I further certify that the information provided in this application is truthful to the best of my knowledge.
Date _� �- I A> Print Name ­/�
.ti�• o
Signature �..
Please indicate application attachments pertaining to youproposed project.
;9DCM MP -2 Excavation and Fill Information ❑DCM MP -5 Bridges and Culverts
CDCM MP -3 Upland Development
VDCM MP -4 Structures Information
RECEIVED
0CM WILMINGTON, NO
252-808-2808 .. 1.888-4RCOAST ., www.nccaastairnanagement.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 feat
vulut
Access
Channel Canal Boat Basin I Boat Ramp Rock Groin Rock (excluding
(NLW or Breakwater shoreline
Length
1.
EXCAVA
XThis section not applicable .,
a.
Amount of material to be excavated from below NHW or NWL in
b.
Type of material to be excavated.
cubic yards.
c.
() Does the area to be excavated include coastal wetlands/marsh
d.
High -ground excavation in cubic yards.
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW []SAV OSB
[]WL []None
(n) Describe the purpose of the excavation in these areas:
2.
DI$POSA! OF EXCAVATED MATERIAL
This section not applicable;
a.
Location of disposal area.
b.
Dimensions of disposal area.
c.
(1) Do you claim title to disposal area?
d.
(i) Will a disposal area be available for future maintenance?
❑Yes ❑No [INA
❑Yes []No [INA
(h) If no, attach a letter granting permission from the owner.
(Ii) If yes, where?
e.
(1) Does the disposal area include any coastal wetlands/marsh
f.
(i) Does the disposal include any area in the water?
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
[]Yes ❑No [INA
or other wetlands (WL)? If any boxes are checked, provide the
a If es how much water area is affected?
( y
number of�square feet -affected.
-, - - ..
[]CW []SAV ❑SB
OWL []None
=
(ii) Describe the purpose of disposal in these areas:
CCM WILMINGTON, NC
JAN 0 3 2017
252-808-2808 ea 1-888-4RCoAST as WWWACCOaetalmanagenaenf.ne8 revised:/2126/06

3. SHORELINE STABIUZATION
(If development is a wood groin, use MP -4 — Simctur+es)
a. Type of shoreline stabilization: b• Length: "/3
(Bulkhead ORiprap QBreattwater/Sill []Other. Wim:
OThis section not applicable
c. Average distancewaterward of NHW or NWL: d. Maximum distance waterward of NHIIV or NWY
d2 f .3
e. Type of stabilization material: f f. () Has there been shoreline erosion during preceding 12
�%D�DII 0lirA'J4/ �Ul�rl P DYas IQ1No. ONA
(i) If yes, state amount of erosion and source of erosion amount
information.
g. Number of square feet of fill to be placed below water level.
Bulkhead backfill L VO Riprap
Breakwater/S81 Other
I. Source offill material. �
I Nu i� Ic aI t.J 'Lor" SA—d ✓�•cT
h. Type of fill material.
4. OTHER FILL ACTMTIES This section not applicable
(Exdudng Shoreline Stabilization)
a. () WII fill material be brought to the site? MYes ONo []NA b. r) Will fill mateda1-t b- p --WW in coastal wetlands/marsh (C",
If yes, submerged aquatic vegetation (SAV), shell bottom (SB), or
other wetlands wetlands (WL.)? .ff any boxes are checked, provide the
(1) Amount of material to be placed in the water /D :1 O 5 'a 4 number of square feet affected.
(ii) Dimensions of fill area �x �Sx G r IXCW �M OSAV OSB
Qv) Purpose of fill [1WL ONone
(tt) Describe the purpose of the fill in these areas:
�Qr��• I t �o,� �ullLG� �A�/
a. How will excavated or fill material be kept on site and erosion
controlled?
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c,}�l (Oe/�/Gcrr�
b. What type of construction equipment will be used (e.g., dragline,
backhoe, or hydraulic dredge)? / �[
.5 ma it %n 2o -,X- wr� �uc-1 e `
c. (i) WW1 navigational aids be required as a result of the project? d. (1) Will wetlands be crossed in transporting equipment to project
Oyes No [INA site? []Yes UffNo []NA
() If yes, explain what type and how they will be implemented. n If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
��Ci/�G r� K mor•
nprP Appli Name
Project Name
Appr Si re DCM WILMINGTON, NC
JAN 4m 3 201i

