20130048 Ver 1_CAMA Permit Application_20130118

4 20130048
NCDEE R
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Pat McCrory Braxton C. Davis John E. Skvarla, III
Governor Director Secretary
January 17, 2013
MEMORANDUM:
TO: Karen Higgins
401 Oversight
Division of Water Quality- Surface Water Protection
FROM: Doug Huggett, NC DENR -DCM Major Permits Co
400 Commerce Ave., Morehead City, NC 28557 (Courier 11- 12 -09)
SUBJECT: CAMA Major Permit Application Review
Applicant: McKinley D. Dull
Project Location: 5 W. Asheville St., adjacent to Banks Channel & Greenville Sound,
Wrightsville Beach, New Hanover County
Proposed Project: to reconfigure the existing docking facility
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Doua Hu44ett at the address above by February 10, 2013. If you have
any questions regarding the proposed project, contact Robb Mairs at (910) 796 -7215, when
appropriate, in -depth comments with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
SIGNED
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
�LC�C ��ICPM
JAN 1 8 2013
NR - WATER QUALITY
An Equal Opportunity \ Affirrnahve Action Employer 1 We111M10 di Si%Maty Branch

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME: McKinley D. Dull c/o Pete Avery
2. LOCATION OF PROJECT SITE: 5 West Asheville Street, adjacent to Banks Channel, Greenville
Sound, in the Town of Wrightsville Beach, New Hanover County.
Photo Index - 2006: 24 -7411- L, 3 2000: 24- 307 -K, 21 1995: 24-288-0,4
State Plane Coordinates - X: 2364725 Y: 170615
Latitude: 34 °12'45.66611 "N Longitude: 77 047'37.29050 °W
3. INVESTIGATION TYPE: CAMA ROVER FILE # 0-120611B
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit — 12/06/2012
Was Applicant Present — No
5. PROCESSING PROCEDURE: Application Received — 01/16/2013 (Completed)
Office — Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan — Town of Wrightsville Beach
Land Classification From LUP — Conservation
(B) AEC(s) Involved: EW, PTA
(C) Water Dependent: Yes
(D) Intended Use: Private
(E) Wastewater Treatment: Existing — Municipal sewer
Planned — N/A
(F) Type of Structures: Existing — Two -story single - family residence, concrete bulkhead and a
private docking facility
Planned — Reconfiguration of docking facility
(G) Estimated Annual Rate of Erosion: N/A Source — N/A
7
E:
HABITAT DESCRIPTION:
[AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands
(B) Open water
827 sq. ft.
(incorporated)
15c) Other (Highground)
_F
I
(D) Total Area Disturbed: 827sq. ft. (0.019 acres)
(E) Primary Nursery Area: No
(F) Water Classification: SB Open: No
PROJECT SUMMARY: The applicant proposes to reconfigure an existing private docking facility within
Banks Channel.

