20080165 Ver 3_CAMA Application_20170517

ROY COOPER
Governor
N
MICHAEL S. REGAN N
Secretary
Coastal Management 1(\/p/�� (�-C^ \� B R A X T O N DAVIS
ENVIRONMENTAL QUALITY J 1
�J Director
May 12, 2017
TO: Karen Higgins MAY 17 2017
401 & Buffer Permitting Unit
DWRater Quality Permitting 4D 'WA R P
/WURC S
M TTI
FROM: Heather Coats, Assistant Major Permits Coordinator
NCDEQ — Division of Coastal Management
127 Cardinal Drive Ext., Wilm., NC 28405 heather. coats(aD_ncdenr.gov
Fax: [phone] (Courier 04-16-33)
SUBJECT: CAMA Application Review
Applicant: The Beach at Brick Landing, POA
Project Location: between 1933 and 1937 Stone Ballast Way, adjacent to the AIWW,
in Ocean Isle Beach
Proposed Project: to expand an existing community marina
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 June 5, 2017. If you have any
questions regarding the proposed project, contact Sean Farrell 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

2.
3
4
5
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME: The Beach at Bricklanding POA, c/o Bill Thomas
LOCATION OF PROJECT SITE: The Beach at Bricklanding Subdivision between 1933 and 1937 Stone
Ballast Way, adjacent to the A1WW, in Ocean Isle Beach, Brunswick County.
Photo Index - 2006: 2-6199, G (14)
Latitude: 33°.904747" N Longitude: 780.395032" W
INVESTIGATION TYPE: CAMA
INVESTIGATIVE PROCEDURE: Dates of Site Visit — 02/15/2017
Was Applicant Present — Yes
PROCESSING PROCEDURE: Application Received — 04/28/2017,05/09/2017 (complete)
Office — Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan — Brunswick County
Land Classification From LUP - Residential
(B) AEC(s) Involved: CW, EW, PTA
(C) Water Dependent: Yes
(D) Intended Use: Private
(E) Wastewater Treatment: Existing — Municipal Sewer
Planned - N/A
(F) Type of Structures: Existing — 3 pier, 8 slip docking facility
Planned —Construct a new pier with additional slips.
(G) Estimated Annual Rate of Erosion: N/A Source — N/A
7. HABITAT DESCRIPTION: [AREA]
DR FDnFD FTT .T .F.T) OTHER
(A) Vegetated Wetlands
360 sq. ft.
(shaded)
(B) Open water
1,259 sq. ft.
(incorporated)
(C) Other (Highground)
(D) Total Area Disturbed: 1, 619 sq. ft.
(E) Primary Nursery Area: NO
(F) Water Classification: SA; HQW Open: YES
PROJECT SUMMARY: The applicant is proposing to modify State Permit #93-13 to construct a fourth pier with
three (3) boathouses and a floating platform to advance the facility to an 11 -slip marina.