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.
a. (i) Is the docking facility/marina:
❑Commercial ❑PubliclGovernmentAPrivate/Community
c. (i) Dock(s) and/or pier(s)
(ii) Number
_
(iii) Length
i
(iv) Width
.
(v) Floating
JoYes ❑No
e. (i) Are Platforms included? ❑.Yes DqNo
If yes:
(ii) Number
(iii) Length
(iv) Width
(v) Floating ❑Yes )JNo
Note: Roofed areas are calculated from drioline dimensions.
g. (i) Number of slips proposed
(ii) Number of slips existing
y
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:
k. Typical boat length: q
m. (i) Will the facility have tie pilings?
❑Yes 00
(ii) If yes number of tie pilings?
b. (i) Will the facility be open to the general public?
[]Yes. A
d. (i) Are Finger Piers included? Wes ❑No
If yes:
(ii) Number
(iii) Length
(iv) Width
�1 '
(v) Floating
fzWes ❑No
f. (i) Are Boatlifts included? ) Yes �5No
If yes:
(ii) Number
(iii) Length 1 3
(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:
❑ 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).
I. (i) Will the facaity be open to the general public?
❑Yes o RECEIVED
L)CM WILMINGTC,'WNC&
JAN 0 3 N17
otn sono (sena .. 4 000 Aer1%nc r......,u+aI_ne-rnAc4atmnnanament.net revised: 92/27/06

Form 7CM MP -4 (Structures, gage 2 of 4)
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 poll I
tants, 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 meas es 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 serv' es are currently provided?
RECEIVED
DCA WILMINGTON, NO
JAN Q 3 g17
m. Is the marina/docking facility proposed within a primary or secondary nursery area?
PfYes ❑No
�V`X ono 11a^O .. -4 000 revised- 12/27/05

Fo9'm , DCM MP -4 (Structures, Page 3 of 4)
n. Is the marina/docking facility proposed. within or adjacent to any shellfish harvesting area?
❑Yes $PIo
o. Is the marina/docking facility proposed within or adjacent to coastal wetlands/marsh (CW), submerged aquatic vegetation (SAV), shell bottom
(SB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected.
;�jt CW ❑SAV [:]SB
❑WL []None
p. Is the proposed marina/docking facility located within or within close proximity to any shellfish leases? ❑Yes PSNo
If yes, give the name and address of the leaseholder(s), and give the proximity to the lease.
3.�O�THOUSE'(rnclud�rtg eoyec� trtis `? �k '` r` ; `` his section riot applicife
a. (i) Is the boathouse structure(s):
❑Commercial [Public/Government ❑Private/Community.
(ii) Number
(iii) Length
(iv) Width
Note: Roofed areas are calculated from dripliine dimensions.
GROIN (e.g., ,wood, sheetplle, etc If a rock groin, use MP-2,Excavation and Fill.) - h/s section not applicable
a. (i) Number
(ii) Length
(iii) Width
K r{ 4 TES (e y� woody Shee�plle, etc) k s a$ $This section not applicabl@
MORRA
.t Zi`•F...v A',A T _
T
a• Length b. Average distance from NHW, NWL, or wetlands
c. Maximum distance beyond NHW, NWL or wetlands
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
This section not applicable
b. Number
d. Description of buoy (color, inscription, size, anchor, etc.)
RECEIVECI
DCM WILMIfidr.7TOKI I*,C
2 5 2-80 8-28 118 n 1-888-dRtMAST e! www.nccoastailmanacaement.net revi-4ad! IW27/OA

,Form VCM MP -4 (Structures, Page 4 of 4)
a. Proximity of structure(s) to adjacent riparian property lines
/SI
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body
bgo/I
e. (i) Will navigational aids be required as a result of the project?
OYes 2 No ❑NA
(ii) If yes, explain what type and how they will be implemented.
a. Give complete description:
b. Proximity of structure(s) to adjacent docking facilities.
r
d. Water depth at waterward end of structure at NLW or NWL
RECEIVED
I)CWI WILMINGTON, NG
w - Ann%1Ler..—Ai ..,:-cnastatmanaaement.not revised: 12/27/06

