WDN Bailey/Bailey & Associates (2)

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Application Processing Notes
Applica
Type: (check all that apply)
New Major Mod_ Permit# Minor Mod_ Renewal_ Transfer
Permit Coordinator:
Field
Date Time Message /

WEssELL & RANEY, L.L.P.
ATTORNEYS AT LAw
POST OFFICE Box 1049
WILMINGTON, NORTH CAROLINA 28408-1049
JoRN C. WMSEnn, III
W MSEi.IQREt1.BOUTu.N W
WRa A. RAN , JR.
WARAKE Off ,T OUTR.NET
July 2, 2015
Mr. Braxton Davis
400 Commerce Avenue
Morehead City, NC 28557
Mr. Doug Huggett
400 Commerce Avenue
Morehead City, NC 28557
Mr. Robb Mairs
127 Cardinal Dr. Ext.
Wilmington, NC 28405
Re: CAMA Major Permit Application
Bailey & Associates, Inc., Applicant
Grandview Community Marina
202 Summer Rest Road
Dear Messers Davis, Huggett and Mairs:
STRE ADDRMS:
107-B NORTR 2m STREET
WR. WIN N,NC 98401
TmIwRoNE: 910-789-7475
FAcemfRs: 910-789-7557
We represent the Town of Wrightsville Beach ("Town"). This letter is written to express the
objection of the Town to issuance of a CAMA Major Development Permit to Bailey & Associates, Inc.
for a proposed marina project called Grand View Community Marina at 202 Summer Rest Road,
Wihnington, NC. The application is dated June 8, 2015. The cover letter with the application is dated
June 9, 2015. The application provided to the Town by the applicant contains copies of letters to adjacent
riparian owners dated June 18, 2015.
The Town is adamantly opposed to issuance of a permit for this proposed project. The Town's
opposition has been expressed several times in the past when other proposals have been made for changes
to the existing facilities at this site. The Towns opposition is based primarily on the fact that the
proposed facilities are located on, over and around the Town -owned sanitary sewer force main which
carries all of the raw sewage from the Town to a wastewater treatment plant on the mainland owned and
operated by the Cape Fear Public Utility Authority. The sewer line is known as the Northeast Interceptor
or NEI.
The Town commented on a prior proposal by the applicant in a letter dated October 1, 2008.
Excerpts from that letter are as follows:
RECEIVED
JUL 0 6 205

July 2, 2015
Page 2
"1. Unreasonable danger to Town of Wrightsville Beach sewer line -
There is a main sewer line known as the Northeast Interceptor which carries all
of the sanitary sewage from the Town of Wrightsville Beach to a regional
wastewater treatment plant. If this line were to be damaged during pier
construction, pier maintenance, dredging or operation of vessels, the damage to
public health and the environment would be catastrophic. The plan discloses
many reasons why this concern is real and immediate.
1.3. Maintenance — The need to periodically maintain, repair or
replace the sewer line will be made impossible by the existence of the pier and
docks.
1.4. Emergency Repairs — The need for emergency repairs is even
more problematic as every minute that repairs are delayed could result in
hundreds of gallons of raw sewage entering the water. Removal of the vessels
and structures would surely take hours to accomplish before repairs could begin.
Recent experience with other portions of the Northeast Interceptor sewer line in
the vicinity of Hewlett's Creek shows that sewer lines of this vintage have a real
possibility offailure.
Z Holation of Town Is easement rights - The Town obtained an easement
from the State of North Carolina to locate this sewer line on state owned
submerged lands. The Town also acquired a CAMA Major Permit with renewals
and modifications for installing the sewer line...
The permit application in paragraph X.D. indicates that all work was to
be done in DOT right-of-way and waters owned by the State of North Carolina.
The current application of Bailey & Associates shows that the sewer line crosses
the high water mark at a point on the DOT right -of way. The sewer line then
proceeds into the riparian area of the DOT right-of-way property. The DOT
(State of North Carolina) riparian area is established by extending the riparian
line from the high water mark perpendicular to the channel of Motts Creek.
The easement from the State of North Carolina to the Town of Wrightsville
Beach gives the Town property rights in the area over which the pier[is] built. It
is fundamental real estate law that the owner of the land over which an easement
is granted cannot "use his land in such away as to obstruct or interfere with the
exercise of the easement or inconsistent with its purposes... ". Webster's Real
Estate Law in North Carolina. 5`t' Edition, Hedrick & McLaughlin, §15.23. The
construction of piers and docks within the easement granted by the State of North
Carolina to the Town of Wrightsville Beach obstructs and interferes with the
Town's exercise of its easement rights and should not be allowed. " RECEIVED
(copy of 2008 letter is enclosed)
JUL 0 0 2015
V,:M�"hw cwu

July 2, 2015
Page 3
The Town would like to elaborate on those objections and draw attention to certain rules and legal
principles that the Town believes require denial of the application.
The principal objections relate to property rights and public safety and can be summarized as
follows:
The applicant is proposing to do work in a riparian area to which it has no rights.
2. The applicant is infringing on the easement rights granted by the State of North Carolina to
the Town for construction of the NEI.
3. The construction and use of the marina will increase the risk of damage to the sewer line
and the existence of the pier and dock and docked vessels will delay emergency response to a catastrophic
spill caused by damage or normal deterioration.
The Town would like to supplement its prior comments regarding riparian area and easement
rights as follows:
Riparian Area
The applicant's ownership extends only to the mean high water line. A Declaration of Final
Resolution of Claim to Submerged Land recorded in Book 2317 at Page 398 of the New Hanover County
Registry denies the applicant's claim to any areas below mean high water. At the eastern end of the
applicant's property where applicant's property line intersects the North Carolina DOT right of way
property line the applicant's shoreline faces Motts Creek. A line perpendicular to Motts Creek channel is
the appropriate delineation of the riparian area allocated to the applicant. The issuance of prior permits
and permit modifications allowing construction of a pier and docks in the NCDOT riparian area were
made in error. This error should not be compounded by a significant enlargement of these structures and
the allowance of dredging in areas that are not within the applicants riparian corridor.
Encroachment on Town Easement
The Town was granted an easement by the State of North Carolina "to construct, install, improve,
replace, inspect, repair and maintain a sanitary sewer pipeline" as depicted on drawings attached to the
easement. The easement was approved by the Governor and Council of State on May 4, 1982 and signed
by the Governor on Mav 27. 1982.
This easement grants rights that are superior to any rights purportedly conferred by a CAMA
Permit for construction of a pier and docks in the same location. The State has no right to grant an
easement or other authorization for any person to utilize the same easement area already conveyed to the
Town if the additional use impairs the authorized use by the Town. (See US v. Seagate, Inc., 397 F Supp.
1351 (EDNC 1975). An owner can grant easements to third parties allowing third parties to use an
easement area previously granted, but only if "such additional easements do not unreasonably interfere
with the original easement holders usage of the original easement." Webster's Real Estate Lati (WW6rth
JUL 06 20h

July 2, 2015
Page 4
Carolina, 6`l' edition, Section 15.23. The location of pier and dock structures within the Town's easement
constitutes an unreasonable interference with the Town's right to construct, maintain and repair its sewer
line.
In addition, the Town asks that DCM carefully consider the following CRC rules that the Town
believes require denial of the permit application:
7H.0207(c) & (d)
7H.0208(a)(2)(G)
7H.0208(b)(5)(A)
7H.0208(b)(5)(D)
7H.0208(b)(5)(F)
7H.0208(b)(5)(H)
7H.0208(b)(6)(G)(ii)
7H.0208(b)(6)(I)
The Town would welcome the opportunity to discuss these concerns with appropriate
representatives of DCM. Thank you for your consideration of these comments.
Yours very truly,
WESSELL & RANEY, L.L.P.
C .
John C. Wessell, III
JCW:dc
JC WNWbch\WO8-097-C 100
RECEIVED
JUL 0 6 1015

I
Joan C. WESSELL, III
WESSELIQBELLSOUTH.NET
WmLum A. RANEYY, JR.
WARANEYOBELLSODTH.NET
WESSELL & RANEY, L.L.P.
ATTORNEYS AT LAW
POST OFFICE BOX 1049
WILMINOTON, NORTH CAROLINA 28402-1040
October 1, 2008
VIA U.S. MAIL AND FAX [phone])
Mr. Steve Everhart
Division of Coastal Management
127 Cardinal Drive Ext.
Wilmington, NC 28405
Re: CAMA Major Permit #84-01
Bailey & Associates, Inc.
Modification application
Dear Mr. Everhart:
STREET ADDRESS:
107-D NORTH HMO STREET
WnAGNG ON, NC 28401
TELEPHONE: [phone]
FAcsnax E: 910-762-7557
We represent the Town of Wrightsville Beach. The Town has
received notice of an application for an additional modification of
Permit 84-01 now held by Bailey & Associates, Inc. The modification
request was mailed to the Town by letter dated September 15, 2008
from Jim Hundley of Waterline, a marine contractor. The Town submits
the following comments on the application and objects to the permit
modification for the following reasons:
APPLICATION ISSUES
MP-1 Form
4.a. - The total length of shoreline along the high water
line is only about 4001, not the 850+/- claimed. The applicant
apparently measured the shoreline length either along the low water
line or a combination of the low water line and an arbitrary line
through the marsh.
4.b. - The size of the tract should be calculated as the
area above mean high water. This area appears to be in the
neighborhood of 8,000 square feet rather than the 43,877 square feet
claimed by the applicant. Most of the square footage claimed by the
applicant is submerged land.
RECEIVED
JUL 0 6 10b
Wi;Mq "MW 49Wx

Mr. Steve Everhart
October 1, 2008
Page 2
MP-4 Form
2. - Section 2 of MP-4 relating to docking facility and
marina operations is marked "this section not applicable". Although
the amount of dock space appears to qualify this for a marina
designation, the applicant contends that it is limited to 10 slips.
Nonetheless, it is a docking facility that will have the capability
of docking large vessels and the form should be completed. In
particular, the Town of Wrightsville Beach has concerns about
uncontrolled discharge of waste from marine heads and the applicant
should provide information on this issue.
7.a. - The location of the riparian property line is
represented to be 15' south of the proposed structures. However, the
bulk of the structures are located within the riparian area of the
North Carolina Department of Transportation. This issue will be
addressed in subsequent parts of this letter.
OBJECTIONS AND GROUNDS FOR PERMIT DENIAL
1. Unreasonable danger to Town of Wrightsville Beach sewer
line - There is a main sewer line known as the Northeast Interceptor
which carries all of the sanitary sewage from the Town of
Wrightsville Beach to a regional wastewater treatment plant. If this
line were to be damaged during pier construction, pier maintenance,
dredging or operation of vessels, the damage to public health and the
environment would be catastrophic. The plan discloses many reasons
why this concern is real and immediate.
I.I. Construction - The location of the sewer line is not
shown on the plan beyond the first finger pier. The gazebo and all
four finger piers are proposed to be built over the line, but it is
unclear where the pilings to which the finger piers are attached will
be located. The driving or jetting of pilings has the real potential
of damage to the sewer line during construction.
1.2. Dredging - The plan is not clear regarding the extent
of dredging but it appears that the dredging is proposed up to and
perhaps beyond the sewer line where the line goes under the
westernmost finger pier. The dredging is proposed to a depth of -6'
MLW. At least part of the line near the low water mark is only -2
below the ground surface. As the line proceeds under the proposed
gazebo into the area proposed for dredging, the notation on the plan
indicates that the sewer line is 2' below the mud line. The water
depth in this area is about -3' MLW, thereby putting the sewer line
at -5' MLW. This results in dredging to a depth below the sewer
line. Obviously it is impossible to dredge to -6' MLW in this area
without damaging or affecting the integrity of the line. Even` fElt%e
JUL 0 6 2015
40 :",Qw4 A"A

Mr. Steve Everhart
October 1, 2008
Page 3
dredging stops short of the line, the sloughing of the soil could
cause the line to become exposed or to be unsupported.
1.3. Maintenance - The need to periodically maintain,
repair or replace the sewer line will be made impossible by the
existence of the pier and docks, including the fixed structures such
as the gazebo. Bolting the floating section is not adequate
accommodation for maintenance or repair as the entirety of the finger
piers and associated pilings would have to be removed to accommodate
construction barges.
1.4. Emergency Repairs - The need for emergency repairs is
even more problematic as every minute that repairs are delayed could
result in hundreds of gallons of raw sewage entering the water.
Removal of the vessels and structures would surely take hours to
accomplish before repairs could begin. Recent experience with other
portions of the Northeast Interceptor sewer line in the vicinity of
Hewlett's Creek shows that sewer lines of this vintage have a real
possibility of failure.
2. Violation of Town's easement rights - The proposed gazebo and
all four finger piers are constructed over the Town's sewer line.
The Town obtained an easement from the State of North Carolina
("Easement" attached as Exhibit A) to locate this sewer line on state
owned submerged lands. The Town also acquired a LAMA Major Permit
with renewals and modifications for installing the sewer line.
(Permit and application attached as Exhibit B). Exhibit B consists
of the renewal modification permit issued in March 1982 and a further
modification issued in July 1982. The Town records did not include
the original permit apparently issued in 1978.
The permit application in paragraph X.D. indicates that all work
was to be done in DOT right-of-way and waters owned by the State of
North Carolina. The current application of Bailey & Associates shows
that the sewer line crosses the high water mark at a point on the DOT
right -of way. The sewer line then proceeds into the riparian area of
the DOT right-of-way property. The DOT (State of North Carolina)
riparian area is established by extending the riparian line from the
high water mark perpendicular to the channel of Motts Creek.
The easement from the State of North Carolina to the Town of
Wrightsville Beach gives the Town property rights in the area over
which the pier, the gazebo and all of the finger piers are proposed
to be built. It is fundamental real estate law that the owner of the
land over which an easement is granted cannot "use his land in such a
way as to obstruct or interfere with the exercise of the easement or
inconsistent with its purposes...". Webster's Real Estate Law in
North Carolina, 5tt Edition, Hedrick & McLaughlin. The construction
'2FCEIVED
JUL 0 6 2015
HS1M-4pAC1 G.1I �.