The Beach at Bricklanding
Page 2
9. PROJECT DESCRIPTION:
The project site is located at 1957 Stone Ballast Way, adjacent to the Atlantic Intracoastal Waterway (AIWW), in
Ocean Isle Beach, Brunswick County. To locate the project site from US HWY 17 south of Shallotte turn left onto
Main St/US-17 Bus. S and travel approximately 0.72 miles. Turn left onto Village Dr., and travel approximately 0.72
miles and continue NC -179 for approximately 3.4 miles. Turn left onto Brick Landing Rd. SW and travel
approximately 1.24 miles. Turn right onto Goose Creek Rd. SW and travel approximately 0.05 miles. Take the Is' left
onto Stone Ballast Way SW. The project site will be located on the left-hand side of the road.
The existing upland property is located within an existing 16 lot subdivision and consists of a vacant parcel designated
as common area, totaling approximately 2.22 acres. Upland vegetation consists of maintained lawn grass with an
elevation of approximately 6' to 8'above Normal High Water (NHW). The shoreline of the property is vegetatively
stabilized and transitions from highground to high marsh landward of the NHW mark consisting of Salt Meadow Hay
(Spartina patens), Black Needlerush (Juncus roemerianus), Glasswort (Salicornia spp.) and Spike Grass (Distchilis
spicata) . Low marsh consisting primarily of Smooth Cordgrass (Spartina alterniflora) extends an average of
approximately 40' waterward of the NHW mark
The applicant was issued State Permit #49-89 on March 3, 1989 for the development of the subdivision and later issued
a modification in October 1992 for construction of the original approximately 6' wide by 120' long pier and
approximately 12' wide by 39' long T -Head (See Site Plan, Pier #2). State Permit #93-13, issued August 7, 2013,
authorized the construction of 2 additional piers along with 8 additional formalized slips and three transient docking
areas (See Site Plan, Pier #1 and #3). This permit was renewed February 1, 2017 and is set to expire December 31,
2018.
Pier #3, measuring approximately 6' in width by 118' in length was constructed approximately 145 feet east of the
original Pier #2. Pier #3 terminates at a fixed finger pier which runs parallel to the shoreline and measures
approximately 4' in width by 46' in length. Four (4) boatlifts, each measuring approximately 13' in width by 13' in
length were authorized along this finger pier, however the boatlift for slip #5 has not been constructed (See Site Plan,
page 1 of 2). An existing ramp measuring approximately 4' in width by 16' in length runs perpendicular from the
existing fixed finger pier water -ward to an existing floating dock measuring approximately 10' in width by 20' in length.
Pier # 1, measuring approximately 6' in length by 128' in width was constructed approximately 140' west of the original
Pier #2 and terminates at a fixed finger pier which measures approximately 4' in width by 55' in length and runs
parallel to the shore. There is an existing authorized boathouse measuring approximately 14' in width by 25' in length
within designated slip #3. The previously authorized 13' in width by 13' in length boatlift within slip # 1 has not been
constructed. An existing ramp measuring approximately 4' in width by 16' in length runs perpendicular from the
existing fixed finger pier waterward to an existing floating dock measuring approximately 10' in width by 20' in length.
The applicant intends to seek approval for the unauthorized boathouses by means of this major modification request.
*Note. There are two existing unauthorized boathouses located off the eastern side of Pier #1, one measuring
approximately 14' in width by 25' in length within slip #2 and one measuring approximately 16' in width by 25' in
length within slip #4. Notice of Violation #17-01 was issued to the applicant for the unauthorized development on
February 21, 2017.
State Permit #93-13 authorized a ramp measuring approximately 4' in width by 16'in length and a floating dock
measuring approximately 10' in width by 20' in length, to be located off of the water ward end of the T -Head for Pier
#2 (See Site Plan). The ramp and floating dock have not been constructed. Water depths in the vicinity of the existing
transient and formalized slips ranges from approximately -2' to -3' at NLW, according to the applicant.

The Beach at Bricklanding
Page 3
The Brunswick County Land Use Plan classifies adjacent high ground area of project site as High- Density Residential.
There are no known archaeological sites located in the project vicinity. The waters of AIWW are classified SA; HQW
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 OPEN to the harvest of shellfish.
PROPOSED PROJECT:
The applicant is proposing to modify State Permit #93-13 to construct a fourth pier with three (3) boathouses and a
floating dock that would advance the facility to an 11 -slip marina. Proposed Pier #4 would originate off of high ground
approximately 150' west of the origination of existing Pier #3. Proposed Pier # 4 would measure approximately 6' in
width by 142' in length and extend approximately 70' into the adjacent waterbody (AIWW) which measures
approximately 460' in width. A fixed finger pier measuring approximately 4' in width by 48' in length is proposed to
extend from proposed Pier #4. The proposed fixed finger pier would start approximately 30' landward of the terminal
end of proposed Pier #4 and extend approximately 19' in a westward direction parallel to the shore before elbowing to
extend approximately 29' south, perpendicular to the shore. A ramp measuring approximately 3' in width by 18' in
length is proposed to extend to the east approximately 30' landward of the terminal end of proposed Pier #4. The
proposed ramp would lead to a proposed floating platform measuring approximately 10' in width by 20' in length and
oriented perpendicular to shore. The applicant is proposing 3 boathouses, each measuring approximately 15' in width
by 25' in length, oriented perpendicular to shore and terminating at the 80' Federal Channel Setback. One of the
boathouses is proposed on the east side of Pier #4, while the other two are proposed on the west side of Pier #4,
separated by the proposed fixed finger pier. The western most boatlift would be located approximately 61' from the
adjacent riparian line to the west. This proposed configuration would allow for an additional three 3 formalized slips as
well as 1 transient docking area where the applicant has proposed a pump -out location in the event that such a system is
required. Water depths in the vicinity of the proposed boathouses and floating platform range from approximately 2' at
NLW to 3' at Normal Low Water NLW, according to the applicant.
10. ANTICIPATED IMPACTS:
The proposal to modify State Permit #93-13 to construct a fourth pier with 3 boathouses, a finger pier, and a floating
platform would incorporate an additional approximately 1,259 sq. ft. of Public Trust Area and Estuarine Waters and
would shade approximately 360 sq. ft. of Coastal Wetlands. The proposed construction would not exceed the 1/4 width
distance of the waterbody which measures approximately 460' across, nor encroach into the U.S. Army Corps of
Engineers 80' federal channel setback. No construction is proposed within either 15' Adjacent Riparian Corridor
Setback.
The three (3) proposed additional slips would increase the total slip count to eleven (11), elevating the facility to a
marina per 15A NACA 07H.0208 (b)(5). The waters of the AIWW adjacent to the facility are currently open to
shellfishing and there is the potential an increase in negative impacts to water quality, potentially triggering closures for
shellfish harvest. Minor increases in turbidity should be expected during construction.
Submitted by: Sean C. Farrell Date: May 11, 2017 Office: Wilmington