I. PATRICK C. BRISTOW, CERTIFY THAT Thy PR^'ERTY WA5 5URVEYED AND MAP DRAWN UNDER MY 5UPERVI510N:
DESCRIPTION A5 510VNN ON THE FACE OF THIS PIAT; RATIO OF PRL-CI51ON AS CALCULATED BY COMPUTER
15 1:10,000+, ftT THE BOUNDARIES NOT 5URVEYED ARE 5HOWN BY BROKEN UNE5 PLOTTED FROM
INFORMATION REFERENCED; THAT THIS PUT WA5 PREPARED IN ACCORDANCE VITT Mf 5TANDARD5 OF
PRACTICE Ift LAND SURVEYING IN NORTH CAROLINA' (21 NCAC 56.1604); WITNESS MY ORIGINAL SIGNATURE,
UCENSURf NlM M AND SEAL V15 8TH DAY OF DECBuIBER A.D. 2016.
PATRICK C. BRISTOW
N.C. PLS No. L-4148
/Z/8/Zar
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MAP BOOK X PAGE X
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,,...-------------------------
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r----PIERtiEAD LINE ------------
NORMAL HIGH WATER UNE TABLE
UNE
LENGTH
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15.11
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5.57
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UCEN5URE NUMBER AND 5EAL TH15_ 111 DAY OF_ DECEMBER A.D. 2016.
PATRICK C, BRI5TOW
N.C. PL5 No. L-4148
S E A L
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LOCATION MAP
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I, PATRICK C. BRI5TOW, CERTIFY THAT THI5 PROPERTY WAS SURVEYED AND MAP DRAWN UNDER MY SUPERVISION:
DESCRIPTION AS SHOWN ON T#1E FACE OF THIS PLAT; RATIO OF PRECISION AS CALCULATED BY COMPUTER
15 1:10,000+; THAT THE BOUNDARIE5 NOT SURVEYED ARE SHOWN BY BROKEN UNE5 PLOTTED FROM
INFORMATION REFERENCED; THAT THI5 PLAT WA5 PREPARED IN ACCORDANCE WITH 'THE STANDARDS OF
PRACTICE FOR LAND SURVEYING IN NORTH CAROLINA' (21 NCAC 56.1604); WITNESS MY ORIGINAL 51GNATURE,
UCEN5URE NUMBER AND SEAL THI5 8TH DAY OF DECEMBER A.D. 201 G.
cz?;cw� C.
PATRICK C. BRI5TOW
N.C. PLS No. L-4148 ```CAR6 , �tU�q��'i
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MAP BOOK X PAGE X
DEED BOOK X PAGE X
.�-----------------------
LINE
LENGTH
BEARING
L 1
15.11
519°32'38"W
L2
53G*57'00"W
519°2441 "W
L3
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SURVEYED LOT 15 SUBJECT TO ALL
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DATED: APRIL 3, 2000
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LINE
LENGTH
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15.11
519°32'38"W
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5.57
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FLOOD ZONE BOUNDARY FROM NHC
ONLINE G.1.5. + FIRM PANEL REFERENCED
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NORTH CHANNEL DRIVE
40 PUBUC BIW
S. WHIT EDWARDS * FLEMING W. EDWARDS
LOTS 85-87 5HORE ACRES DEVELOPMENT NO.. 2
RECEIVED
TOWN Of WRIGHTSVILLE BEACH NEW HANOVER COUNTY, N.C. DCM WILIdIlNIGTON, NC
5:UAND PROJECMHORE ACRES DEV NO 2 DOTS 85-87\dwSW 12 N CHANNEL DR.dwg
DECEMBER 8, 201 G 0. 172 AC. -+-
30
• • 15 30 _•
I. INCH = 30 FEET
Q PATRICK C. BRI5TCW✓ LAND 5URVnING, PC DECEMBER 2016
LEGEND
0 = EX15TING IRON PIPE
= CENTERLINE
El= CONTROL MONUMENT
OO = SET IRON PIPE
�= SURVEY NAIL
= I BAR
PATRICK C. BRISTOW
LAND SURVEYING, PC
4113-A OLEANDER DRIVE
WILMINGTON, N.0 28403
[phone] 0H) [phone] (FAX)
E-MAIL: [e-mail]
FIRM LICENSURE NO. C-3071
RAMP DOCK
I I
i
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1 I
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SURVEYED LOT 15 SUBJECT TO ALL
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40 PUBUC BIW
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LOTS 85-87 5HORE ACRES DEVELOPMENT NO.. 2
RECEIVED
TOWN Of WRIGHTSVILLE BEACH NEW HANOVER COUNTY, N.C. DCM WILIdIlNIGTON, NC
5:UAND PROJECMHORE ACRES DEV NO 2 DOTS 85-87\dwSW 12 N CHANNEL DR.dwg
DECEMBER 8, 201 G 0. 172 AC. -+-
30
• • 15 30 _•
I. INCH = 30 FEET
Q PATRICK C. BRI5TCW✓ LAND 5URVnING, PC DECEMBER 2016
LEGEND
0 = EX15TING IRON PIPE
= CENTERLINE
El= CONTROL MONUMENT
OO = SET IRON PIPE
�= SURVEY NAIL
= I BAR
PATRICK C. BRISTOW
LAND SURVEYING, PC
4113-A OLEANDER DRIVE
WILMINGTON, N.0 28403
[phone] 0H) [phone] (FAX)
E-MAIL: [e-mail]
FIRM LICENSURE NO. C-3071