Mr. Steve Everhart
October 1, 2008
Page 4
of piers and docks within the easement granted by the State of North
Carolina to the Town of Wrightsville Beach obstructs and interferes
with the Town's exercise of its easement rights and should not be
allowed.
3. Violation of CAMA and CRC Rules
3.1 G.S. 113A-120(a)(2) - The proposed development is in
the estuarine waters AEC and must meet the standards in G.S. 113-
229(e) which are incorporated by reference in G.S. 113A-120(a) (2) .
G.S. 113-229(e) provides, inter alia, that a permit application can
be denied if "there will be a significant adverse effect on the
public health, safety or welfare...". In this case the expanded
docking facilities/marina will extend into an area that is heavily
used at times as a safe navigation/waiting area for vessels waiting
to use the North Carolina Wildlife Resources Commission boat ramp at
Wrightsville Beach. The proposed docking facility is also located in
the navigation area for vessels waiting for periodic bridge opening
of the Wrightsville Beach drawbridge. This is an extremely congested
area and further obstruction of navigable water constitutes a
significant adverse effect on the public health, safety and welfare.
The safety issue is compounded by the applicant's indication
that the typical size of the vessels using the facility will be 65
feet. Vessels of this size will have a difficult time maneuvering
into the slips proposed even if the area were not congested by other
boats. Navigation in and out of the slips will be further
complicated by the fact that there is a significant current in the
entire area of the proposed docks.
The public health, safety and welfare will also be significantly
adversely affected by the construction of the pier and docking
facilities over the main sewer line for the Town of Wrightsville
Beach. (See previous comments).
3.2. - G.S. 113A-120(a)(5) - Public trust waters
The proposed development is in the Public Trust Water AEC.
The statutory standard for this AEC requires the development to be
denied if it will jeopardize the public rights or interests specified
in G.S. 113A- 113 (b) (5) . Among public trust rights is the right of
navigation. The extended proposed docking facility is located in an
area heavily used for public navigation. The slips extend across the
deepest water leading to the docking facilities located along Summer
Rest Road. The 5 outermost slips are over the deepest water
providing navigation to and from Motts Creek. The docks occupy the
channel leading from the private boating facilities along Summer Rest
Road to the channel of the AIWW.
RECEIVED
JUL 0 6 2015
u""- NU €ffu

Mr. Steve Everhart
October 1, 2008
Page 5
3.3. - G.S. 113A-120(a)(8) - State Guidelines and Local
Land Use Plans - The proposed project is inconsistent with
State guidelines found in 15A NCAC, subchapter 7H and within the
Local Land Use Plan for New Hanover County and Wilmington.
3.3.1. - 7H.0207(c), (d).
The proposal is inconsistent with the management objective of
protecting public rights of navigation and recreation set forth in
.0207(d) which states:
"In the absence of overriding public benefit, any
use which significantly interferes with the public
right of navigation or other public trust rights
which the public may be found to have in these
areas, shall not be allowed."
While piers and even marinas are examples of the uses acceptable
in public trust areas, they are subject to the proviso that "such
uses will not be detrimental to the public trust rights."
For the reasons stated above, the public has an intense and
necessary navigational use of the area which should not be preempted
by the construction of the docking facility. The above -referenced
rules specifically provide that "projects which would directly or
indirectly block or impair existing navigation channels, ... are
generally considered incompatible with the management policies of the
public trust areas."
3.3.2. - 7H.0208(a)(2)(H)
Among the general use standards applicable to coastal
wetlands, estuarine waters and public trust areas is the following:
"Development shall not impede navigation or
create undue interference with access to, or
use of, public trust areas or estuarine
waters."
3.3.3. - 7H.0208(b)(5)
This facility should be considered a marina because the
extent of the dockage space readily accommodates in excess of 10
boats for permanent dockage.
3.3.4. - 7H.0208(b)(5)(B)
RECEIVED
JUL 0 6 2015
cok_140AA,y G„K

Mr. Steve Everhart
October 1, 2008
Page 6
This rule provides that for marinas associated with
residential development are allowed no more than 27 square feet of
public trust area for every linear foot of the shoreline. An
accurate measure of the applicant's shoreline along the normal high
water mark is only about 4001. This allows the use of 10,800 square
feet of public trust area. The public trust area occupied by the
proposed docks, not including the access pier, is roughly 16,000
square feet.
3.3.5 - 7H.0208(b)(5)(F)
This rule requires approval of controlling parties in areas
which have been deeded by the State. The State has granted a deed of
easement to the Town of Wrightsville Beach for the Town's sewer line
which is located where the pier and docking facilities are proposed.
3 . 3 . 6 - 7H. 0208 (b) (5) (H) , (I)
The applicant's proposal does not "minimize
on navigation and public use of public
applicant "avoid adverse impacts on
maintained channels and their immediate
the above -referenced rule. The applicant
size of the facility and to navigation
money at the expense of public uses.
3.3.7 - 7H.0208(b)(6)(D)
adverse effects
trust areas" nor does the
navigation in federally
boundaries" as required in
has no right to expand the
areas simply to make more
The above -referenced rule limits the square footage of
docking facilities based on the applicant's shoreline length. As
previously set forth, the length of the applicant's shoreline is
about 400' rather than the 850' claimed by the applicant. The
applicant is allowed 4 square feet per linear foot of shoreline or
1,600 square feet for the combined area of "T"s finger piers,
platforms and decks. The combined area for these facilities proposed
by the applicant is 4,004 square feet if all of the floating docks
are considered finger piers, or 3,304 square feet if the main
floating dock is considered a part of the pier. In either case the
combined total area greatly exceeds the area allowed by the rule.
3.3.8 - 7H.0208(b)(6)(J)(ii)
The applicant's proposal extends the pier, including the
finger piers, into the channel of Motts Creek. The above -referenced
rule prohibits structures which extend into the channel portion of a
water body. RECEIVED
JUL 0 6 1015
�M'�'a Clrw

Mr. Steve Everhart
October 1, 2008
Page 7
3.3.9 - 7H.0208(b)(6)(J)(iii)
The proposed docking facility extends more than 1/4`" the
distance across the body of water. The applicant indicates that the
width of the water body is 485, measured from the edge of the marsh
on the west side of the Intracoastal Waterway to the high water mark
on the east side. This allows a facility to extend 121.251 from the
edge of the marsh into the body of water. The floating dock
structures extend about 160' from the edge of the marsh, thus
exceeding the 1/41" rule by a significant amount.
In addition, when a creek or channel comes into a larger
body of water such as is the case here, the 1/4`" rule should use the
equidistant method of establishing a center line for the body of
water so that a 1/41° width can be established as the smaller channel
enters the larger body of water. This assures that the center M of
the body of water remains open for public use. Although the Motts
Creek area in this location consists of a complicated shoreline, it
appears that the finger piers extend well into the middle % of Motts
Creek Channel as it connects to the Intracoastal Waterway, thereby
violating the 1/4`" rule.
3.3.10. - Wilmington/New Hanover County Land Use Plan, Part
III, Section A, Policy 3.20
In relevant part the above -referenced policy states:
"Prohibit new dredging activities in shell fishing waters (SA)...".
There are exceptions to this policy for certain activities and for
areas previously dredged, none of which are applicable to this
application. This prohibition is similar to, but much broader than,
the CRC rule that prohibits new dredging in primary nursery areas
(PNAs). The City/County policy applies to outstanding resource
waters and SA waters in addition to PNAs. The prohibition extends to
all SA waters whether open to shell fishing or not. When I
questioned the City and. County staff during the development of the
plan concerning the breadth of the SA dredging prohibition, they
responded that they intended the policy to apply to both open and
closed shell fishing waters. Accordingly, the dredging portion of
the project is inconsistent with the City/County Land Use Plan.
3.3.11. - Wilmington/New Hanover County Land Use Plan, Part
III, Section A, Policy 3.4 and Strategies 3.4.5 and 3.4.6
These policies relate to eliminating pollution from
municipal wastewater treatment systems by assuring continuing
inspection, maintenance and repair. The location of the fixed parts
of the proposed pier and the floating docks and associated pilings
directly over the City/County main sewer line serving all of
Wrightsville Beach will provide a significant obstacle to inspecting,
RECEIVED
JUL 0 6 za
W-NwHo C�!>,

I
Mr. Steve Everhart
October 1, 2008
Page 8
maintaining and repairing the sewer line in accordance with this
policy.
For the reasons stated herein the Town of Wrightsville Beach
respectfully requests that the permit modification requested by
Bailey & Associates be denied.
WAR:dc
CC: Mr. Bob Simpson
Mr. John C. Wessell, III
Mr. Mike Vukelich
JC \wr h\W08-09]-00]
Sincerely,
WESSELL & RANEY, L.L.P.
Attorneys for Town of
Wrightsville Beach
William A. Raney, Jr.
RECEIVED
JUL 0 6 1015
ucao-wMW Q

i
NIC-.
Coastal Management
ENVIRONMENTAL OUALITV
March 15, 2016
Mr. Steve Morrison
Land Management Croup, Inc.
3805 Wrightsville Ave., Suite 15
Wilmington, NC 28403
PAT MCCRORY
GoNmor
DONALD R. VAN DER VAART
Secretary
BRAXTON DAVIS
Director
Re: Request for CAMA Application Withdrawal- Grand View Community Marina
Dear Mr. Morrison:
This letter is in reference to the CAMA Major Permit application request that you submitted to the
Division of Coastal Management on June 9, 2015, on behalf of Bailey & Associates, for a proposed
community marina at 202 Summer Rest Road, Wilmington, New Hanover County. A request for
additional information was sent on August 9, 2015, and the application has been on hold since that
date.
On February 26, 2016, the Division of Coastal Management received your request to withdraw the
permit application referenced above. As such, this file will be retired and considered closed in
status.
Please contact me at (910)-796-7302, or by email at: heather.coats(i4ncdenr.gov if you have any
question of if I can be of additional assistance.
Sincerely,
Y��ca?�. Cozzi
Heather Coats
Assistant Major Permits Coordinator
Cc: MHC Files/WiRO Files
Nothing Compares..,._
RECEIVED
MAR 21 2016
DCM— W H C d Y
State of North Carolina I Environmental Quality I Coastal Management
127 Cardinal Drive E)d., Wilmington, NC 28405
910-796-7215

LMG
LAND MANAGBMW GROUP tin
Environmental Consultants
February 26, 2016
Mr. Robb Mairs
Division of Coastal Management
127 Cardinal Drive Extension
Wilmington, N.C. 28405-3845
Re: CAMA Major Permit Application
Grand View Community Boating Facility, AIWW, New Hanover County
Dear Robb,
Oh behalf of Bailey and Associates, Inc., I am requesting withdrawal of the CAMA Major Permit application
accepted as completed in June 2015 for proposed expansion of the docking facility at 202 Summer Rest Road,
Wilmington, NC. Plans for the proposed expansion have been modified in response to agency comments received
during review of that application. At the direction of NCDCM, the application was re -submitted as a new permit
application in February 2016. In order to allow for continued processing, it is requested that the earlier (2015) permit
application be withdrawn.
Sincerely,
/Ve-1/47v
Steve Morrison
Environmental Consultant
Cc: Bailey and Associates, Inc.
aECEiVED
DCM WILMINGTON, NC
FEB 2 8 2616
RrECEV .3
MAR 21 2016
DCM- [:�HC Ci ;+Y
www.lmgroup.net • [e-mail] • Phone: [phone] • Fax: [phone]
3805 Wrightsville Ave., Suite 15, Wilmington, NC 28403 • P.O. Box 2522, Wilmington, NC 28402

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receipt is not needed, detach and affix label with postage and mail. t
IMPORTANT: Save this receipt and present it when making air inquiry.
Internet access to delivery information is not available on mail
addressed to APOs and FPOs.

A
KOM
North Carolina Department of Environment and Natural Resources
Pat McCrory'
Governor
August 9, 2015
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Bailey and Associates
c/o Chris. Bailey
P.O. Box 400
Jacksonville, NC 28541
Donald R. van der Vaart
Secretary
SUBJECT: Coastal Area Management Act (CAMA) Permit Application Submittal for
Grand View Community Marina, New Hanover County
Dear Sirs:
This letter is in response to the above referenced CAMA permit application, which was accepted
as complete by the Division's Wilmington regional office on June 9, 2015. Processing of the
application is ongoing. However, it has been determined that additional.information will be
required prior to the. Division taking final action on your application. These required items are
summarized below:
1) In accordance with 15A NCAC 07H.0208(a)(2)(B), it is the policy of this Division that,
prior to taking final action on a project of this nature, a Water Quality Certification for
the proposed development must first be approved by the Division of Water resources
(DWR). Based upon the attached request for information from the DWR dated July 30,
2015, it appears as though additional information from the applicant will be required
before a final decision on the issuance of a Water Quality Certification can be made.
Therefore, it is necessary that processing of your permit application be placed in
abeyance until such time as the required information is provided to the DWR, a Water
Quality Certification is issued for the project, and a copy of the approval supplied to this
office.
2) In accordance with 15A NCAC 07J.0204(b)(4), a CAMA Major Permit application must
contain a copy of a deed or other instrument under which the applicant claims title to the
property(s) where the proposed development is to take place. In this case, the North
Carolina Department of Transportation (NCDOT) has indicated through numerous e-
1601 Mail Service Center, Raleigh, North Carolina 27699-1601
Phone: [phone] Internet: www.nodenr.gov
An Equal Opportunity t Affirmative Action Employer — Made In pad by recycled paper

mails (see attached) that NCDOT maintains a 150' right of way within the AIW W
adjacent to the Wrightsville Beach Bridge. NCDOT has further indicated that "no
encumbrances" will be allowed with this right of way,_ Due to the fact. that a portion of
the proposed project will take place within NCDOT's right of way, the Division must
now consider the permit application for the proposed project incomplete until such time
as either a) the NCDOT grants permission in writing for the project to take place within
their right of way, or b) the project is modified in a manner that eliminates any
encroachment into the NCDOT right of way.
If you can provide to this office a copy of the requested information within five working days
from the date of this letter, DCM staff will continue processing of the application and the
processing clock will not be suspended. If the required information is not received in this office
within the specified timeframe, processing of the application will be suspended in accordance
with 15A NCAC 07J.0204(d) until such time as the requested information is provided.
If you have any questions concerning these matters, please feel free to contact me by telephone
at [phone], or by email me at [e-mail].
S' !rely,
Doug Huggett
Division of Coastal Management
Major Permits Coordinator
Cc: Robb Mairs, DCM
Jim Gregson; DWR
Steve Morrison, LMG