Scope of Project
The purpose of the project is to facilitate allowances for docking facilities as articulated in the property
deeds of the owners of the property at The Beach at Brick Landing waterfront development. The deeds
stipulate the ability to build slips in accordance with state and federal laws. The waterfront community
consists of fifteen lots of which one docking slip is needed to represent each separate lot. The owners
would like to reduce the environmental and aesthetic impact on the area by minimizing the amount of
structures. Three piers already exist and one more would be constructed and placed as shown on
submitted drawings. There would be a total of four piers located separately on the property as to allow
for sufficient depth of water at designated slip sites. The new stationary pier (submitted as pier # 4)
would be built from above NHW on the property and extend approx. 142 ft. into the AIWW. The pier
would extend outward to the allowable extent placement. One boat house will be built on the east side
and two on the west (as shown on drawing) and one floating dock would be built just east of the
easternmost boat house (designated slip # 11) to be used as the single floating structure on the pier.
The pier will provide mooring for the property owners of The Beach at Brick Landing.
Pier # 1 has two roofs built over slips which are shown on submitted drawings. The change of
construction of these two roofs from the previous major permit has been indicated on the submitted
drawings.
The size of the tract is approx. 3.03 acres and 576 lineal ft. of frontage on the AIWW. All permits,
delineations, and surveys deemed necessary for this project will be acquired.
RECEIVED
DCM WILMINGTON, NC