McKinley Dull
Page 2
9. PROJECT DESCRIPTION:
The project site is located at 5 West Asheville Street, adjacent to Banks Channel, between the Atlantic
Ocean and Greenville Sound. The site is located within the Town of Wrightsville Beach, in New Hanover
County. To locate the property travel east from Military Cut -Off Road (N.C. Highway 17) approximately 1
mile towards Wrightsville Beach. From the drawbridge, continue heading east on Causeway Drive (N.C.
Highway 76) approximately 1 mile and proceed to cross the bridge over Banks Channel. Continue through
the light and travel north approximately 0.35 miles until you reach West Asheville Street, which will be
located on the left. The property of interest will be at the terminal end of the street on the left hand side. The
applicant currently maintains a two -story single family residence on the project site. The property is adjacent
to residential properties with existing single family structures and private docking facilities.
Highground vegetation consists of maintained lawn grass and ornamental landscaping. The lot is
approximately 0. 12 acres in size and has an average elevation of approximately 6' above normal high water
(NHW). The project site has approximately 118 linear feet of shoreline frontage stabilized by a concrete
bulkhead. There is an area of coastal wetlands currently located on the southern end of the property above
the NHW boundary, consisting primarily of Salt Meadow Grass (Spartina patens). Waterward of the NHW
boundary in this area is an intertidal strip of sand, which is approximately 15' in width (See sheet 1 of 2).
The applicant currently maintains an existing docking facility within Banks Channel. An access pier,
measuring approximately 108' in length by 6' in width extends in a westerly direction from the existing
bulkhead. The pier terminates onto a partially covered platform, measuring approximately 20' in length by
10' in width. An access leads from the platform onto a floating dock, measuring approximately 24' in length
by 8' in width, which runs in the same alignment as the access pier. There is an existing boatlift, measuring
approximately 13' in length by 13' in width, which is located on the southern side of the floating dock.
Another floating dock, measuring approximately 16' in length by 6' in width is located landward of the
existing platform on the northern side of the access pier. The existing facility was authorized to the previous
property owner through the Town of Wrightsville Beach in the 1990's and a CAMA General Permit No.
30484 -D in August 2002 for the replacement of the existing boatlift. The existing docking facility currently
accommodates up to three (3) vessels.
The Town of Wrightsville Beach Land Use Plan classifies adjacent waters and high ground area of project
site as Conservation. There are no known archaeological sites located in the project vicinity. The waters of
Banks Channel are classified SB by the Division of Water Quality. 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 reconfigure an existing private docking facility within Banks Channel. The existing
floating docks would be entirely removed and a new fixed access pier, measuring approximately Tin length
by 5' in width would be constructed, just waterward of the existing platform. The access pier would lead into
a new covered "L -head" platform, measuring approximately 24' in length by 25' in width, which would be
oriented towards the north. An access ramp would lead from the new access pier onto a new floating dock,
measuring approximately 32' in length by 6' in width, which would be located on the northern side of the new
gazebo, running perpendicular to the shoreline and channel. The existing boatlift would remain within its'
current location, which would be on the southern side of the proposed gazebo. The application states that
the existing water depth in the location of the existing and proposed docking structures would be
approximately 4 at normal low water (NLW). The proposed reconfiguration of the existing docking facility
would continue to accommodate up to three (3) slips at this location (See Sheets 1 and 2 of 2).

McKinley Dull
Page 3
10. ANTICIPATED IMPACTS:
The reconfiguration would incorporate 827 sq. ft. of Estuarine Waters and Public Trust Areas, however
much of this area is currently usurped by the existing docking facility. The proposed structures would not
encroach into the adjacent 15' Riparian Corridor Setback Area requirement. Minor increases in turbidity
should be expected during construction. The docking facility would extend approximately 155' into a
waterbody, which measures approximately 1,000' across. This distance conforms to the 1/4 width rule and
the locally established pier head line.
Submitted by: Robb L. Mairs Date: 01/16/2013 Office: Wilmington

EXHIBIT A
Project Summary for Proposed Modifications to an Existing Private Pier and
Dock Serving the Property Located at 5 West Asheville Street in Wrightsville
Beach North Carolina
Property Owner - McKinley and Victoria Dull
Owner's Agent- Walter Pete Avery
Property Location -5 West Asheville Street, Wrightsville Beach NC
Existing Conditions -The existing dock and pier system is a private residential facility serving the
Owner's primary residence. The existing system includes the following improvements:
1. A fixed -pier 5 feet in width and 108 feet length; the date of the original pier and dock
permit isn't known. However, it had been re- decked as authorized by the Town of
Wrightsville Beach, permit number 13086 -April 12, 1991;
2. One 6 foot by 16 foot floating dock located on the north side of the fixed -pier
approximately 85 feet from the shore side of the property. This was authorized by the
Town of Wrightsville Beach, permit number 13100 -April 19, 1991;
3. One 200 square foot tee -head platform that is partially covered. The covered area of
the tee -head is 120 square feet. The tee -head is part of the original dock permit, but
the covered area of the platform was authorized by the Town of Wrightsville Beach,
permit number 13121 -May 3,1991;
4. One 8 foot by 24 foot floating dock located at the west end of the pier. It is accessed by
an existing 4 foot wide by 10 foot long ramp. To the best of my knowledge, this floating
dock is part of the original permit. Due to storm damage, it was fully repaired as
authorized by the Town of Wrightsville Beach, permit number 14235 -May 14, 1993;
5. One boat lift located on the southwest end of the pier. This was authorized by the Town
of Wrightsville Beach, permit number 30484 -D- August 1, 2002.
Proposed Modifications
1. The existing fixed -pier would not be altered except for upgrades to handrails as needed
and a short extension west of the tee -head to establish a connection to the new covered
platform as described below.
2. An access ramp 3 feet wide and approximately 20 feet long would be provided to the
relocated floating dock from the 5 foot extension of the fixed pier as previously
described.
3. The roof over the existing tee -head platform area would be removed.
4. The existing boat lift would not be altered.
5. The existing 8 foot by 24 foot floating dock located at the west end of the pier system
would be relocated to the north side of a proposed new covered platform that would
consume the space previously occupied by that floater as well as previously uncovered
surface water. The new platform would be located at the west end of the fixed -pier
1 JAN 16 101:
� 4�i[ VV :! CII ➢ 0 N NC