Huggett, Doug
From: Mairs, Robb L
Sent: Tuesday, July 14, 2015 12:33 PM
To: Huggett, Doug
Subject: FW: Application for CAMA Major Permit, 202 Summer Rest Road, Wilmington, NC
Attachments: img-713112130-000I.pdf; img-713112204-0001.pdf
Doug,
Here is an email received from Stoney Mathis with the NC DOT in receipt of the notification he received.
Thanks,
From: Mathis, Stonewall D
Sent: Monday, July 13, 2015 11:19 AM
To: Mairs, Robb L
Cc: Law, Anthony W; Ray, Carl E; Thompson, Hugh; Collette, Karen E.; McCracken, Marty; Hughes, Benjamin T; Mathis,
Stonewall D
Subject: RE: Application for CAMA Major Permit, 202 Summer Rest Road, Wilmington, NC
Hey Robb,
I am in receipt of the attached package (comprised of the two attachments to this email).
The Department's comments remain the same as stated in the May 26th email response below from Ben Hughes.
Thank you,
Stonewall Mathis
From: Hughes, Benjamin T
Sent: Tuesday, July 07, 2015 2:29 PM
To: Mairs, Robb L
Cc: Law, Anthony W; Ray, Carl E; Thompson, Hugh; Mathis, Stonewall D; Collette, Karen E.; McCracken, Marty
Subject: FW: Application for CAMA Major Permit, 202 Summer Rest Road, Wilmington, NC
Robb,
We've received the following re -submittal for comment (attachment 201507071410.pdf).
The Departments comments remain the same as stated in my May 26th email response below.
Thank you,
Benjamin T. Hughes, PE
Senior Assistant District Engineer
North Carolina Department of Transportation
300 Division Drive, Wilmington, NC 28401
office:[phone]

From: Hughes, Benjamin T
Sent: Tuesday, May 26, 2015 1:29 PM
To: 'hairs, Robb L'
Cc: Anthony Law (alawCalncdot.00v); Ray, Carl E; Thompson, Hugh; Mathis, Stonewall D
Subject: Application for CAMA Major Permit, 202 Summer Rest Road, Wilmington, NC
Mr. Mairs,
For the subject permit and request for comments (attachment 201505111120.pdf), the Department maintains that right
of way width of 150' projects over the AIWW and reiterates our previous comment that no encumbrances be allowed
within. Supporting documentation attached.
Please feel free to contact me if you have any questions.
Thank you,
Benjamin T. Hughes, PE
Senior Assistant District Engineer
North Carolina Department of Transportation
300 Division Drive, Wilmington, NC 28401
Office; [phone]
Email correspondence to and from this sender Is subject to the N.C. Public Records Law and may be disclosed to third parties.

Huggett, Doug
From: Mairs, Robb L
Sent: Thursday, July 09, 2015 3:55 PM
To: Huggett, Doug
Subject: FW: Message from "RNP0026734B386A"
Attachments: 201507091538.pdf
Doug,
Here is the signed form from DOT on the Bailey and Assoc. major permit application.
Thanks,
•..:
-----Original Message -----
From: Hughes, Benjamin T
Sent: Thursday, July 09, 2015 3:50 PM
To: Mairs, Robb L
Subject: FW: Message from "RNP0026734B386A"
Robb,
See attached, as discussed - please forward to Doug. I am getting an error when I put in the email that I have written
down for him.
Thank you,
Benjamin T. Hughes, PE
Senior Assistant District Engineer
North Carolina Department of Transportation
300 Division Drive, Wilmington, NC 28401
Office: [phone]
Email correspondence to and from this sender is subject to the N.C. Public Records Law and may be disclosed to third
parties.

l" DISTRICT 3
� "A I;lCjri 2 g 2015
NCDENR RECEIVED
North Carolina Department of Environment and Natural Resource
Pat McCrory
Governor
June 25, 2015
TO: Anthony Law .
NC DOT
New Hanover County
Donald R. van der Vaart
Secretary
FROM: Doug Huggett, NC DENR-DCM Major Permits Coordinator
400 Commerce Avenue, Morehead City, NC 28557 Fax: [phone]
(Courier 11-12-69)
SUBJECT: CAMA / Dredge & Fill Permit Application Review
Applicant: Bailey & Associates, Inc. c/o Chris Bailey
Project Location: 202 Summer Rest Rd., adjacent to Motts Channel and the AIWW, in Wilmington,
New Hanover County
Proposed Project: to expand the existing docking facility for the Grand View Community Marina
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Doug Huggett at the address above by July 18, 2015. If you have any questions
regarding the proposed project, contact Robb Mairs at [phone] when appropriate, in depth
comments with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
_This agency approves of the project only if the recommended changes
ar incorporated. See attached.
=This agency objects to the project for reasons described in the attached comments.
SIGNED `�j'�— DATE 7— 9— 16
N.C. Division of Coastal Management
127 Cardinal Drive Ext., Wilmington, NO 28405
Phone: [phone] FAX: [phone] Internet www.nccoastalmaneaement.net
An Equal OpportunitylMinerva Action Employer

Huggett, Doug
From: Mairs, Robb L
Sent: Tuesday, July 07, 2015 2:42 PM
To: Huggett, Doug
Subject: FW: Application for CAMA Major Permit, 202 Summer Rest Road, Wilmington, NC
Attachments: tidewater easement to dot-2.pdf; shoreacres judgment.pdf; shoreacres map.pdf;
tidewater easement to dot.pdf; 201505111120.pdf; 201507071410.pdf
Doug,
Here are DOT'S comments for this project.
Thanks,
From: Hughes, Benjamin T
Sent: Tuesday, July 07, 2015 2:29 PM
To: Mairs, Robb L
Cc: Law, Anthony W; Ray, Carl E; Thompson, Hugh; Mathis, Stonewall D; Collette, Karen E.; McCracken, Marty
Subject: FW: Application for CAMA Major Permit, 202 Summer Rest Road, Wilmington, NC
Robb,
We've received the following re -submittal for comment (attachment 201507071410.pdf).
The Departments comments remain the same as stated in my May 26th email response below.
Thank you,
Benjamin T. Hughes, PE
Senior Assistant District Engineer
North Carolina Department of Transportation
300 Division Drive, Wilmington, NC 28401
Office: (910(2SI.26SS
From: Hughes, Benjamin T
Sent: Tuesday, May 26, 2015 1:29 PM
To: 'Mairs, Robb L'
Cc: Anthony Law ([e-mail]); Ray, Carl E; Thompson, Hugh; Mathis, Stonewall D
Subject: Application for CAMA Major Permit, 202 Summer Rest Road, Wilmington, NC
Mr. Mairs,
For the subject permit and request for comments (attachment 201505111120.pdf), the Department maintains that right
of way width of 150' projects over the AIWW and reiterates our previous comment that no encumbrances be allowed
within. Supporting documentation attached.
Please feel free to contact me if you have any questions.

Thank you,
Benjamin T. Hughes, PE
Senior Assistant District Engineer
North Carolina Department of Transportation
300 Division Drive, Wilmington, NC 28401
Office:[phone]
Email correspondence to and from this sender is subject to the N.C. Public Records Law and may be disclosed to third parties.

Pat McCrory
Governor
AACM5'S' R
North Carolina Department of Environment and Natural Resources
July 30, 2015
CERTIFIED MAIL: 7010 0290 0003 0834 4926
RETURN RECEIPT REQUESTED
Bailey And Associates
Mr. Chris Bailey
P.O. Box 400
Jacksonville NC 28541
Subject: REQUEST FOR ADDITIONAL INFORMATION
Grand View Community Marina
Dear Mr. Bailey,
Donald R. van der Vaart
Secretary
DWR # 2011-0410v2
New Hanover County
On June 29, 2015, the Division of Water Resources (Division) received your application requesting
a 401 certification to expand and existing docking facility to accommodate up to 17 vessels,
mechanically dredge an approximate area of 6,700 square feet, construct additional access piers,
floating docks, finger piers, and mooring pilings. The Division has determined that your application
is incomplete and cannot be processed. The application is on -hold until all of the following
information is received:
The Northeast Interceptor (NEI) force main carves the full amount of sanitary sewage flow
from the Town of Wrightsville Beach to a sewer pump station owned by the Cape Fear Public
Utility Authority (CFPUA). The pump station transmits the sewage to the Southside
Wastewater Treatment Plant. In the area of the proposed project, the NEI is owned by the Town
of Wrightsville Beach and is the sole means by which sanitary sewage leaves the Town of
Wrightsville Beach. For much of the previous four decades, the condition and flow capacity of
the NEI has been a concern to all entities which contribute to it, own it, and maintain it and only
recently have these issues begun to be resolved.
This proposed expansion also includes dredging of an approximate area of 6,700 square feet of
shallow bottom by bucket -to -barge (mechanical excavation) method. Although the application
states that the applicant would maintain a 15 foot separation from the NEI, based upon the plan
sheets submitted with the CAMA Major Permit application, the project includes several areas of
dredging and expansion located within a few feet of the NEI sewer line. Since only 110 lineaECEIVED
feet of the NEI was located, we have no way of determining what impact the proposed project 0 810b
would have beyond what is shown on the plans. AUG
127 Cardinal Drive Extension, Wilmington, North Carolina 28405
Phone: [phone]\ Internet: www.ncdenr.gov
An Equal Opportunity 1 AfArmetive Action Employer- Made in part by recycled paper

Grand View Community Marina
2011-0410v2
Page 2 of 4
According to the CAMA Major Permit application, in some areas the sewer line lies only two
feet below the shallow bottom. The dredging includes some areas with proposed finished
depths that will be lower than the depth of the NEI itself. This creates the potential for exposure
of the line within the project area. Should anything occur to damage the NEI or render it
inoperable, the implications to the environment, to public health, and to the costs incurred by the
Town and the CFPUA could be disastrous. To this point, the Town of Wrightsville Beach and
the CFPUA have both objected to the project as proposed. Please address their comments and
concerns and provide a survey showing the complete location of the NEI. Also, include a
contingency plan describing what measures will be taken should anything happen to the
integrity or operation of the NEI during dredging or the proposed expansion of the existing
facility. Also include what measures will be taken should the need arise for periodic
maintenance of the NEI since it appears from the application that there will be fixed structures
(pilings and a gazebo) located within the easement. [15A NCAC 02H .0502(b)(3)]
2. As proposed, a portion of the docking facility lies within the Department of Transportation
(DOT) right-of-way for the Wrightsville Beach Bridge. In addition, according to the
application, the dredging is proposed within the DOT right-of-way. The NCDOT has stated that
"no encumbrances will be allowed within" the right-of-way. Please address the concerns of the
DOT (see attached). [15A NCAC 02H .0502(c)]
3. According to a letter dated July 2, 2015, from Wessell & Raney, L.L.P. (representing the Town
of Wrightsville Beach), the "Town is adamantly opposed to issuance of a permit for this
proposed project". This letter also states that the "Town was granted an easement by the State
of North Carolina to `construct, install, improve, replace, inspect, repair, and maintain a sanitary
sewer pipeline' as depicted on the drawings attached to the easement." The Town also states
that the "locations of pier and dock structures within the Town's easement constitutes an
unreasonable interference with the Town's right to construct, maintain, and repair its sewer
line." The Town also believes that it has property rights for the location of where the proposed
structures are to be built.
Given the fact that there appears to be a dispute as to which party actually has property rights to
the area where the proposed dredging occurs and where structures will be constructed. Please
provide agent authorization or some other form of documentation showing that the Town has
given its consent to the proposed project. [15A NCAC 02H .0502]
Pursuant to Title 15A NCAC 02H .0502(e) the applicant shall furnish all of the above requested
information for the proper consideration of the application. If all of the requested information is not
received in writing within 30 calendar days of receipt of this letter, the Division will be unable to
approve the application and it will be returned. The return of this project will necessitate
reapplication to the Division for approval, including a complete application package and the
appropriate fee.
RECEIVED
AUG 0 3 lot

Grand View Community Marina
2011-0410v2
Page 3 of 4
Please respond in writing within 30 calendar days of receipt of this letter by sending three (3) copies
of all of the above requested information to the 401 & Buffer Permitting Unit, 1650 Mail Service
Center, Raleigh, NC 27699-1650.
Please contact Chad Coburn at 910.796.7379 or Chad.CoburnAncdenr.eov or myself at
910.796.7386 or Jim.Greson ,ncdenr.gov if you have any questions or concerns.
R
ft(�ft�
gional Supervisor
Water Quality Regional Operations Section
Wilmington Regional Office
Division of Water Resources, NCDENR
Cc:
Jennifer Burdette- DWR 401 and Buffer Permitting Unit
Doug Huggett — DCM Morehead City
Tyler Crumbley — USACE Wilmington
WiRO
gECENEo
00S0m
�y,uw,0C

Grand View Community Marina
2011-0410v2
Page 4 of 4
Rscv,4ED
AUG 0 S 10��

From: Mathis, Stonewall D
Sent: Monday, July 13, 201511:19 AM
To: Mairs, Robb L
Cc: Law, Anthony W; Ray, Carl E; Thompson, Hugh; Collette, Karen E.; McCracken, Marty,
Hughes, Benjamin T, Mathis, Stonewall D
Subject: RE: Application for CAMA Major Permit, 202 Summer Rest Road, Wilmington, NC
Attachments: img-713112130-0001.pdf; img-713112204-0001.pdf
Hey Robb,
I am in receipt of the attached package (comprised of the two attachments to this email).
The Department's comments remain the same as stated in the May 26a email response below from Ben Hughes.
Thank you,
Stonewall Mathis
From: Hughes, Benjamin T
Sent: Tuesday, July 07, 2015 2:29 PM
To: Mairs, Robb L
Cc: Law, Anthony W; Ray, Carl E; Thompson, Hugh; Mathis, Stonewall D; Collette, Karen E.; McCracken, Marty
Subject: FIN: Application for CAMA Major Permit, 202 Summer Rest Road, Wilmington, NC
Robb,
We've received the following re -submittal for comment (attachment 201507071410.pdf).
The Departments comments remain the same as stated in my May 26t6 email response below.
Thank you,
Benjamin T. Hughes, PE
Senior Assistant District Engineer
North Carolina Department of Transportation
300 Division Drive, Wilmington, NC 28401
Ofnce:(910)251-26SS
From: Hughes, Benjamin T
Sent: Tuesday, May 26, 2015 1:29 PM
To: 'Mairs, Robb L' RECEIVED
Cc: Anthony Law (alaw a@ncdot.00v); Ray, Carl E; Thompson, Hugh; Mathis, Stonewall D p g 1015
Subject: Application for CAMA Major Permit, 202 Summer Rest Road, Wilmington, NC AUG
Mr. Mairs,
For the subject permit and request for comments (attachment 201505111120.pdfl, the Department maintains that right
of way width of 150' projects over the AIW W and reiterates our previous comment that no encumbrances be allowed
within. Supporting documentation attached.