Existing conditions:
Area to have docking facilities is property owned by the Property Owner's Association of The Beach at
Brick Landing development. The property is approx. 3.03 acres and has approx. 576 lineal feet of
frontage on the North side of the AIWW opposing the island of Ocean Isle Beach. It has an existing pier
that is used and enjoyed by property owners
Project Chronology:
All building materials will be brought to the project site and unloaded on the POA's property above the
coastal wetlands line. These materials will be moved by hand to the respective positions on the
structure as needed during the building process. The materials will be handled with care taking
precautions to minimize any movement in the wetlands area.
Initial construction will begin with installation of the pier pilings. Pilings will either be 8 in. by 8 in. or 6
in. by 6 in. marine grade pressure treated 2.5. These pilings will be "jetted" down into the grade using a
2 in. or 3 in. water pump. The water pump will be placed on a flotation device which is secured using an
anchor system. The flotation device is in approx. 2 — 3 ft. deep water at normal low tide. The pilings will
be installed @ approx. 8 ft. on center running perpendicular to the shoreline. The depth of the pilings
will be approx. 6 ft. or to hard shell layer. The pilings will be installed to total length of the pier as shown
on drawings.
Once pilings are installed, the framework will be installed. 2 in. by 8 in. band boards will be run along
the outside of the pilings longwise with the pier. These band boards are 16 ft. long and will incorporate
3 pilings per board. The pier will be constructed to that the elevation of the deck boards is @ 4 ft. above
normal high water. The beginning of the pier is set at the top of the bank elevation.
Once band boards are installed the girder beams will be installed. 2 in. by 8 in. girder beams will be
placed underneath band boards and attached to the pilings on both sides per piling. The girders will be
through bolted into the pilings using 5/8 hot -dipped galvanized carriage bolts.
Once the girder beams are installed, the joists will be installed. 2 in. by 8 in. joists will be installed @ 2
ft. on center and toe nailed into the girder beams using hot -dipped galvanized 16d nails. The joists are 2
in. by 8 in. treated lumber using 16 ft. boards which incorporate 3 girders per board. The joists will meet
halfway between girders and rest on top of the girders.
Once the joists are installed, the decking will be installed. Decking material is 2 in. by 6 in. # 1 treated
lumber. These will be installed using stainless steel screws (# 10). Deck boards will be installed as to
allow for proper spacing between boards for drainage etc. Decking will extend from outside of band
board to outside of band board. Once decking is complete on the pier, the water pump will be used on
the pier to complete any necessary jetting of pilings.
Once decking is complete, the floating dock will be constructed. The floating dock will be constructed
off —site and floated to site. Dimensions: 20 ft. L by 10 ft. W. with an additional gangway landing section
dim. 8 ft. W. tapering to 6 ft. W. by 6 f. L. The floating dock will be constructed using black polyethylene
RECEIVED
DCM WILMINGTON, NC

encapsulated styrofoam billets. Billet dimensions — 2 ft.W by 4 ft. L by 18 in. depth. Band boards are 2
in. by 8 in. set @ 2 ft. on center. Corners of frame are reinforced using 3 in. by 5 in. hot dipped
galvanized steel angle brackets and % in. galvanized carriage bolts through wood and brackets. Decking
is 2 in. by 6 in. treated lumber secured using #10 stainless steel screws.
Once dock is complete and brought to site via water, the dock will be secured with four pilings. Pilings
will be set inside the framework of the dock using interior piling guides built into the framework of the
dock. Two pilings will be set on opposite sides of the tapered gangway landing section, and two on
opposite corners of the landward side of the dock. Pilings will be installed using the water pump and
will be jetted to approx. 6 ft. depth or to hard shell layer.
Once dock is in place, the gangway will be built and installed. The gangway will be installed on the pier.
Gangway dimensions: 3 ft. W by 18 ft. L The gangway will be constructed using all aluminum including
handrail and decking. The gangway will then be secured to the pier and the other end will be set on the
floating dock using high density rubber rollers for landing runners.
The new pier will have a perpendicular finger which turns back 90 degrees and runs between the two
westernmost boat houses built for access to adjacent slips. These slips will only be built for the use of
boat lifts and not for mooring, docking, etc
Boat house and lift installation:
The roofed slips (boathouses) would have 6 pilings with dimensions of approx. 15 ft. W. by 25 ft. L with
pilings spaced @ approx. 9 ft. on center. The roof material would be brought in on the pier and
installed as follows: Approx. 8 in diameter pilings will be installed approx. 8 ft. depth or to hard shell
layer using water pump and associated jetting equipment. Pilings elevation will be approx. 8 ft. above
deck elevation. Once pilings are installed, the roof band boards will be installed on the outside of the
pilings at the approx. 8 ft. elevation. The band boards will be thru bolted into the pilings using 5/8
galvanized carriage bolts. The band board will be doubled using 2 in by 8 in. treated boards. The rafters
will be 2 in. by 6 in. treated boards and will be installed to a 5/12 pitch using a hip roof style. The hip
rafters will be 2 in. by 8 in. treated boards. Collar beams — 2 in. by 6 in. will be installed from rafter to
rafter per code. Total outside to outside measurements will be 15 ft. W. by 25 ft. L including overhangs.
The rafters will be installed @ 16 in. on center and have 1 in. by 6 in. strapping attached @ 2 ft. on
center using screws for tin roofing installation. All rafters will have hurricane straps installed to band
boards. The roofing will be tin and installed using washer screws per manufacturer's recommendations
(2 per rafter intersection). Tin roofing will be 29 gauge. All lumber for the roofing construction will be
pressure treated.
Typically, and for purposes of the permitting process, we are proposing the installation of the 10,000 Ib.
boat house lift manufactured by Boatlift US. The construction of the boat lift would go as follows:

The lift would be brought in sections including beams, motors, bunks, and assembly packages. These
would be walked onto the pier without disturbing the wetland areas. Once the pilings are installed,
the beams would be secured on the piling beam which runs parallel to the slip and is thru-bolted into
the pilings and secured using 5/8 in. hex bolts into the mounting bracket provided by the manufacturer.
Once the beams are installed, the lower bunk beams are installed using manufacturer provided cable,
and cable clamps. Once the bunk beams are installed, the bunk itself is installed using manufacturer
provided brackets and bolts.
Once the boat lift is installed, the electrical source is installed. Optional solar generated battery packs to
run the lifts are being considered which would involve installation of a solar panel dimensions: approx. 2
ft. by 3 ft. to be installed on the handrail near the boatlift location. This option involves the bringing out
onto the pier of the solar panel, battery pack, and installation hardware. The solar panel is installed
using manufacturers mounting bracket including Min. thru bolts into the handrail posts adjacent to the
boat lift. The battery pack is inside a metal box approx. dimensions 1 ft. by 4 ft. which is placed on the
finger pier adjacent to the boat lift area. This box will be fastened to the decking using stainless steel
screws. The battery pack will be wired to the boat lift per manufacturer's specifications using the
correct hardware per code and manufacturer's specifications.
Hardwire option:
Option for hardwire will involve the installation of #2 wire to be run from meter box located near
houses. The wire will be outdoor wire and will be buried underground per code (2 ft. depth) using a
ditch witch power trencher only to be used outside of the wetlands area. The trench will go to the
beginning of the pier where the wire will be run to a panel box which will also serve as a disconnect per
code. From this location, a wire will be run in conduit under the pier (no. 8 wire) to the boatlift switch
located on the handrail post adjacent to respective boat lift slip. All electrical will be installed using
licensed electrician and proper per code hardware.
Tools to be used:
Water pump with hoses and jetting wand.
Typical power tools including power saws, drills, etc.
Ditch witch trencher for electrical (only with hardwire option)
RECEIVED
DCM WILMINGTON, NC

1=w-1
UPLICATION for
Major Development Permit
(last revised 12/27106)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant(Landowner Information
Business Name
Business Name
Project QQName (if applicable)
�e
Last Name
Applicant 1: First Name
e Rears: afQ)•t4k /Amo<<n /00
MI
Last Name
Agent/ Contractor 2: First Name
Applicant 2: First NameMI
Last Name
Last Name
PO Box
If additional applicants, please attach an additional page(s) with names listed.
State
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Mailing Address
�qoi q 5 7'� >,4 e 6�Ias
PO Box
City
State
ZIP
Country
/ S14 �l
Phone No.
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- ext.
FAX No.
-
Contractor #
Street Address (if different from above)
City
State
ZIP
Email
ZIP
Email
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2. Agent/Contractor Information
Business Name
Agent/ Contractor 1: First Name
MI
Last Name
03:11
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Agent/ Contractor 2: First Name
MI
Last Name
Mailing Address
q67 Am 6410 5f -W
PO Box
City
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State
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ZIP
Phone No. 1
Phone No. 2
1 (7 q
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- - ext.
- ext.
FAX No.
Contractor #
Street Address (rf different from above)
City
State
ZIP
Email
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<Form continues on back>
RECEIVED
DCM WILMINGTON, NC