EXHIBIT A
system as extended and west of the exiting tee -head platform. It would be 24 feet by 25
feet and as stated, inclusive of the space previously occupied by the floating dock.
6. The existing 6 foot by 16 foot floating dock on the north side of the pier located
approximately 85 feet from the shoreline would be removed.
The site plan that illustrates the modifications to the existing permitted dock is provided
herewith. See Exhibit Al, Sheet 1 of 2. It should be noted that the proposed modifications
requested do not require any dredging of surrounding waters. The only disturbance of the
waters' bottom will be the sinking of less than a dozen pilings for support of the new platform
and the relocated /enlarged floater. Also, it is important to note that the Pier Head line in this
area as established by the Town of Wrightsville Beach (Pier Head Mapping -Sheet 4, Fayetteville
Street to Snyder Street) is 155 feet from the adjacent land as measured from an existing
bulkhead on the Owner's property. The modifications proposed would not abut or cross over
the Pier Head Line.
The elements of the existing pier and dock system that qualify as covering /shading the
water include the partially covered tee -head platform and the existing floaters. The coverage
area for each is as follows:
200 square feet of the existing platform comprising part of the tee -head.
0 288 square feet of existing floaters (one is 8 feet by 24 feet, the other is 6 feet by 16
feet)
The subject property has 117.77 feet of shoreline. This distance is confirmed on a survey
prepared by Hobbs Surveying Company, Inc. for Jack and Suzanne Williamson dated September
25, 2000. A copy of that survey is attached. Pursuant to CAMA rules for structures covering
water surfaces, a maximum of 942.16 square feet would be permitted. The new covered
platform is proposed to be 24 feet by 25 feet for a total of 600 square feet. The new floating
dock replaces the existing 8 foot by 24 foot floating dock but at a new location. This new
floating dock structure is proposed to be 6 feet by 32 feet for a total of 198 square feet. The
existing smaller floating dock is 6 feet by 16 feet for a total of 96 square feet and as stated
above will be removed. Combined, the total coverage proposed would be 938 square feet.
Existine Water Coveraee: 448 Sauare Feet
>6 x 16 Floating Dock
96 Square Feet (Will be removed)
>8 x 24 Floating Dock
192 Square Feet (To be removed)
>10 x 20 Partially Covered
Platform
200 Square Feet (Will remain minus the
roof cover)
Tnfnl Drnnnearl Wntor Cmrarnaw Q'A%t SnuwrP FPPt
>24 x 25 Covered Platform
600 Square Feet
>6 x 32 Floating Dock
198 Square Feet
>10 x 14 Area of Existing
Platform
140 Square Feet
Maximum Amount Allowed
1 942.6 Square Feet
jAN 16 2013