Please feel free to contact me if you have any questions.
Thank you,
Benjamin T. Hughes, PE
Senior Assistant District Engineer
North Carolina Department of Transportation
300 Division Drive, Wilmington, NC 2MI
Office: [phone]
Email correspondence to and from this sender is subject to the N.C. Public Records Law and may be disclosed to third parties.
RECEIVED
AUG � S 10b

Ali
ATTORNEYS AT LAW
PosT ®F7xcE Box 1049
WIId1 mGTON, NORTH CAROLINA 28402-1049
JOBN 0. WESSELL, III
WESSELI{}9E1LBODTH.HET
Wimu A. RANEY, JR.
WARANRY@BE ODTH.NET
July 2, 2015
Mr. Braxton Davis
400 Commerce Avenue
Morehead City, NC 28557
Mr. Doug Huggett
400 Commerce Avenue
Morehead City, NC 28557
Mr. Robb Mairs
127 Cardinal Dr. Ext.
Wilmington, NC 28405
Re: CAMA Major Permit Application
Bailey & Associates, Inc., Applicant
Grandview Community Marina
202 Summer Rest Road
Dear Messers Davis, Huggett and Mairs:
STREET ADDRESS:
107-B NORTH W* STREET
WH,Mu,`GTON, No 28401
TELEPHONE: [phone]
FAosm E: 910-762-7557
We represent the Town of Wrightsville Beach ("Town"). This letter is written to express the
objection of the Town to issuance of a CAMA Major Development Permit to Bailey & Associates, Inc.
for a proposed marina project called Grand View Community Marina at 202 Summer Rest Road,
Wilmington, NC. The application is dated June 8, 2015. The cover letter with the application is dated
June 9, 2015. The application provided to the Town by the applicant contains copies of letters to adjacent
riparian owners dated June 18, 2015.
The Town is adamantly opposed to issuance of a permit for this proposed project. The Town's
opposition has been expressed several times in the past when other proposals have been made for changes
to the existing facilities at this site. The Town's opposition is based primarily on the fact that the
proposed facilities are located on, over and around the. Town -owned sanitary sewer force main which
carries all of the raw sewage from the Town to a wastewater treatment plant on the mainland owned and
operated by the Cape Fear Public Utility Authority. The sewer line is known as the Northeast Interceptor
or NEI.
The Town commented on a prior proposal by the applicant in a letter dated October 1, 2008.
Excerpts from that letter are as follows:
RECEIVED
7CM WILMINGTON, N0
AL 06 ?0a5

July 2, 2015
Page 2
V. Unreasonable danger to Town of Wrightsville Beach sewer line -
There is a main sewer line known as the Northeast Interceptor which carries all
of the sanitary sewage from the Town of Wrightsville Beach to a regional
wastewater treatment plant. If this line were to be damaged during pier
construction, pier maintenance, dredging or operation of vessels, the damage to
public health and the environment would be catastrophic. The plan discloses
many reasons why this concern is real and immediate.
I.3. Maintenance — The need to periodically maintain, repair or
replace the sewer line will be made impossible by the existence of the pier and
docks.
I.4. Emergency Repairs — The need for emergency repairs is even
more problematic as every minute that repairs are delayed could result in
hundreds of gallons of raw sewage entering the water. Removal of the vessels
and structures would surely take hours to accomplish before repairs could begin.
Recent experience with other portions of the Northeast Interceptor sewer line in
the vicinity of Hewlett's Creek shows that sewer lines of this vintage have a real
possibility offailure.
Z. Violation of Town Is easement rights - The Town obtained an easement
from the State of North Carolina to locate this sewer line on state owned
submerged lands. The Town also acquired a CAMA Major Permit with renewals
and modifications for installing the sewer line...
The permit application in paragraph X.D. indicates that all work was to
be done in DOT right -of -catty and waters owned by the State of North Carolina.
The current application of Bailey & Associates shows that the sewer line crosses
the high water mark at a point on the DOT right -of way. The sewer line then
proceeds into the riparian area of the DOT right -of -may property. The DOT
(State of North Carolina) riparian area is established by extending the riparian
line from the high writer markperpendicular to the channel ofMotts Creek
The easement from the State of North Carolina to the Town of Wrightsville
Beach gives the Town property rights in the area over which the pier[isj built. It
is fundamental real estate law that the owner of the land over which an easement
is granted cannot "use his land in such a may as to obstruct or interfere with the RECENED
exercise of the easement or inconsistent with its purposes...". Webster's Real AUO 0 8 1015
Estate Law in North Carolina 5 Edition, Hedrick & McLaughlin, §15.23. The
construction of piers and docks within the easement granted by the State of North 6,004AH9 611"
Carolina to the Town of Wrightsville Beach obstructs and interferes with the
Tom's exercise of its easement rights and should not be allowed. "
(copy of 2008 letter is enclosed) RECEIVED
DCM KlIL-MINGTON, NO
JUL 0It? 15

July 2, 2015
Page 3
The Town would like to elaborate on those objections and draw attention to certain rules and legal
principles that the Town believes require denial of the application.
The principal objections relate to property rights and public safety and can be summarized as
follows:
The applicant is proposing to do work in a riparian area to which it has no rights.
2. The applicant is infringing on the easement rights granted by the State of North Carolina to
the Town for construction of the NEI.
3. The construction and use of the marina will increase the risk of damage to the sewer line
and the existence of the pier and dock and docked vessels will delay emergency response to a catastrophic
spill caused by damage or normal deterioration.
The Town would like to supplement its prior comments regarding riparian area and easement
rights as follows:
Riparian Area
The applicant's ownership extends only to the mean high water line. A Declaration of Final
Resolution of Claim to Submerged Land recorded in Book 2317 at Page 398 of the New Hanover County
Registry denies the applicant's claim to any areas below mean high water. At the eastern end of the
applicant's property where applicant's property line intersects the North Carolina DOT right of way
property line the applicant's shoreline faces Motts Creek. A line perpendicular to Motts Creek channel is
the appropriate delineation of the riparian area allocated to the applicant. The issuance of prior permits
and permit modifications allowing construction of a pier and docks in the NCDOT riparian area were
made in error. This error should not be compounded by a significant enlargement of these structures and
the allowance of dredging in areas that are not within the applicants riparian corridor. RECEIVED
Encroachment on Town Easement
AUG 0 3 1015
The Town was granted an easement by the State of North Carolina "to construct, install, improve,
replace, inspect, repair and maintain a sanitary sewer pipeline" as depicted on drawings attached to the
easement. The easement was approved by the Governor and Council of State on May 4, 1982 and signed
by the Governor on May 27, 1982.
This easement grants rights that are superior to any rights purportedly conferred by a CAMA
Permit for construction of a pier and docks in the same location. The State has no right to grant an
easement or other authorization for any person to utilize the same easement area already conveyed to the
Town if the additional use impairs the authorized use by the Town. (See US v. Seagate, Inc., 397 F Supp.
1351 (EDNC 1975). An owner can grant easements to third parties allowing third parties to use an
easement area previously granted, but only if "such additional easements do not unreasonably interfere
with the original easement holders usage of the original easement." Webster's Real Estate Law in North
RECEIVED
OCM WILMINGTON. NO

July 2, 2015
Page 4
Carolina 6a' edition, Section 15.23. The location of pier and dock structures within the Town's easement
constitutes an unreasonable interference with the Town's right to construct, maintain and repair its sewer
line.
In addition, the Town asks that DCM carefully consider the following CRC rules that the Town
believes require denial of the permit application:
7H.0207(c) & (d)
7H.0208(a)(2)(G)
7H.0208(b)(5)(A)
7H.0208(b)(5)(D)
7H.0208(b)(5)(F)
7H.0208(b)(5)(Ii)
7H.0208(b)(6)(G)(ii)
7H.0208(b)(6)(I)
The Town would welcome the opportunity to discuss these concerns with appropriate
representatives of DCM. Thank you for your consideration of these comments.
Yours very truly,
WE SELL & RANEY, L.L.P.
KTkA4- C .
John Wessell, III
JCW:dc
JCW Wbch\W08-097-C100
RECEIVED
AUG U 3 2015
wi woAAHO
RECEIVED
DCM WI! VIINGTON, NG
JULJUL6*'< Lv+, �n n+ar

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LAND MANAGEMENT GROUPmr
Environmental Consultants
July 6, 2015
RECEIVED
DCM WILMINGTON, NC
TO: Robb Mairs
NC Division of Coastal Management JUL o 9 2015
127 Cardinal Drive Ext.
Wilmington, NC 28405
RE: CAMA Major Permit Application, 202 Summer Rest Road, Bailey and Associates Inc.
Certified Mail Receipts
Dear Robb:
Please find enclosed original certified mail receipts from the adjacent landowner notifications for the
above -referenced application. These notifications were the second set of notifications which followed
DCM's request for additional information and revisions to the application. We appreciate your
assistance with this projf
Sincerely,
■ Complete items 1, 2, and 3.
■ Print your name and address on the reverse
A. Sign re
❑ Agent
so that we can return the card to you.
C3 Addressee
■ Attach this card to the back of the mailpiece,
or on the front if space permits.
B. ed (Pdrded Name)
0 t�
Date of Delivery
Laura SAP tasavich
1. Article Addressed to:
Mv_ 5�nej AA'�'lt•ls
IN
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D. Is tlelivery�g tl
If YES, entMkldlPo�(j
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es
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l
t I
North Carolina Department of Environment'and Natural Resource
Pat McCrory Governor Donald R. van'der Vaart
Secretary
June 25, 2015
MEMORANDUM:
TO: Renee Gledhill -Early
Dept. of Cultural Resources
Archives & History
FROM: Doug Huggett, NC DENR-DCM Major Permits Coordinator `1'I
4bO Commerce Avenue, Morehead City, NC 28557 Fax: [phone]
(Courier 11-12-09)
SUBJECT: CAMA J Dredge & Fill Permit Application Review.
.Applicant: Bailey & Associates, Inc. c/o Chris Bailey t
-t'�tS(ts
Project Location: 202 Summer Rest Rd., adjacent to Motts Channel and the AIWW; in Wilmington,
New Hanover County
Proposed Project: to expand the existing docking facility for the Grand View Community Marina
Please indicate below your agency's position or viewpoint on the proposed project and
:return this form to Doug Huggett at the address above by July 18, 2015. If you have any questions
regarding the proposed project, contact Robb Mairs at [phone] when appropriate, in depth
4 _rcomments with supporting datais requested.
RREPLY:- This agency has no objection to the project as proposed.
This agency has no comment -on the proposed project.
_This agency approves of the project only if the recommended changes
are incorporated. See attached.
—This agency objects to the project for reasons described. in the attached comments.
SIGNED DATE •�' j J
rJ.0 Division of CO251al Management
127 Cardinal Drive Ext., wdmington, K 22•S05
Five. 91179E-72151 FAX- 910-395-3g64 Internee w _V1 n coaslalmanaaement ret rry
an FgWal .'�wm;Tyk:fri .a,%C1mampluyer Jurf it P )015

Pat McCrory
Governor
June 25, 2015
MEMORANDUM
TO:
Iy:ZeL5�
SUBJECT:
Applicant:
Project Location:
Proposed Project:
r
NCDENR
North Carolina Department of Environment and Natural Resource
Georgette Scott
Stormwater Section
DEMLR - WiRO
ECEIVE
JUN 2 5 2015
ft
Donald R. van der Vaart
Secretary
Doug Huggett, NC DENR-DCM Major Permits Coordinator
400 Commerce Avenue, Morehead City, NC 28557 Fax: [phone]
(Courier 11-12-09)
CAMA / Dredge & Fill Permit Application Review
Bailey & Associates, Inc. c% Chris Bailey
202 Summer Rest Rd., adjacent to Motts Channel and the AIWW, in Wilmington,
New Hanover County
to expand the existing docking facility for the Grand View Community Marina
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Doug Huggett at the address above by July 18, 2015. If you have any questions
regarding the proposed project, contact Robb Mairs at [phone] when appropriate, in depth
comments with supporting data is requested.
REPLY: L This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes
are incorporated. See attached.
This agency objects to the project for reasons described in the attached comments.
SIGNED ADATE
N.C. Division of Coastal Manage RECEIVED
127 Cardinal Drive Ext., Wilmington, NC 28405
Phone: [phone] \ FAX: [phone] Internet: www.nccoastalmanagement.net JUL 07 206
AEqual Oppotunily1AffirmanceAnonErplor� ee "Y Whiu011V

Pat McCrory
Governor
June 25, 2015
MEMORANDUM:
TO
JZ1611d
SUBJECT
Applicant:
r
NCwA
DENR
North Carolina Department of Environment and Natural Resource
Heidi Cox
Environmental Engineer
Public Water Supply
Donald R. van der Vaart
Secretary
UU 4@41 �
Division o/ JUN 2 6 2015
WiIZO , of Water
ee ourc
Doug Huggett, NC DENR-DCM Major Permits Coordinator
400 Commerce Avenue, Morehead City, NC 28557 Fax: [phone]
(Courier 11-12-09)
CAMA / Dredge & Fill Permit Application Review
Bailey & Associates, Inc, c/o Chris Bailey
Project Location: 202 Summer Rest Rd., adjacent to Motts Channel and the AIWW, in Wilmington,
New Hanover County
Proposed Project: to expand the existing docking facility for the Grand View Community Marina
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Doug Huggett at the address above by July 18, 2015. If you have any questions
regarding the proposed project, contact Robb Mairs at [phone] when appropriate, in depth
comments with supporting data is requested.
REPLY: _*_ This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes
are incorporated. See attached.
This agency objects to the project for reasons described in the attached comments.
SIGNE[�_ DATE / S
N.C. Division of Coastal Management
RECEIVED
127 Cardinal Dive Ext., Wilmington, NC 28405
JUL 1Ut5
Phone: [phone] FAX: [phone]Internet: www.nccoastalmanagement.nel
D(Fq-MR�d k µ,a
An Equal Opportunity I Affirmative Action Employer