Form DCM MP -1 (Page 2 of 4)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple)
Street Address
State Rd. #
rum�1'fw'q
c. Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high water) or
Subdivision Name
City
State
Zip
;
�Ocewtoo,
C—Z
f. Man-made features and uses now on tract
�acl► hof 1h Scebdsdts/eti k4f access 1s PietL""Copl­ as% pe,riA ce.. e. P-4 *4r# -V4 73ee._r)
0.�L ICS
,6
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ov
Phone No.
Lot No. (s) (if many, attach additional page with list)
- - ext.
PO4
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
Yes ❑No [INA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? ❑Yes VINo
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 Rwanmade ❑Unknown
. It"/
e. Is proposed work within city limits or planning jurisdiction?
f. If applicable, list the planning jurisdiction or city limit the proposed
19Yes []No
falls within.
Dwork
tgi'�tKS'Wl
4. Site Description
a. Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft.)
15 95 pt
02 gaes
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)
S, dt60j jt OKNHW or ❑NWL
e. Vegetation on tract
IWMJJT vie adl !/ � � wru &.5.5 ja PL o rfa ! S b s City AGCS e*,.• �
COeLS�/ We4-Coy+ds 6r, vy -e-,
f. Man-made features and uses now on tract
�acl► hof 1h Scebdsdts/eti k4f access 1s PietL""Copl­ as% pe,riA ce.. e. P-4 *4r# -V4 73ee._r)
e 3 ov+el �'�:'' �.srh.:.sgpil 4rr�1.+�' ,SCG"''�, �f %.e d fHt� � oar G°iSi�s«9 P rerJ►s ��e- Roe v'C �:^'►
l�e,devy fp S/./�: 6W
pyhensd 04 -S W^ d, eoM'�`sr /react+` ee� Sf+�
g. Identify and describe the existing land uses adjacent to the proposed project site.
tt��
RtSIG�B/�Tf al S�r3/C �M r�7 AC m-51aNd /0{T 4k re 0'J0'L 5 ^:s !-e 1Y-Poyr�,
h. How does local government zone the tract?
i. Is the proposed project consistent with the applicable zoning?
R—% 1;/*.7/e -o»"117 /`esld0*40./
(Attach zoning compliance certificate, if applicable)
Yes ❑No [INA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? ❑Yes VINo
k. Has a professional archaeological assessment been done for the tract? If yes, attach a copy. ❑Yes o ❑NA
If yes, by whom?
I. Is the proposed project located in a National Registered Historic District or does it involve a ❑Yes Vo ❑NA
National Register listed or eligible property?
<Form continues on next page> RECEIVED
DCM WILMINGTON, NC

Form DCM MP -1 (Page 3 of 4)
APPLICATION for
Major Development Permit
m. (i) Are there wetlands on the site? AYes ❑No
(ii) Are there coastal wetlands on the site? jj lYes ❑No
(iii) If yes to either (i) or (ii) above, has a delineation been conducted? ❑Yes Q No
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
WASkwia'ea' S yS4e+n
o. Describe existing drinking water supply source.
vtv^rW� cv I xfeef
p. Describe existing storm water management or treatment systems.
/0091,"
5, Activities and Impacts
a. Will the project be for commercial, public, or private use? ❑Commercial ❑Public/Govemment
Qiprivate/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
��'�^" (JI eGJ Gh"3— J � Ariel! C&CAA, —
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.
/1/-1yt �„ l�/! b�<�s�k//� us.►•y ,,�'. j �-,F Pr^� .fyS wi-�• 2 us. tva�)tp a..�P
d. List all development activities you propose, ttk-r 416FS 3
Qat l d pori t, d a4�, 4.#a 6-4 Ak S'
CkokseS�
e. Are the proposed activities maintenance of an existing project, new work, or both? /tGiW l'4rLX
f. What is the approximate total disturbed land area resulting from the proposed project? XSq.Ft or ❑Acres
g. Will the proposed project encroach on any public easement, public accessway or other area ❑Yes gNo [INA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
p ^t-
i. Will wastewater or stormwater be discharged into a wetland? ❑Yes §6No [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 RNo ❑NA
If yes, attach a mitigation proposal.
<Form continues on back>
RECEIVED
DCM WILMINGTON, NC

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) — (f) 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/1i.G, rcPeA*s a -c- Phone No.
Address p0 9ox yL2-Z 140-goe, /VJ'
Name SarrMy (JANE Act rn Phone No.
Address �7 /�ioASft./` Q r.�ct ESrrwfa;S Sa pP/yli NG QSY62 _
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.
41a* 4�0'f
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.
1 7. Certification and Permission to Enter on Land f
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 7 -/ % 2?,0/ 7' Print Name '9� • 11114 �5 a V �-
Signature
Please indicate application attachments pertaining to your
❑DCM MP -2 Excavation and Fill Information
❑DCM MP -3 Upland Development
[{DCM MP -4 Structures Information
❑DCM MP -5 Bridges and Culverts
RECEIVED
DCM WILMINGTON, NC