IBM MF4
WFUCATIONfor
Major
(last revised 12127/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
U /A
Project Name (if appiicabLel
MOD D ®&
Applicant 1: First Name
�Nc V, \
MI D
Last Name
Applicant 2: First Name
MI
Last Name
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
PO Box
City W9 ��
State
a
ZIP
Country
Phone � ��,
FAX No.
Last Name
�(�No.
Street Address (if different from above)
City
tate
ZIP
Email
Mailing . Ar
ro
2. Agent/Contra r Information
Atusin
Agent/ Contractor 1: First Name
MI
Last Name
/
C
'
1�
Agent/ C ntractor 2: First Name
MI
Last Name
ie-ri
q
Mailing . Ar
ro
1
Sv-ne.
20
PO Box
Ci `
��A n an
State
NO,
06- T
.
ZIP
�j o
Phone No. 1 10, I
- ext.
l
Phon l 2-
�.-
-
FAX No.
Contractor #
JAN 0 2 2U13
9 10 M� 660-6-
Street Address (if different from above)
City
State
ZIP
Email ��ww
&Jb4_6
l
WOO K 1
<
_
' `J - ✓i V
<Form continues on back>
_ ___ ____ ......... ---- -- 6-.1.- -n"er,m mmnf -ran C.

Form DCM MP -1 (Page 2 of 4)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple)
Street Address
State Rd #
-
1
d Approximate elevation of t ct above NHW (normal high water) or
NWL (normal water level)
t ❑NWL
W 0
X - VFW
1 Subdivisio!naama,
City .1RgM5� 111e
W �J
State
Zip 1A
Phone No.
Lot No.(s) (if many, attach additional page with list)
- - ext. I O
1/ 1
az 141 �-S �� m•� OWf XOAA
'qb
a. In which Nd river basin is the project located?
b Name of body of water arest to proposed project
C.
es []No ❑NA
c Is the wate boqd> identified in (b) above, natural or manmade?
d. ame the closest major water body to the roposed project site
`
[]Unknown Unknown
S❑Natural
r t
e Is proposed work within city limits or planning jurisdiction?
f. If applicable, list the planning jurisdiction or city limit the proposed
My"es []No
work falls within.
WRI k 11 P
4. Site Description
a. Total length of shoreline on the tract ract (ft.) I I
b. Size of entire tract (s
I I &AIEff
-
c Size of individual lots)
`^
d Approximate elevation of t ct above NHW (normal high water) or
NWL (normal water level)
t ❑NWL
(If many lot sizes, please ac dional P. age with a list)
CINHW or
e. Vegetation on tract S bs X255 l aWN
�Xi5��n9
f. Man -made features and uses now on tract
5�1 N- �,vewO y
g. Identify and describe the existing land uses adiacent to the proposed project site. �' n
Ashy
.�� u,, •
A
1/ 1
az 141 �-S �� m•� OWf XOAA
h. How does local government zone the tract?
i. Is th proposed project consistent with the applicable zoning?
(Alta ring compliance certificate, if a , ble)` _
es []No ❑NA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? ❑Yes EINo f�� F
.Y 1
k Has a professional archaeological assessment been done for the tract? If yes, attach a copy. []Yes []No A
yy 9f
S9 �r �Ifl' t7 7 �,�y iMiJ'•9'q ^. �b
If yes, by whom?
I. Is the proposed project located in a National Registered Historic District or does it involve a ❑Yes No ❑NA
National Register listed or eligible property?
<Form continues on next page>
- - - -- - - - -m --- --- - -- --- __- �.,om, ---- __- ,* n'bC.