NCDENR
North Carolina Department of Environment and Natural Resource
Pat McCrory Donald R. van der Vaart
Governor Secretary
June 25, 2015
MEMORANDUM:
TO: Dan Sams AIN 2 b• ?D1S
District Manager
DEMLR - WiRO
FROM: Doug Huggett, NC DENR-DCM Major Permits Coordinator
400 Commerce Avenue, Morehead City, NC 28557 Fax: [phone]
(Courier 11-12-09)
SUBJECT: CAMA / Dredge & Fill Permit Application Review
Applicant: Bailey & Associates, Inc. c/o Chris Bailey
Project Location: 202 Summer Rest Rd., adjacent to Motts Channel and the AIWW, in Wilmington,
New Hanover County
Proposed Project: to expand the existing docking facility for the Grand View Community Marina
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Doug Huggeft at the address above by July 18, 2015. If you have any questions
regarding the proposed project, contact Robb Mairs at [phone] when appropriate, in depth
comments with supporting data is requested.
REPLY:
This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes
are incorporated.
/See attached. i u. ,f 4, per/p�s.,��L/'/ s Zoe,/ Ero s.cl 1w.1
�f r:•-,— W��l �'la✓L (U:'5 �� �v-•-� Oai e/ Thi S
ThZagency objects to•_L,lrle project for reasons descri ed in the attached comments.
SIGNED DATE 5'
RECEIVED
N.C. Division of Coastal Management
127 Cardinal Drive Ext., Wilmington, NC 28405 jJL 07 2015
Phone: [phone] FAX: [phone] Internee, www.nccoastalmanagement.net
An Equal Opportunity 1 Aifirtnalive Acton Employer
Bk Ai�pHH FJiu

Huggett, Doug
From: Mairs, Robb L
Sent: Monday, July 06, 2015 10:38 AM
To: Huggett, Doug
Subject: FW: Certified Mail Receipts -Bailey and Associates
Attachments: green-cards-7 2015.pdf
Doug,
Here are the green cards for the Bailey and Assoc., Inc. major permit application.
Thanks,
44
From: Laura Stasavich fmailto:[e-mail]]
Sent: Monday, July 06, 2015 9:52 AM
To: Mairs, Robb L
Cc: Steve Morrison
Subject: Certified Mail Receipts_Bailey and Associates
Hi Robb,
Attached are certified mail receipts from the second landowner notifications for the Bailey and Associates CAMA Major
Permit application. We will mail the originals to your office.
Thank you -
Laura
Laura Stasavich
Land Management Group, Inc.
3805 Wrightsville Ave., Suite 15
Wilmington, NC 28403
910-452-0001(office)
910-452-0060(fax)
[e-mail]

SENDER: COMPLETE THIS SECTION
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C

Huggett, Doug
From:
Crumbley, Tyler SAW <[e-mail]>
Sent:
Tuesday, July 07, 2015 2:52 PM
To:
[e-mail]; Huggett, Doug; [e-mail],
[e-mail]; [e-mail]; [e-mail];
[e-mail]; [e-mail], [e-mail];
Wilson, Debra; Ellis, John; Fritz Rohde - NOAA Federal; Gledhill-earley, Renee; Horton,
James T SAW; [e-mail]; Coburn, Chad; Mairs, Robb L;
Scott. [e-mail]1; [e-mail]; Doug [e-mail]
Cc:
Crumbley, Tyler SAW, Hair, Sarah E SAW
Subject:
SAW-2011-00775 / 202 Summer Rest Rd Marina / Bailey and Associates / New Hanover
County / CAMA Major_GP291
Attachments:
202 Summer Rest Road Community Marina.kmz; CAMA Application and BioReport_
2011-00775_202 Summer Rest Rd.pdf; ePN_2011-00775_202 Summer Rest Rd -Bailey
and Associates.pdf, Plans.pdf
0
Pursuant to the CAMA-Corps Programmatic Permit process, the North Carolina Division of Coastal Management
(NCDCM) has forwarded to our office a copy of the CAMA permit modification request, and proposed plans for the
subject project. The attached notice requests federal agency comments on this project by 6 August, 2015.
The applicant proposes to expand upon an existing dock by constructing a 17-slip marina with associated
dredging within Motts Creek adjacent to the AIWW in Wilmington, New Hanover County, North Carolina. Coordinates in
Decimal Degrees are: 34.218812 N,-77.812594 W. The proposed marina configuration consists of removal of the existing
dock and construction of a 116' x 6' floating dock with four 23' x 3.5' floating dock fingers; three 30' x 3.5' fingers; a 60' x
6' floating "T'; a 73' x 6' fixed pier (Motts Creek); as well as a 16' x 16' fixed dock and a 20' x 14' gazebo on Motts Creek.
The proposal also includes dredging of an area 160' x 90' to 4 MLW (810 cy) with disposal at the USACE Disposal Site
#248. Total impacts to waters of the U.S. are 2,934 sq. ft of dock and 0.33 acre of new dredging. Please see the field.
investigation report and the application for more detailed information concerning the proposed project.
A copy of the applicant's CAMA request and plans are attached. Also, attached is a Google Earth (kmz) file of the
project area.
This notice initiates the Essential Fish Habitat (EFH) consultation requirements of the Magnuson -Stevens Fishery
Conservation and Management Act. The Corps' initial determination is that the proposed project may adversely affect
EFH or associated fisheries managed by the South Atlantic or Mid Atlantic Fishery Management Councils or the National
Marine Fisheries Service. The proposed dock impacts are anticipated to be minimal due to the temporary nature of the
installation, but the current water depths are-1.5'to 4 MLW and the new dredge work proposed may adversely affect
habitat. The project area is not designated as PNA. SAV is not expected to be present based on observation from aerial
photography.
The Corps has reviewed the project area, examined all information provided by the applicant and consulted the
latest North Carolina Natural Heritage Database. Based on available information, the Corps has determined that the
project may affect but is not likely to adversely affect the West Indian manatee. The use of the Manatee Guidelines will
be required as a condition of this proposed action. The project will not affect any other species listed as threatened or
endangered or their critical habitat formally designated pursuant to the Endangered Species Act of 1973 (ESA) within the
project area.

ZWKWA
40.
NCDENR
North Carolina Department of Environment and Natural Resource
Pat McCrory Donald R. van der Vaart
Governor Secretary
June 25, 2015
MEMORANDUM:
TO: Kathryn Thurston
Zoning Dept.
City of Wilmington
FROM: Doug Huggett, NC DENR-DCM Major Permits Coordinator
400 Commerce Avenue, Morehead City, NC 28557 Fax: [phone]
(Courier 11-12-09)
SUBJECT: CAMA / Dredge & Fill Permit Application Review
Applicant: Bailey & Associates, Inc. c% Chris Bailey
Project Location: 202 Summer Rest Rd., adjacent to Motts Channel and the AIWW, in Wilmington,
New Hanover County
Proposed Project: to expand the existing docking facility for the Grand View Community Marina
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Doug Huggett at the address above by July 18, 2015. If you have any questions
regarding the proposed project, contact Robb Mairs at [phone] when appropriate, in depth
comments with supporting data is requested.
REPLY: _ This agency has no objection to the project as proposed.
V This agency has no comment on the proposed project.
twtslCLe 6t 1,m*i-H1.
This agency approves of the project only if the recommended changes
are incorporated. See attached.
is agency objects to the project for reasons described in the attached comments.
SIGNED DATE I `�
N.C. Division of Coastal Management
127 Cardinal Drive Ext., Wilmington, NC 28405
Phone: [phone] FAX: [phone]Internet: www.ncooastalmanaaement.net RECEIVED
An Equal Opportunity l Aifimiative Action Employer JUL 0g 2015

NCD NR
North Carolina Department of Environment and' Natural Resource
Pat McCrory
Governor
June 25, 2015
MEMORANDUM:
TO: Shannon Jenkins
NC DMF
Shellfish Sanitation Section
Donald R. van der Vaart
Secretary
FROM: Doug Huggett, NC DENR-DCM Major Permits Coordinator
400 Commerce Avenue, Morehead City, NC 28557 Fax:, 252-247-3330
(Courier 11.12-09)
SUBJECT: CAMA 1 Dredge & Fill Permit Application Review
Applicant: Bailey & Associates, Inc. c% Chris Bailey
Project Location: 202 Summer Rest Rd., adjacent to Motts Channel and the AIWW, in Wilmington,
New Hanover County
Proposed Project: to expand the existing docking facility for the Grand View Community Marina
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Doug Huggefi at the address above by July 18, 2015. If you have any questions
regarding the proposed project, contact Robb Mains at [phone] when appropriate, in depth
comments with supporting data is requested. 7
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes
are incorporated. See attached.
This agency objects to the project for reasons described in the attached comments.
SIGNED L DATE
N.C. Division of Coastal Management
127 Cardinal Drive Ext., Wilmington, NC 28405
Phone: [phone] FAX:[phone] Internet: www.nccoastalmanaaement.nel
An Equal Opportunity 1 Affirmalive Action Employer

Huggett, Doug
From: Mairs, Robb L
Sent: Wednesday, July 15, 2015 8:25 AM
To: Huggett, Doug
Subject: FW: Bailey and Associates: Grand View Community Marina, Summer Rest Road.
Doug,
Here are comments I received by Mr. John Blackwell, which he is the property owner to the north of the Bailey and
Associates property. Mr. Blackwell received notification of the permit application through certified mail.
Thanks,
4a
From: John Blackwell fmailto:johnrdblackwell(dcimail.com]
Sent: Tuesday, July 14, 2015 4:22 PM
To: Mairs, Robb L
Subject: Bailey and Associates: Grand View Community Marina, Summer Rest Road.
Robb,
Thank you for making time to sit down with Jim Long and myself today. Please accept this email as my formal
comments on this project. I have commented on this project several times in the past as well.....
This is not your ordinary objection to a proposed application. This application to build 17 boat slips and 2
gazebo's in this tight/ highly traveled area is absolutely absurd.
o The project is right on top of an active sewer line
o The riparian rights lines aren't even drawn correctly
o The DOT has right of way over most of this project
o Those who use the public boat ramp are constantly circling near this project while
they wait to take their boat out of water.
o The first Gazebo blocks access to many who constantly bait fish on that creek
o The traffic (boat and car) in that area is already too heavy...
o The project restricts our egress/regress to our slips at low tide when you consider
the oyster bed.
This project is clearly too big for this site and will not be received well by Wrightsville Beach, the DOT and the
people that have used these waters recreationally for years. ***Please see that whomever is in charge of making
a final decision on this case personally visit this site. They will see immediately what we are all concerned
about. There are no positives imbedded in this project at all.... It needs to be cut in half at a minimum.

Thank you for looking out for us all.
John Blackwell, direct neighbor to the north..

Huggett, Doug
From:
O'Keefe, Chris <[e-mail]>
Sent:
Tuesday, July 21, 2015 2:31 PM
To:
Huggett, Doug
Subject:
Grand View Marina
Attachments:
SPLNGNH01215072113040.pdf
Good afternoon Doug —
Please find attached New Hanover County's form regarding Bailey & Associate's Grand View Marina Project. I also sent
reply via the fax # provided on the form. Let me know if you need more information.
Thanks,
Chris
From: adminNHCalnhcgov.com rmailto:adminNHenhcgov.coml
Sent: Tuesday, July 21, 2015 2:05 PM
To: O'Keefe, Chris
Subject: Message from PLNGNHO12
Chris O'Keefe I Planning/Inspections Director
Planning & Inspections I New Hanover County
230 Government Center Drive, Suite 110
Wilmington, NC 28403
[phone] p 1 [phone] f

Pat McCrory
Governor
June 25, 2015
MEMORANDUM:
TO:
MCDENR
North Carolina Department of Environment and Natural Resource
Chris O'Keefe, Director
Planning & Inspections Dept.
New Hanover Co.
Donald R. van der Vaart
Secretary
FROM: Doug Huggett, NC DENR-DCM Major Permits Coordinator
400 Commerce Avenue, Morehead City, NC 28557 Fax: [phone]
(Courier 11-12-09)
SUBJECT: CAMA / Dredge & Fill Permit Application Review
Applicant: Bailey & Associates, Inc, c% Chris Bailey
Project Location: 202 Summer Rest Rd., adjacent to Motts Channel and the AIWW, in Wilmington,
New Hanover County
Proposed Project: to expand the existing docking facility for the Grand View Community Marina
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Doug Hupsaett at the address above by July 18, 2015. If you have any questions
regarding the proposed project, contact Robb Mairs at [phone] when appropriate, in depth
comments with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes
are incorporated. See attached.
This aayects to the project for reasons described in the attached comments.
SIGNED DATE x v !
1 N.C. Division of Coastal Management
127 Cardinal Drive Ext., Wilmington, NC 28405
Phone: [phone] FAX: [phone] Internet: wwr.nccoastalmanaaementmet
An Equs OppaMnily %A(finnaUve Action Employer

NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
July 13, 2015
Mr. Chris Bailey
Bailey and Associates, Inc.
P.O. Box 400
Jacksonville, NC 28541
Subject: EXEMPTION
Stormwater Project No. SW8150617
Grand View Community Marina
New Hanover County
Dear Mr. Bailey:
Donald van der Vaart
Secretary
The Wilmington Regional Office of the Division of Energy, Mineral, and Land Resources received a copy of the CAMA Major
Permit Application for the subject project on June 25, 2015. Staff review of the plans and specifications has determined that
the development activities proposed at this time will not pose a threat to surface water quality from stormwater runoff. The
Director has determined that projects that are reviewed and approved by the Division as not posing a water quality threat from
stormwater runoff should not be subject to the stormwater management permitting requirements of 15A NCAC 2H.1000, the
stormwater rules. By copy of this letter, we are informing you that this project will not require a stormwater management
permit.
If the subject project disturbs one acre or more and has a point source discharge of stormwater runoff, then it is also subject to
the National Pollutant Discharge Elimination System (NPDES) stormwater discharge requirements. You are required to have
an NPDES permit for stormwater discharge from projects meeting these criteria. All temporary built -upon area associated with
the construction of the project must be removed within 30 days of completion of the project, or when it is no longer needed,
whichever occurs first.
If you have any questions or need additional information concerning this matter please contact Linda Lewis at [phone],
or e-mail her at [e-mail].
Since ,,
For Tracy E. DaviL91, P.E., Director
Division of Energy, Mineral, and Land Resources
GDS/ad: G:=\SharedlStormwaterlPermits & Projects120151150617 Exemption12015 07 permit 150617
cc: Steve Morrison; Land Management Group, Inc. RECEIVED
New Hanover County Building Inspections
Robb Mairs/Shaun Simpson JUL 21 2g15
Doug Huggett/ DCM?M,wrragn.
Wilmington Regional Office Stormwater File
Division of Energy, Mineral, and Land Resources
Land Quality Section — Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405
(910) 796.72151 Fax: [phone] - Internet: htto:l/oortal.ncdenr.orQ/web/ir/