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
a. (i) Is the docking facility/marina:
❑Commercial ❑PublicJGovemment $Private/Community
c. (i) Docks) and/or ier(s)
(ii) Number
(iii)Length
iy F71-
f(iv)
(iv)Width�f
(v) Floating
❑Yes []No
e. (i) Are Platforms included? ❑Yes []No
If yes:
(ii) Number
(iii) Length
(iv) Width
(v) Floating ❑Yes ❑No
Note. Roofed arras are calculated from dripline dimensions.
g. (i) hUmberof slips proposed
(ii) Number of slips existing
i. Check the proposed type of siting:
❑ Land cut and access channel
❑Open water, dredging for basin and/or channel
Iffopen water, no dredging required
[]Other; please describe:
k. Typical boat length: Q'�pCY
m. (i) Will the facility have be pilings?
❑Yes fANo
(ii) If yes number of tie pilings?
El This section not applicable
b. (i) Will the facility be open to the general public?
❑Yes [)JNo
d. (i) Are Finger Piers included?Yes INo
Ifyes:
(ii) Number
(iii) Length
t `
(iv) Width
(v) Floating
[]Yes XNo
f. (i) Are Boadifts
included? XYes ❑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:
1=1—
E] 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).
ao-ay t spa, skins Gaa4s
I. (i) Will the facility be open to the general public?
[]Yes '�No
RECEIVED
DCM WILMINGTON, NC

Form DCM MP -4 (structures, Page 2 of A)
;2. DOCKING FAEtl/TIrIMARWA OPERA77OKS [3 This section not appUcabte
a. Check each of the following sanitary facilities that will be included in the proposed project
❑ Office Toilets
❑ Toilets for patrons; Number. ; Location:p/n11��t
0 Showers 1
❑ Boatholding tank pumpout; Give type and location: u2111 60mdw w Lee,i`+ if e—MeIh7�-
T v
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 or
' -_ �"1. «.. �� /,•� .mss G S �� `
h• Give the number of channel markers and 'No Wake* signs proposed. a
i. Give the location of fuel -handling facilities, and describe the safety measures planned to protect area water quality.
Aja ,lHa/ iiarrsr/rr� W�, .,4e a�llt rs1 Dyt to/.l`�
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?
,o re c-f+s x eaa-sig.s1�'ie7 1c/ m7' SM
�/Y//CCs /ivy iAcluwe A06" o%✓y-

m. Is the marinaidocking facility proposed within a primary or secondary nursery area?
C.Yes ❑No
n. Is the mari�rr]]_aidocking facility proposed within or adjacent to any shellfish harvesting area?
❑Yes ,dINo
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 OSB
OWL ❑None
p. Is the proposed marinaidocking facility located within or within close proximity to any shellfish leases? ❑Yes JNNo
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/Govemment Private/Community
(ii) Number �E—__
(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.) gThis section not applicable
a. (i) Number
(ii) Length
(iii) Width
5. BREAKWATER (e.g., wood, sheetpile, etc.) �Qfhis 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 AThis section not applicable
a. Is the structure(s): b. Number
❑Commercial ❑Public/Government ❑Private/Community
c• Distance to be placed beyond shoreline d. Description of buoy (color, inscription, size, anchor, etc.)
Note: This should be measured from marsh edge, if present.
e. Arc of the swing
RECEIVED
DCM WILMINGTON, NC

T. GENERAL
a. Proximity of structures) to adjacent riparian property lines b. Proximity of structure(s) to adjacent docking facilities.
Note: For bto-y or mooring piling, use arc of swing inclowrig length
of vessel.
c. Width of water body jt�4
e. (i) Will navigational aids be required as a result of the project?
❑Yes Xlo ❑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
-A,rh 3`NLW
8. OTHER ❑This section not applicable
a. Give complete description:
//-//—/7
Date
iP. c,A afffneve t4kfi 1-Mmkov 'Fac d
Project Name If
I'll W om s
Applicant Name
�4* 2 ,.-o
Applicant Signature
RECEIVED
DCM WILMINGTON, NC

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RECEIVED
DCM WILMINGTON, NC