Form DCM MP -1 (Page 3 of 4)
APPLICATION for
Major Development Permit
m. (Q Are there wetlands on the site?
/ Md,RA _
^a�
es []No
# >A
(ii) Are there coastal wetlands on the site? Mea& /L,,� /n(�1 S
EKes ❑No
(iii) If yes to either (i) or (ii) above, has a delineation been conducted?
(Attach documentation, if available)
❑Yes %No
n. Describe existing wastewater treatment facilities.
pv� I ► c qtr UovA ie Iry
�
Ile
o. Describe existing drinking water supply so ce.
Mel
v,
A'
res;d�/ 1%
p. Describe existing storm water managers or treatment systems
T.1'A
""VI-)p
L-
�C' C
..J
5. Activities and Impacts
a. Will the project be for commercial, public, or private use? ❑Commercial ❑Public/Govemment
ivate /Community
b. Give a brief description of purpose, use, and daily operations of the project when complete. /!
i.S�-�� DiDd, '� Q� 5 -k. -(04 i f/ VSe �Y
� � P
er OA✓ 4
c Describe the proposed construction methodology, types of construction e uipment to be used during construction, the number of each type
of equipment and where it is to be JV S' IWA 1D4 a .. `Pt I Ate-' n �� A w„qd
1: M� h P QR`h01�I s
(SaU6, 4t*, n Ole
d. List all development activities you propose.
j`nOAI� ► Qr � oC,� " 5 Q*V"oN � 6 PAC
UVA
AV
a�ebo rvdit�Z�2, R�vl, IV
cov ob ARaA o i1 .�'
e Are the proposed activities maint ante of an existing project, nqW.&Wk, o both?
f. What is the approximate total disturbed land are resujfng from the propos project? WIA ❑Sq Ft or []Acres
g. Will the proposed project encroach on any public easement, public accessway or other area Yes LUNo ❑N�;A
that the public has established use of? 1` ; s ,; V
h. Describe location and type of existing and proposed discharges to waters of the state.
1� ► AN 6 2 2011
L Will wastewater or stormwater be discharged into a wetland? []Yes FNo ❑NA
If yes, will this discharged water be of the same salinity as the receiving water? ❑Yes ❑No ❑NA
j. Is there any mitigation proposed? ❑Yes []No
If yes, attach a mitigation proposal.
<Form continues on back>
JC

Form DCM MP -1 (Page 4 of 4)
APPLICATION for
Major Development Permit
6. Additionallnformation
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) — (f) are always applicable to any major development application. Please consult the application
instruction booklet on how to property prepare the required items below.
a A project narrative.
b An accurate, dated work plat (including plan view and cross - sectional 'drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized wo k, cle ly 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. Z
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 '��N� ,OF WQ j�( �If`I Phone No.
Address
Name 16. I%QS'rCC a Phone No.
__
Address ���Qx ` tJmf / G� 2,7.5'-7:7
Name Phone No.
Address
g. A list of previous state or federal permits issued for w rk on the roject tract. Include permit numbers, permittee, and issuing dates.
h. Signed consultant or agent authorization form, if applicable. t1
i Wetland delineation, if necessary.
j A signed AEC hazard notice for projects in oce front and inlet areas (Must be signed by property owner)
k. A statement of compliance with the KC Environmental Policy Act (N C G S. 113A 1 -10), if necessary. If the pro ct involves expenditu
documenting compliance with the North Carolina Environmental Policy Act N rA
of public funds or use of public lands, attach a statement
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 reviekagehcj
enter on the aforementioned lands in connection with evaluating information related to this permit application and follow -up
monitoring of the project. AN G Z2 x'013
Vuer certify that the information provided in this application is truthful t the best o y knowledge.
Date 1 / L Print Name v
Signature
Please indicate application attachments pertaining to your proposed project.
❑DCM MP -2 Excavation and Fill Information ❑DCM MP -5 Bridges and Culverts
f DCM MP -3 Upland Development
CM MP-4 Structures Information
e

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
[I This section not applicable
a. (i) Is the docking facilely /manna b. (i) Well the facil' open to the general public?
[]Commercial ❑Public/Government W/Ovate /Community ❑Yes Wo
eooe
c (i) Dock(s) and /or pier(s) d (i) Are Finger Piers included? ❑Yes 26
(i) Number �R�P If yes:
(iii) Length � (ii) Number
(iv) Width (iii) Length
(v) Floating ❑Yes No 00 (iv) Width
(v) Floating []Yes []No
e. (i) Are Platforms included? []Yes []No
If yes:
(ii) Number
(iii) Length
(iv) Width
(v) Floating []Yes VNo
Note: Roofed areas are calculated from dripline dimensions.
g. (i) ber of slips proposed
(h)3Number of slips existing
i. Check the proposed type of siting:
❑ Land cut and access channel
[lope water; dredging for basin and /or channel
pen water; no dredging required
[]Other; please describe:
k Typical boat length _6
m. (i) Will the facility have tie pilings?
❑Yes []No
(ii) If yes number of tie pilings?
f. (i) Are Boatlifts included? ❑Yes [ No
If yes: II
(n) 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:
❑ Dry storage; number of boats:
❑ Boat ramp(s), number of boat ramps:
❑ Other, please describe:
K. L8
j. Describe the typical boats to be sbrZed (ez! ,reperipnaboA
charter boats, sail boats, mixed types). n
j/4 IV 0 2 2013
I. (i) Will the fa I a open to the general public?
[]Yes No
reiriRpd! 11121271066