,,
NCDENR
North Carolina Department of Environment and Natural Resource
Pat McCrory
Governor
June 25, 2015
MEMORANDUM:
TO: Shannon Jenkins
NC DMF
Shellfish Sanitation Section
Donald R. van der Vaart
Secretary
FROM: Doug Huggett, NC DENR-DCM Major Permits Coordinator
400 Commerce Avenue, Morehead City, NC 28557 Fax: [phone]
(Courier 11-12-09)
SUBJECT: CAMA / Dredge & Fill Permit Application Review
Applicant: Bailey & Associates, Inc. c% Chris Bailey
Project Location: 202 Summer Rest Rd., adjacent to Motts Channel and the AIWW, in Wilmington,
New Hanover County
Proposed Project: to expand the existing docking facility for the Grand View Community Marina
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Doug Huggett at the address above by July 18, 2015. If you have any questions
regarding the proposed project, contact Robb Mairs at [phone] when appropriate, in depth
comments with supporting data is requested.
�7iCd.t! i_I Z7 Arnch S
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes
are incorporated. See attached.
This agency objects to the project for reasons described in the attached comments.
ti
SIGNED , 0 DATE -7/%J
N.C. Division of Coastal Management RECEIVED
127 Cardinal Drive Ext., Wilmington, NC 28405 JUL 2 0 ppg
Phone: [phone] FAX, 910-395-3964Internet: www.nocoastaimana.gement.nel
An Equal Opportunity 1 Alfinma6ve Acton Employer Ri raw

NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory Donald R. van der Vaart
Governor Secretary
July 17, 2015
MEMORANDOM
TO: Doug Huggett, NC DENR-DCM Major Permits Coordinator
400 Commerce Ave, Morehead City, NC 28557 (Courier 11-12-09)
From: Shannon Jenkins,
Environmental Program Supervisor
Through: Patti Fowler,
Section Chief, Shellfish Sanitation & Recreational Water Quality
SUBJECT: CAMA / Dredge & Fill Permit Application Review
Applicant: Bailey & Associates, Inc. c% Chris Bailey
Project Location: 202 Summer Rest Rd., adjacent to Motts Channel and the AIWW,
in Wilmington, New Hanover County
Proposed Project: to expand the existing docking facility for the Grand View
Community Manna
It is requested that Shellfish Sanitation be notified by the contractor or the applicant's agent prior
to commencement of dock construction and/or any dredging or other bottom disturbing
activities. Initial notification should occur at least one week prior to the projected start date, and
again 24 hours prior to the actual start date.
It is requested that prior to construction, a field marking of the sewer mainline is performed by a
professional utilities location company as stated in the application. If at any time during the
construction phase it is suspected that the nearby force sewer mainline has been disturbed,
Shellfish Sanitation should be notified immediately. Timely response is important in the event
that a temporary shellfish closure and/or swimming advisory are necessary. Additionally, a post
construction survey of the sewer line is recommended to assess sewer line integrity.
Due to the relative shallow depth of the sewer line within the substrate there are concerns of
potential future damage incurred from boat activities at the proposed dock. Shellfish Sanitation
should be notified immediately in any instance of damage to the sewer line.
RECEIVED
1601 Mail Service Center, Raleigh, North Carolina 27699-1601
Phone: [phone] Internet: www.ncdenr.gov JUL 2 0 10b
An Equal opportunity 1 Arfirmabve Action Employer - Made in part by recycled paper Q�v

From: 07/21/2015 13:04 #457 P.001/001
77
"::"
FCDETR
North Carolina Department of Environment and Natural Resource
Pat McCrory . Donald R. van der Vaart
Governor Secretary
June 25, 2015
MEMORANDUM:
Chris O'Keefe, Director
TO: Planning & Inspections Dept.
New Hanover Co.
FROM: Doug Huggett, NC DENR-DCM Major Permits Coordinator
400 Commerce Avenue, Morehead City, NC 28557 Fax: [phone]
(Courier 11-12-09)
SUBJECT: CAMA / Dredge & Fill Permit Application Review
Applicant: Bailey & Associates, Inc. c/o Chris Bailey
Project Location: 202 Summer Rest Rd., adjacent to Motts Channel and the A/WW, in Wilmington,
New Hanover County
Proposed Project: to expand the existing docking facility for the Grand View Community Marina
Please indicate below your, agency's position or viewpoint on the proposed project and
return this form to Doup Hunaett at the address above by July 18, 2015. If you have any questions
regarding the proposed project, contact Robb Mairs at [phone] when appropriate, in depth
comments with supporting data is requested.
REPLY: V This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes
are incorporated. See attached.
This age n y ects to the project for reasons described in the attached comments.
SIGNED DATE l 1
N.C. Division of Coastal Management
127 Cardinal Drive Ext., Wilmington, NC 28405
Phone: [phone] FAX: [phone] Internet: v .nccoastalmanaaemenl.net
An Equal Opportunity 1.41Fiucalive Action Employer

LTIMA
NCDENR
North Carolina Department of -Environment and Natural Resource
Pat McCrory
Governor
June 25, 2015
MEMORANDUM:
TO: Gregg Bodner
Fisheries Resource Specialist
DCM, Morehead City
Donald R. van der Vaart
Secretary
FROM: Doug Huggett, NC DENR-DCM Major Permits Coordinator
400 Commerce Avenue, Morehead City, NC 28557 Fax: [phone]
(Courier 11-12-09) ,
SUBJECT: CAMA / Dredge & Fill Permit Application Review
Applicant: Bailey &A"ssociates Gic- c1o=Chd"afley,
Project Location: 202 Summer Rest Rd., adjacent to Motts Channel and the A1WW, in Wilmington,
New Hanover County
Proposed Project: to expand the existing docking facility for the Grand View Community Marina
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Dow Hu_agett at the address above by1Juty-18; 2015.- If you have any questions
regarding the proposed project, contact Robb Mairs at [phone] when appropriate, in depth
comments with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes
are incorporated. See attached.
This agency objects to the project for reasons described in the attached comments.
SIGNED DATE
f
N.C. Division of Coastal Management RECEIVED
127 Cardinal Drive Ext., Wilmington, NC 28405 -
Phone: [phone] FAX: [phone]Internet: vnnv.nccoastalmanaaement.nel JUN 919 21115
An Equal OpporlunilylAlfrmalivakbon Employer - DCra-
0mr)rgN

WNW
North Carolina Department of Environment and Natural Resources
Pal McCrory
Governor
MEMORANDUM
TO: Doug Huggett, DCM Major Permit Coordinator
FROM: Gregg Bodnar, DCM Fisheries Resource Specialist
SUBJECT: Bailey & Associates (202 Summer Rest Rd. Wilmington)
DATE: 7/17/2015
Donald R. van der Vaart
Secretary
A North Carolina Division of Coastal Management (DCM) Fisheries Resource Specialist has reviewed the
subject permit application for proposed actions that impact fish and fish habitats. The applicant
proposes to dredge and construct a pier extension with 17 slips available. Dredging dimensions are
160ft. long by 90ft. wide to a depth of -4ft. at mean low water (MLW) resulting in approximately 810 yd3
of spoil to be deposited on a privately owned spoil island (USACE #0248). The pier and floating docks
will create 14 permanent slips, two transient slips and one kayak launch totaling 17 slips for mixed type
vessels ranging from 16ft. to 30ft. in length. Coastal wetlands (CW) are present and waters are classified
as Secondary Recreation (SB) and are closed to shellfish harvest by the NC Division of Marine Fisheries
Shellfish Sanitation Section.
The proposed 17 slips are within a closed shellfish harvest area. If the INC DMF Shellfish Sanitation
Section determines that the addition of these slips increases the shellfish closure, then I object to any
number of slips that would result in the additional closure of shellfish harvest grounds.
A sewer pipe owned by the Town of Wrightsville Beach has been partially marked and runs along the
north side of the proposed docking facility (slips 9-14). The marked section of the sewer pipe terminates
at slip 10, leaving an unknown portion of the pipe unaccounted for at an unknown depth. Primary
Nursery Areas (PNA's) are located in close proximity to the proposed site. PNA's are estuarine waters
where initial post -larval development occurs. Species within this area are early post -larval to juvenile
and include finfish, crabs, and shrimp. Species inhabit PNA's because they afford food and protection
during vulnerable periods of their life history. There is significant concern that large draft vessels
utilizing the docking facility can come into contact with the sewer pipe causing a breach that would
introduce significant amounts of E. coli contaminated waste water into the ecosystem, causing
significant adverse impacts to marine and estuarine resources at the project site.
The dredge footprint is located adjacent to coastal marsh and the sewer main. There is significant
concern that the dredge operation could come into contact with the sewer pipe causing a breach and
introducing significant amounts of E. coli contaminated waste water into the ecosystem, causing
significant adverse impacts to marine and estuarine resources at the project site. Further information
concerning the exact location and depth at MLW of the sewer pipe is needed before an assessment
1601 Mail Service Center, Raleigh, North Carolina 27699.1601
Phone: [phone]%Internet: www.ncdenr.gov
An Equal Opportunity1Nlirmative Action Employer- blade in part by recycled paper

Huggett,_Doug
From: Mairs, Robb L
Sent: Friday, July 17, 2015 8:35 AM
To: Huggett, Doug
Subject: FW: CAMA Major Permit Application - Grand View Marina
Attachments: CAMA Major Permit Application - Grand View Community Marina.pdf
Doug,
Good morning. Here is an email I received this a.m. from a property owner along Summer Rest Road objecting to the
Bailey and Associates, Inc. proposal.
Thanks,
-----Original Message -----
From: Long Bessfmailto:besslong(@bellsouth.net]
Sent: Thursday, July 16, 2015 6:45 PM
To: Mairs, Robb L
Cc: Long James S
Subject: CAMA Major Permit Application - Grand View Marina
Robb,
Thank you for meeting with us on Tuesday. I'm sending you my letter of objections to the marina on my wife's computer
as mine is not working properly. Please let me know if you have trouble opening and I will try another option. We will
stay in touch. Jim

From: James Long <[e-mail]>
Subject: CAMA Major Permit Application - Grand View Community Marina
Date: July 16, 2015 5:55:05 PM EDT
To: Bess Long <[e-mail]>
To: Robb Mairs,
Thank you for meeting with John Blackwell and me on Tuesday, July 14th. As we expressed in
our conversations, we are very concerned about the Marina being proposed by Bailey and
Associates at the threshold to Summer Rest Road. Our neighborhood consists of
approximately 70 homes and a city "Trail" that uses the Summer Rest Road as part of the
trail. Everyone has to enter and exit the busy Hwy 74/76 where there is no traffic light
by virtue of its close proximity to the Wrightsville Beach Draw Bridge. This is a heavily
congested area. With 111 apartments and 15,000+ square feet of mixed use space soon to
open at the Grand View Complex, we hesitate to imagine the congestion at this
intersection.
For the following reasons, we object to the proposed Bailey and Associates Marina which
boarders this intersection:
1. More congestion at the entrance to Summer Rest Road. The proposed marina has no
parking, maybe one space.
2. The proposed marina is separately owned by Bailey and Associates and even though the
some entity owns the Grand View apartments, there is almost no way to feasible oversee who
the marina users will be. They could be guest who walk over, others who come by car or
even other slip renters not part of Grand View adding greatly to congestion.
3. Outside of the dredged Mott's Creek channel at the mouth to the AIWW, the creek itself
is barely navigable. The 73' pier that is proposed would extend to a gazebo 20'X14'. At
low tide this gazebo could be over what little water is left and in effect block water
access for other users.
4. Three homes and one 6 slip community dock use the riparian Mott's Creek channel to
access the AIWW. The proposed marina would narrow this small channel that boarders with an
oyster rock island to the North and the proposed marina to the South with its 17 slips +
untold numbers of wave runners, kayaks, and paddle boards and potentially create much
congestion to the point of dangerous.
5. The busy Wrightsville Beach Boat Ramp is just across the AIWW. Boats wait to load on
their trailers by circling in front of the draw bridge. Larger boats wait for the draw
bridge to open. This body of water in front of the proposed Marina is highly congested at
present. This could be why the CAMA Permit which Bailey and Associates now holds permits
only two boat slips! The permit specifically states that in permitting TWO Slips it
included wave runners and canoes!
We respectfully request that this proposed marina be turned down.
James S Long
Bess S Long
207 Summer Rest Road
Wilmington, NC 28405
[e-mail]
910-264-2271 C

NCDENR
North Carolina Department of Environment'and Natural; Resource
Pat McCrory Donald R. vainder Vaatt
Governor Secretary
June 25, 2015
MEMORANDUM:
TO:
FROM:
SUBJECT:
Applicant:
Project Location:
Mark Zeigler
WiRO .
Division,of Community; Assistance
Doug,Huggett,:NC DEN R-DCM-Major Permits Coordinator
400,CommerceAvenue, Morehead City, NC28557•Fax: [phone]
(Courier 11-$2-09).
CAMA / Dredge & Fill Permit Application Review
Bailey & Associates, Inc. c% Chris Bailey
202 Summer RestRd., adjacent to Motts Channel and.,the AIWW, in Wilmington,
New Hanover County
Proposed Project: to expand the existing docking facility for the Grand View Community Marina
Please indicate"below your agency's position or viewpoint on the proposed project and
return this form to Doug Huggetfat the address above by July _18,.2015. If you have any questions
regarding the proposed project-, contact Robb Mairs at [phone] when appropriate, in depth
comments:with supporting data is requested.
REPLY: This agency has iro.objectio.n to the°project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes. .
are.incorporated. See attached.
.This, agency objects to.the:project for reasons described,in the attached comments.
SIGNED' rr Pl✓5 w DATE
N.C. Division of Coastal Management
127 Cardinal Drive Ext., Wilmington, NC28405
Phone: [phone] FAX:[phone]nternst: www.nccoaslalmanagement.net
'An Equal Opportunity AKrmalive Action Employer i

WEssELL & RANEY, L.L.P.
ATTORNEYS AT LAW
PosT OFFIcE Box 1040
WH.MINOTON, NORTH CAROLINA 28408-1049
JOR.N C. WWSRIJ., III
R�KLIgBx. T.ODTR.NRT
Wn.t m A. RAN , JR.
WARAV6 @H6I.160DTR.Nw
July 2, 2015
Mr. Braxton Davis
400 Commerce Avenue
Morehead City, NC 28557
Mr. Doug Huggett
400 Commerce Avenue
Morehead City, NC 28557
Mr. Robb Mairs
127 Cardinal Dr. Ext.
Wilmington, NC 28405
Re: CAMA Major Permit Application
Bailey & Associates, Inc., Applicant
Grandview Community Marina
202 Summer Rest Road
Dear Messers Davis, Huggett and Mairs:
STREETADDRH s:
107-B NORTR 2"" STR=
Wn,m[ OTON, NC 28401
TRI.ErnoNR: 910-762-7475
FAC6> MX: 910-792-7557
We represent the Town of Wrightsville Beach ("Town"). This letter is written to express the
objection of the Town to issuance of a CAMA Major Development Permit to Bailey & Associates, Inc.
for a proposed marina project called Grand View Community Marina at 202 Summer Rest Road,
Wilmington, NC. The application is dated June 8, 2015. The cover letter with the application is dated
June 9, 2015. The application provided to the Town by the applicant contains copies of letters to adjacent
riparian owners dated June 18, 2015.
The Town is adamantly opposed to issuance of a permit for this proposed project. The Town's
opposition has been expressed several times in the past when other proposals have been made for changes
to the existing facilities at this site. The Town's opposition is based primarily on the fact that the
proposed facilities are located on, over and around the Town -owned sanitary sewer force main which
carries all of the raw sewage from the Town to a wastewater treatment plant on the mainland owned and
operated by the Cape Fear Public Utility Authority. The sewer line is known as the Northeast Interceptor
or NEI.
The Town commented on a prior proposal by the applicant in a letter dated October 1, 2008.
Excerpts from that letter are as follows:
RECEIVED
JUL 0 6 2015

July 2, 2015
Page 2
"1. Unreasonable danger to Town of Wrightsville Beach sewer line -
Acre is a main sewer line known as the Northeast Interceptor which carries all
of the sanitary sewage from the Town of Wrightsville Beach to a regional
wastewater treatment plant. If this line were to be damaged during pier
construction, pier maintenance, dredging or operation of vessels, the damage to
public health and the environment would be catastrophic. The plan discloses
many reasons why this concern is real and immediate.
I.3. Maintenance — The need to periodically maintain, repair or
replace the sewer line will be made impossible by the existence of the pier and
docks.
L4. Emergency Repairs — The need for emergency repairs is even
more problematic as every minute that repairs are delayed could result in
hundreds of gallons of raw sewage entering the water. Removal of the vessels
and structures would surely take hours to accomplish before repairs could begin.
Recent experience with other portions of the Northeast Interceptor sewer line in
the vicinity of Hewlett's Creek shows that sewer lines of this vintage have a real
possibility offailure.
2. Violation of Town's easement rights - The Town obtained an easement
from the State of North Carolina to locate this sewer line on state owned
submerged lands. The Town also acquired a CAMA Major Permit with renewals
and modifications for installing the sewer line...
The permit application in paragraph X.D. indicates that all work was to
be done in DOT right-of-way and waters owned by the State of North Carolina.
The current application of Bailey & Associates shows that the sewer line crosses
the high water mark at a point on the DOT right -of way. The sewer line then
proceeds into the riparian area of the DOT right-of-way property. The DOT
(State of North Carolina) riparian area is established by extending the riparian
line from the high water mark perpendicular to the channel of Motts Creek.
The easement from the State of North Carolina to the Town of Wrightsville
Beach gives the Town property rights in the area over which the pier[W built. It
is fundamental real estate law that the owner of the land over which an easement
is granted cannot "use his land in such a way as to obstruct or interfere with the
exercise of the easement or inconsistent with its purposes... ". Webster's Real
Estate Law in North Carolina. Yh Edition, Hedrick & McLaughlin, §15.23. The
construction of piers and docks within the easement granted by the State of North
Carolina to the Town of Wrightsville Beach obstructs and interferes with the
Town's exercise of its easement rights and should not be allowed. "
(copy of 2008 letter is enclosed) RECEIVED
JUL 0 6 2015
W"d M" 6,vw,

July 2, 2015
Page 3
The Town would like to elaborate on those objections and draw attention to certain rules and legal
principles that the Town believes require denial of the application.
The principal objections relate to property rights and public safety and can be summarized as
follows:
1. The applicant is proposing to do work in a riparian area to which it has no rights.
2. The applicant is infringing on the easement rights granted by the State of North Carolina to
the Town for construction of the NEI.
3. The construction and use of the marina will increase the risk of damage to the sewer line
and the existence of the pier and dock and docked vessels will delay emergency response to a catastrophic
spill caused by damage or normal deterioration.
The Town would like to supplement its prior comments regarding riparian area and easement
rights as follows:
Riparian Area
The applicant's ownership extends only to the mean high water line. A Declaration of Final
Resolution of Claim to Submerged Land recorded in Book 2317 at Page 398 of the New Hanover County
Registry denies the applicant's claim to any areas below mean high water. At the eastern end of the
applicant's property where applicant's property line intersects the North Carolina DOT right of way
property line the applicant's shoreline faces Motts Creek. A line perpendicular to Motts Creek channel is
the appropriate delineation of the riparian area allocated to the applicant. The issuance of prior permits
and permit modifications allowing construction of a pier and docks in the NCDOT riparian area were
made in error. This error should not be compounded by a significant enlargement of these structures and
the allowance of dredging in areas that are not within the applicants riparian corridor.
Encroachment on Town Easement
The Town was granted an easement by the State of North Carolina "to construct, install, improve,
replace, inspect, repair and maintain a sanitary sewer pipeline" as depicted on drawings attached to the
easement. The easement was approved by the Governor and Council of State on May 4, 1982 and signed
by the Governor on May 27, 1982.
This easement grants rights that are superior to any rights purportedly conferred by a CAMA
Permit for construction of a pier and docks in the same location. The State has no right to grant an
easement or other authorization for any person to utilize the same easement area already conveyed to the
Town if the additional use impairs the authorized use by the Town. (See US v. Seagate, Inc., 397 F Supp.
1351 (EDNC 1975). An owner can grant easements to third parties allowing third parties to use an
easement area previously granted, but only if "such additional easements do not unreasonably interfere
with the original easement holders usage of the original easement." Webster's Real Estate LavRSfiENFRth
JUL 0 6 2015

July 2, 2015
Page 4
Carolina 64' edition, Section 15.23. The location of pier and dock structures within the Town's easement
constitutes an unreasonable interference with the Towns right to construct, maintain and repair its sewer
line.
In addition, the Town asks that DCM carefully consider the following CRC rules that the Town
believes require denial of the permit application:
7H.0207(c) & (d)
7H.0208(a)(2)(G)
7H.0208(b)(5)(A)
7H.0208(b)(5)(D)
7H.0208(b)(5)(F)
7H.0208(b)(5)(H)
7H.0208(b)(6)(G)(ii)
7H.0208(b)(6)(I)
The Town would welcome the opportunity to discuss these concerns with appropriate
representatives of DCM. Thank you for your consideration of these comments.
Yours very truly,
WESSELL & RANEY, L.L.P.
C . 1�1ti t
John . Wessell, III
JCW:dc
JC W \wrbch%W 08-097L I00
RECEIVED
JUL 06 1015
WC'k iwnb' 414v

JORN C. WW8Mx-, III
WEssELIAgBEI OUTH.NIOP
WH.I.IAm A. RANEY, JR.
[e-mail]
WESSELL By RANEY, L.L.P.
A7TORNmYBAT LAW
POST OFFICID Box 1049
WuzaNOTON, NORTH CAROLINA 28402-1049
October 1, 2008
VIA U.S. MAIL AND FAX [phone])
Mr. Steve Everhart
Division of Coastal Management
127 Cardinal Drive Ext.
Wilmington, NC 28405
Re: CAMA Major Permit #84-01
Bailey & Associates, Inc.
Modification application
Dear Mr. Everhart:
STREET ADDREss:
107-B NORTH 2— STREET
Wna�GTON, NC 28401
TELEPHONE: [phone]
FACOUdUX: 910-762-7557
We represent the Town of Wrightsville Beach. The Town has
received notice of an application for an additional modification of
Permit 84-01 now held by Bailey & Associates, Inc. The modification
request was mailed to the Town by letter dated September 15, 2008
from Jim Hundley of Waterline, a marine contractor. The Town submits
the following comments on the application and objects to the permit
modification for the following reasons:
APPLICATION ISSUES
MP-1 Form
4.a. - The total length of shoreline along the high water
line is only about 4001, not the 850+/- claimed. The applicant
apparently measured the shoreline length either along the low water
line or a combination of the low water line and an arbitrary line
through the marsh.
4.b. - The size of the tract should be calculated as the
area above mean high water. This area appears to be in the
neighborhood of 8,000 square feet rather than the 43,877 square feet
claimed by the applicant. Most of the square footage claimed by the
applicant is submerged land.
RECEIVED
JUL 0 6 2015
kx;"-"M)d 61414

Mr. Steve Everhart
October 1, 2008
Page 2
MP-4 Form
2. - Section 2 of MP-4 relating to docking facility and
marina operations is marked "this section not applicable". Although
the amount of dock space appears to qualify this for a marina
designation, the applicant contends that it is limited to 10 slips.
Nonetheless, it is a docking facility that will have the capability
of docking large vessels and the form should be completed. In
particular, the Town of Wrightsville Beach has concerns about
uncontrolled discharge of waste from marine heads and the applicant
should provide information on this issue.
7.a. - The location of the riparian property line is
represented to be 15, south of the proposed structures. However, the
bulk of the structures are located within the riparian area of the
North Carolina Department of Transportation. This issue will be
addressed in subsequent parts of this letter.
OBJECTIONS AND GROUNDS FOR PERMIT DENIAL
1. Unreasonable danger to Town of Wrightsville Beach sewer
line - There is a main sewer line known as the Northeast Interceptor
which carries all of the sanitary sewage from the Town of
Wrightsville Beach to a regional wastewater treatment plant. If this
line were to be damaged during pier construction, pier maintenance,
dredging or operation of vessels, the damage to public health and the
environment would be catastrophic. The plan discloses many reasons
why this concern is real and immediate.
1.1. Construction - The location of the sewer line is not
shown on the plan beyond the first finger pier. The gazebo and all
four finger piers are proposed to be built over the line, but it is
unclear where the pilings to which the finger piers are attached will
be located. The driving or jetting of pilings has the real potential
of damage to the sewer line during construction.
1.2. Dredging - The plan is not clear regarding the extent
of dredging but it appears that the dredging is proposed up to and
perhaps beyond the sewer line where the line goes under the
westernmost finger pier. The dredging is proposed to a depth of -6'
MLW. At least part of the line near the low water mark is only -2
below the ground surface. As the line proceeds under the proposed
gazebo into the area proposed for dredging, the notation on the plan
indicates that the sewer line is 2' below the mud line. The water
depth in this area is about -3' MLW, thereby putting the sewer line
at -5' MLW. This results in dredging to a depth below the sewer
line. Obviously it is impossible to dredge to -6' MLW in this area
without damaging or affecting the integrity of the line. Even if the
RECEIVED
Jul 0 6 1015

Mr. Steve Everhart
October 1, 2008
Page 3
dredging stops short of the line, the sloughing of the soil could
cause the line to become exposed or to be unsupported.
1.3. Maintenance - The need to periodically maintain,
repair or replace the sewer line will be made impossible by the
existence of the pier and docks, including the fixed structures such
as the gazebo. Bolting the floating section is not adequate
accommodation for maintenance or repair as the entirety of the finger
piers and associated pilings would have to be removed to accommodate
construction barges.
1.4. Emergency Repairs - The need for emergency repairs is
even more problematic as every minute that repairs are delayed could
result in hundreds of gallons of raw sewage entering the water.
Removal of the vessels and structures would surely take hours to
accomplish before repairs could begin. Recent experience with other
portions of the Northeast Interceptor sewer line in the vicinity of
Hewlett's Creek shows that sewer lines of this vintage have a real
possibility of failure.
2. Violation of Town's easement rights - The proposed gazebo and
all four finger piers are constructed over the Town's sewer line.
The Town obtained an easement from the State of North Carolina
("Easement" attached as Exhibit A) to locate this sewer line on state
owned submerged lands. The Town also acquired a LAMA Major Permit
with renewals and modifications for installing the sewer line.
(Permit and application attached as Exhibit B). Exhibit B consists
of the renewal modification permit issued in March 1982 and a further
modification issued in July 1982. The Town records did not include
the original permit apparently issued in 1978.
The permit application in paragraph X.D. indicates that all work
was to be done in DOT right-of-way and waters owned by the State of
North Carolina. The current application of Bailey & Associates shows
that the sewer line crosses the high water mark at a point on the DOT
right -of way. The sewer line then proceeds into the riparian area of
the DOT right-of-way property. The DOT (State of North Carolina)
riparian area is established by extending the riparian line from the
high water mark perpendicular to the channel of Motts Creek.
The easement from the State of North Carolina to the Town of
Wrightsville Beach gives the Town property rights in the area over
which the pier, the gazebo and all of the finger piers are proposed
to be built. It is fundamental real estate law that the owner of the
land over which an easement is granted cannot "use his land in such a
way as to obstruct or interfere with the exercise of the easement or
inconsistent with its purposes...". Webster's Real Estate Law in
North Carolina, 5" Edition, Hedrick & McLaughlin. The construction
RECEIVEI)
jai n g tug
�.IM.INUv, i 1