F01F M DD CH V,04 (Structures, Page 2 of 4)
2. DOCKING FACILITY /MARINA OPERATIONS [Whis s 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? - H~
r�—
k. Describe design measures that promote boat basin flushing? �V °` « >s�
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

FOFM DCM MP-4 (Structures, Page 3 of 4) P, �I
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.
13. BOATHOUSE (including covered lifts) his 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 ddpfine dimensions.
4. GROIN (e.g., wood, sheetpile, etc. If a rock grain, use MP -2, Excavation and Fill.)
a (i) Number
(ii) Length
(iii) Width
section not applicable
15. BREAKWATER (e.g., wood, sheetpile, etc.) his section not applicable
Eq. Length
c. Maximum distance beyond NHW, NWL or wetlands
6, MOORING PILINGS and BUOYS
a. Is the structure(s):
❑Commercial ❑Public/Govemment ❑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. Average distance from NHW, NWL, or wetlands
b• Number
section not applicable
s't� I-
d. Description of buoy (color, inscription, size, IAAbrret .) 2013

Foritt`i DCM MP -4 (Structures, Page 4 of 4)
a Proximity of structure(s) to adjacent riparian property lines
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body
x_.[_000'
e. (i) Will navigational ai a required as a result of the project?
[]Yes []No A
(n) If yes, explain what type and how they will be implemented
b. Proximity of structure(s) to adjacent docking facilities
L1,6- ' - ?S I
d. W_ atIr depth at wa ard_end of s cture at NLW or NWL
8. OTHER [I This section not applicable
a Give complete description:
Date
MM Doc
Project Name
14o -r
Applican Name _ d
Signature
tip �

ygTpcy�usrf,(_ s w • .,ycF»••�mmn......
CERTIFICATE OF SURVEYOR
I. Brian N. Hobbs' do aarufy
that under _.j dhecC.. and,sapervialon, the
otlaehed phypada su,,ypae drawn from an
actual survey made under my supemston. fiat
the rotio of departures is t:lo odd+. M. my
hod and seatt tthls It day of Seutember 2
AN N. HOBBS P.LS. L -3122
VIE
Ak�R
W
J;.
'Sy
Sr
sr
VICINITY MAP N.T.S.
Notes:
—Mean High Water Line
Is face of bulkhead.
—Face of bulkhead is
rear property line.
—Dwelling on Lot 5
does not encroach boundaries.
—Lot 1 Porch encroaching,
oc see Inset.
a N 52'20'25 W
'r' 50'25' N 50'20'38" W
20.83'
Er� Banks
� Ch
a �$��
Dock t&
n/t G) Donald M. w G/F ao� Gazebo
e 3 ( Lucas TRUSTEE EIP Total Area 1 s 4e N 12'02 , 40" W �� a
D.B. 1306, M of Lots 3*5 To 00 117.77 cyti0�yg
en . Pg. 1141 9.748 s f. I : " p
Zo
P
+ 70' to Porch :;

41
�
�
A7.4 u
Az
^
'
41
�
�
A7.4 u
Az
^

View of Dock: North Side Looking South
Dock Profile Summary and Related Information
Total distance from shore bulkhead to end of new floater: 151 feet (Pier -head line is 155 from
Total fixed pier length from shore to covered platform: 122 feet
Height of covered platform to roof peak from deck: 12 feet
Height to eave of roof: 8 feet
Roof finish: asphalt shingles
Handrail height: 4 feet
NLW and NHW depths as shown are approximate
Current total number of boat slips: Three (2 floaters and 1 boat lift)
Final Proposed number of boat slips: Two (1 floater and 1 boat lift)
The red line indicates the new floater, which is 6' x 34' feet
SHEET 2 OF 2
�ti�7
rw
�3
Rti
�i
SHEET 2 OF 2

5 WEST ASHEVILLE STREET WRIGHTSVILLE BEACH -DOCK MODIFICATIONS
SUMMARY OF SURFACE WATER COVERAGE
SHORELINE DISTANCE IN LINEAR FEET 117.77 LF
SQUARE FEET ALLOWED PER LINEAR FOOT OF SHORELINE 8 SQ.FT.
TOTAL SURFACE WATER COVERAGE ALLOWED 942.16 SQ.FT.
EXISTING COVERAGE CONDITIONS
PLATFORM PARTIALLY COVERED BY ROOF 145.05 SQ.FT.
EXISTING FLOATING DOCK 8 X 24 192 SQ.FT.
EXISTING FLOATING DOCK 6 X 16 96 SQ.FT.
TOTAL 433.05 SQ.FT.
PROPOSED COVERAGE, INCLUSIVE OF PORTIONS OF EXISTING COVERAGE
NEW ROOF COVERED PLATFORM 25 X 25 625 SQ.FT.
NEW FLOATING DOCK 6 X 34 204 SQ.FT.
RETAIN ENTIRE EXISTING PLATFORM MINUS THE ROOF 145.05 SQ.FT.
TOTAL 974.05 SQ.FT.
TOTALSURFACE WATER COVERAGE ALLOWED 942.16 SQ.FT.
TOTAL AREA OF COVERAGE IN EXCESS OF ALLOWED 31.89 SQ.FT.
REMOVE THE EXISTING 6 X 16 FLOATING DOCK
TOTAL PROPOSED COVERAGE
SURPLUS COVERAGE ALLOWED BUT NOT UTILIZED
T96 SQ.FT.
878.05 SQ.FT.
64.11 SQ.FT.
Confirmed in survey by Hobbs Surveying Company, September 25, 2000
Excludes 5' x 10' width considered as part of pier access to water
Replaces existing 8'x 24' floating dock and is relocated, see plan
v` G
T96 SQ.FT.
878.05 SQ.FT.
64.11 SQ.FT.
Confirmed in survey by Hobbs Surveying Company, September 25, 2000
Excludes 5' x 10' width considered as part of pier access to water
Replaces existing 8'x 24' floating dock and is relocated, see plan

Proposed Dock Modifications for 5 West
Asheville Street Wrightsville Beach
6 Owner: McKinley and Victoria Dull �=
Date: December 17, 2013; Rev. 1/16/11"
8 Applicant: Walter Pete Avery '•r
Scale: 1 "= 20' _ � --t
10
12
14
16
18
\1
qj
AA0
Q�
- �
Banks G,vf%e 1 '%
24x25 Roof Covered Deck (600ft2)
tz
f rheaa41, New• --
Awt � 14
i
6x32 Floating Dock (192ft2) 16
Existing 13x14 boat lift (remains) �� I)� (2 Boat Slips)
18
r
3x20 access ramp
22
Existing 10x20 Deck- 120ft2 is roof
covered but it is being removed'`
/ 2s
28
f fV
30
R
i
34
- •c
10Y
Existing bulkhead
14 5 W. Asheville St
16 --
18
/V9 • Y
Asheville Street
Wrightsville Beach
General Notes
>The existing fixed -pier would not be altered except for upgrades to handrails as needed and a short extension west of the tee -head to establish a connection to
the new covered platform as described below.
20 >An access ramp 3 feet wide and approximately 20 feet long would be provided to the relocated floating dock from the 5 foot extension of the fixed pier as
previously described.
>The roof over the existing tee -head platform area would be removed.
22 >The existing boat lift would not be altered.
>The existing 8 foot by 24 foot floating dock located at the west end of the pier system would be relocated to the north side of a proposed new covered platform
that would consume the space previously occupied by that floater as well as previously uncovered surface water. The new platform would be located at the west
24 end of the fixed -pier system as extended and west of the exiting tee -head platform. It would be 24 feet by 25 feet and covered with a roof system. The roof height
proposed is 12 feet.
>The existing 6 foot by 16 foot floating dock on the north side of the pier located approximately 85 feet from the shoreline would be removed.
26
NOTE: Proposed Number of Boat Slips- 3
28
30
32
. 34
36
16
18
20
`yam
24
26
28
30
32
34
SHEET 1 O 2
36