Mr. Steve Everhart
October 1, 2008
Page 4
of piers and docks within the easement granted by the State of North
Carolina to the Town of Wrightsville Beach obstructs and interferes
with the Town's exercise of its easement rights and should not be
allowed.
3. Violation of CAMA and CRC Rules
3.1 G.S. 113A-120 (a) (2) - The proposed development is in
the estuarine waters AEC and must meet the standards in G.S. 113-
229(e) which are incorporated by reference in G.S. 113A- 120 (a) (2) .
G.S. 113-229(e) provides, inter alia, that a permit application can
be denied if "there will be a significant adverse effect on the
public health, safety or welfare...". In this case the expanded
docking facilities/marina will extend into an area that is heavily
used at times as a safe navigation/waiting area for vessels waiting
to use the North Carolina Wildlife Resources Commission boat ramp at
Wrightsville Beach. The proposed docking facility is also located in
the navigation area for vessels waiting for periodic bridge opening
of the Wrightsville Beach drawbridge. This is an extremely congested
area and further obstruction of navigable water constitutes a
significant adverse effect on the public health, safety and welfare.
The safety issue is compounded by the applicant's indication
that the typical size of the vessels using the facility will be 65
feet. Vessels of this size will have a difficult time maneuvering
into the slips proposed even if the area were not congested by other
boats. Navigation in and out of the slips will be further
complicated by the fact that there is a significant current in the
entire area of the proposed docks.
The public health, safety and welfare will also be significantly
adversely affected by the construction of the pier and docking
facilities over the main sewer line for the Town of Wrightsville
Beach. (See previous comments).
3.2. - G.S. 113A-120(a)(5) - Public trust waters
The proposed development is in the Public Trust Water AEC.
The statutory standard for this AEC requires the development to be
denied if it will jeopardize the public rights or interests specified
in G.S. 113A-113 (b) (5) . Among public trust rights is the right of
navigation. The extended proposed docking facility is located in an
area heavily used for public navigation. The slips extend across the
deepest water leading to the docking facilities located along Summer
Rest Road. The 5 outermost slips are over the deepest water
providing navigation to and from Motts Creek. The docks occupy the
channel leading from the private boating facilities along SutR"EmEIRest
Road to the channel of the AIWW.
JUL 0 6 2015

Mr. Steve Everhart
October 1, 2008
Page 5
3.3. - G.S. 113A-120(a)(8) - State Guidelines and Local
Land Use Plans - The proposed project is inconsistent with
State guidelines found in 15A NCAC, subchapter 7H and within the
Local Land Use Plan for New Hanover County and Wilmington.
3.3.1. - 7H.0207(c), (d).
The proposal is inconsistent with the management objective of
protecting public rights of navigation and recreation set forth in
.0207(d) which states:
"In the absence of overriding public benefit, any
use which significantly interferes with the public
right of navigation or other public trust rights
which the public may be found to have in these
areas, shall not be allowed."
While piers and even marinas are examples of the uses acceptable
in public trust areas, they are subject to the proviso that "such
uses will not be detrimental to the public trust rights."
For the reasons stated above, the public has an intense and
necessary navigational use of the area which should not be preempted
by the construction of the docking facility. The above -referenced
rules specifically provide that "projects which would directly or
indirectly block or impair existing navigation channels, ... are
generally considered incompatible with the management policies of the
public trust areas."
3.3.2. - 7H.0208(a)(2)(H)
Among the general use standards applicable to coastal
wetlands, estuarine waters and public trust areas is the following:
"Development shall not impede navigation or
create undue interference with access to, or
use of, public trust areas or estuarine
waters."
3.3.3. - 7H.0208(b)(5)
This facility should be considered a marina because the
extent of the dockage space readily accommodates in excess of 10
boats for permanent dockage.
3.3.4. - 7H.0208 (b) (5) (B) RECEIVED
JUL 0 8 20b
I46*4whjr ) mix

Mr. Steve Everhart
October 1, 2008
Page 6
This rule provides that for marinas associated with
residential development are allowed no more than 27 square feet of
public trust area for every linear foot of the shoreline. An
accurate measure of the applicant's shoreline along the normal high
water mark is only about 4001. This allows the use of 10,800 square
feet of public trust area. The public trust area occupied by the
proposed docks, not including the access pier, is roughly 16,000
square feet.
3.3.5 - 7H.0208(b)(5)(F)
This rule requires approval of controlling parties in areas
which have been deeded by the State. The State has granted a deed of
easement to the Town of Wrightsville Beach for the Town's sewer line
which is located where the pier and docking facilities are proposed.
3.3.6 - 7H.0208(b)(5)(H), (I)
The applicant's proposal does not "minimize adverse effects
on navigation and public use of public trust areas" nor does the
applicant "avoid adverse impacts on navigation in federally
maintained channels and their immediate boundaries" as required in
the above -referenced rule. The applicant has no right to expand the
size of the facility and to navigation areas simply to make more
money at the expense of public uses.
3.3.7 - 7H.0208(b)(6)(D)
The above -referenced rule limits the square footage of
docking facilities based on the applicant's shoreline length. As
previously set forth, the length of the applicant's shoreline is
about 400, rather than the 850' claimed by the applicant. The
applicant is allowed 4 square feet per linear foot of shoreline or
1,600 square feet for the combined area of "T"s finger piers,
platforms and decks. The combined area for these facilities proposed
by the applicant is 4,004 square feet if all of the floating docks
are considered finger piers, or 3,304 square feet if the main
floating dock is considered a part of the pier. In either case the
combined total area greatly exceeds the area allowed by the rule.
3.3.8 - 7H.0208(b)(6)(J)(ii)
The applicant's proposal extends the pier, including the
finger piers, into the channel of Motts Creek. The above -referenced
rule prohibits structures which extend into the channel portion of a
water body.
RECEIVED
JUL 6 6 2015
OGNI-Oomw #,$

Mr. Steve Everhart
October 1, 2008
Page 7
3.3.9 - 7H.0208(b)(6)(J)(iii)
The proposed docking facility extends more than 1/4`" the
distance across the body of water. The applicant indicates that the
width of the water body is 485' measured from the edge of the marsh
on the west side of the Intracoastal Waterway to the high water mark
on the east side. This allows a facility to extend 121.25, from the
edge of the marsh into the body of water. The floating dock
structures extend about 160' from the edge of the marsh, thus
exceeding the 1/4`" rule by a significant amount.
In addition, when a creek or channel comes into a larger
body of water such as is the case here, the 1/4`" rule should use the
equidistant method of establishing a center line for the body of
water so that a 1/4`" width can be established as the smaller channel
enters the larger body of water. This assures that the center M of
the body of water remains open for public use. Although the Motts
Creek area in this location consists of a complicated shoreline, it
appears that the finger piers extend well into the middle M of Motts
Creek Channel as it connects to the Intracoastal Waterway, thereby
violating the 1/41" rule.
3.3.10. - Wilmington/New Hanover County Land Use Plan, Part
III, Section A, Policy 3.20
In relevant part the above -referenced policy states:
"Prohibit new dredging activities in shell fishing waters (SA)...".
There are exceptions to this policy for certain activities and for
areas previously dredged, none of which are applicable to this
application. This prohibition is similar to, but much broader than,
the CRC rule that prohibits new dredging in primary nursery areas
(PNAs). The City/County policy applies to outstanding resource
waters and SA waters in addition to PNAs. The prohibition extends to
all SA waters whether open to shell fishing or not. When I
questioned the City and. County staff during the development of the
plan concerning the breadth of the SA dredging prohibition, they
responded that they intended the policy to apply to both open and
closed shell fishing waters. Accordingly, the dredging portion of
the project is inconsistent with the City/County Land Use Plan.
3.3.11. - Wilmington/New Hanover County Land Use Plan, Part
III, Section A, Policy 3.4 and Strategies 3.4.5 and 3.4.6
These policies relate to eliminating pollution from
municipal wastewater treatment systems by assuring continuing
inspection, maintenance and repair. The location of the fixed parts
of the proposed pier and the floating docks and associated pilings
directly over the City/County main sewer line serving all of
Wrightsville Beach will provide a significant obstacle to insp&4_qVAJ,
JUL 06 2015
ww"- wwu i6:1us

Mr. Steve Everhart
October 1, 2008
Page 8
maintaining and repairing the sewer line in accordance with this
policy.
CONCLUSION
For the reasons stated herein the Town of Wrightsville Beach
respectfully requests that the permit modification requested by
Bailey & Associates be denied.
Sincerely,
WESSELL & RANEY, L.L.P.
Attorneys for Town of
Wrightsville Beach
William A. Raney, Jr.
WAR:dc
CC: Mr. Bob Simpson
Mr. John C. Wessell, III
Mr. Mike Vukelich
JM.rb h\N09-097-0O3
RECEIVED
JUL 0 6 2015

WEssELL & RANEY, L.L.P.
ATTORNEYS AT LAW
PosT OFFICE Box 1040
WnmiNOTON, NORTH CAROLINA 88402-1049
Joa C. wmsELL, III
WES6EL14M JA00TR.N&r
Wn 1,1e A. RA , JR.
WARA @Bwx OOTR.N=
July 2, 2015
Mr. Braxton Davis
400 Commerce Avenue
Morehead City, NC 28557
Mr. Doug Huggett
400 Commerce Avenue
Morehead City, NC 28557
Mr. Robb Mairs
127 Cardinal Dr. Ext.
Wilmington, NC 28405
Re: CAMA Major Permit Application
Bailey & Associates, Inc., Applicant
Grandview Community Marina
202 Summer Rest Road
Dear Messers Davis, Huggett and Mairs:
STRmor ADDRH 8:
107-B NORTH 2m STREW
Waemv N,NC 28401
Ta RONE: 910-792-7475
FAcsmux: 910-762-7557
RECEIVED
JUL 0 8 2015
ACH—Hmt 1,a1
We represent the Town of Wrightsville Beach ("Town"). This letter is written to express the
objection of the Town to issuance of a CAMA Major Development Permit to Bailey & Associates, Inc.
for a proposed marina project called Grand View Community Marina at 202 Summer Rest Road,
Wilmington, NC. The application is dated June 8, 2015. The cover letter with the application is dated
June 9, 2015. The application provided to the Town by the applicant contains copies of letters to adjacent
riparian owners dated June 18, 2015.
The Town is adamantly opposed to issuance of a permit for this proposed project. The Town's
opposition has been expressed several times in the past when other proposals have been made for changes
to the existing facilities at this site. The Towns opposition is based primarily on the fact that the
proposed facilities are located on, over and around the Town -owned sanitary sewer force main which
carries all of the raw sewage from the Town to a wastewater treatment plant on the mainland owned and
operated by the Cape Fear Public Utility Authority. The sewer line is known as the Northeast Interceptor
or NEI.
The Town commented on a prior proposal by the applicant in a letter dated October 1, 2008.
Excerpts from that letter are as follows:
RECVED
DCM WILMINGTON, NC
JULa) 6 2015

July 2, 2015
Page 2
11
1. Unreasonable danger to Town of Wrightsville Beach sewer line -
There is a main sewer line known as the Northeast Interceptor which carries all
of the sanitary sewage from the Town of Wrightsville Beach to a regional
wastewater treatment plant. If this line were to be damaged during pier
construction, pier maintenance, dredging or operation of vessels, the damage to
public health and the environment would be catastrophic. The plan discloses
many reasons why this concern is real and immediate.
1.3. Maintenance — The need to periodically maintain, repair or
replace the sewer line will be made impossible by the existence of the pier and
docks.
1.4. Emergency Repairs — The need for emergency repairs is even
more problematic as every minute that repairs are delayed could result in
hundreds of gallons of raw sewage entering the water. Removal of the vessels
and structures would surely take hours to accomplish before repairs could begin.
Recent experience with other portions of the Northeast Interceptor sewer line in
the vicinity of Hewlett's Creek shows that sewer lines of this vintage have a real
possibility offailure.
Z Volation of Town's easement rights - The Town obtained an easement
from the State of North Carolina to locate this sewer line on state owned
submerged lands. The Town also acquired a CAMA Major Permit with renewals
and modificationsfor installing the sewer line...
The permit application in paragraph X.D. indicates that all work was to
be done in DOT right-of-way and waters owned by the State of North Carolina.
The current application of Bailey & Associates shows that the sewer line crosses
the high water mark at a point on the DOT right -of way. The sewer line then
proceeds into the riparian area of the DOT right-of-way property. The DOT
(State of North Carolina) riparian area is established by extending the riparian RECEIVED
line from the high water mark perpendicular to the channel ofMotts Creek JUL 0 8 1015
u+.Wwrlw S;W�
The easement from the State of North Carolina to the Town of Wrightsville
Beach gives the Town property rights in the area over which the pierfisj built. It
is fundamental real estate law that the owner of the land over which an easement
is granted cannot "use his land in such a way as to obstruct or interfere with the
exercise of the easement or inconsistent with its purposes... ". Webster's Real
Estate Law in North Carolina. 5" Edition, Hedrick & McLaughlin, §15.23. The
construction of piers and docks within the easement granted by the State of North
Carolina to the Town of Wrightsville Beach obstructs and interferes with the
Tom's exercise of its easement rights and should not be allowed. "
(copy of 2008 letter is enclosed) RECEIVED
DCM WILMINGTON, NC
IUL U S 2015

July 2, 2015
Page 3
The Town would like to elaborate on those objections and draw attention to certain rules and legal
principles that the Town believes require denial of the application.
The principal objections relate to property rights and public safety and can be summarized as
follows:
The applicant is proposing to do work in a riparian area to which it has no rights.
2. The applicant is infringing on the easement rights granted by the State of North Carolina to
the Town for construction of the NEI.
3. The construction and use of the marina will increase the risk of damage to the sewer line
and the existence of the pier and dock and docked vessels will delay emergency response to a catastrophic
spill caused by damage or normal deterioration.
The Town would like to supplement its prior comments regarding riparian area and easement
rights as follows:
Riparian Area
The applicant's ownership extends only to the mean high water line. A Declaration of Final
Resolution of Claim to Submerged Land recorded in Book 2317 at Page 398 of the New Hanover County
Registry denies the applicant's claim to any areas below mean high water. At the eastern end of the
applicant's property where applicant's property line intersects the North Carolina DOT right of way
property line the applicant's shoreline faces Motts Creek. A line perpendicular to Motts Creek channel is
the appropriate delineation of the riparian area allocated to the applicant. The issuance of prior permits
and permit modifications allowing construction of a pier and docks in the NCDOT riparian area were
made in error. This error should not be compounded by a significant enlargement of these structures and
the allowance of dredging in areas that are not within the applicants riparian corridor. RECEIVED
Encroachment on Town Easement JUL 0 8 7n15
The Town was granted an easement by the State of North Carolina "to construct, install, improve,
replace, inspect, repair and maintain a sanitary sewer pipeline" as depicted on drawings attached to the
easement. The easement was approved by the Governor and Council of State on May 4, 1982 and signed
by the Governor on May 27, 1982.
This easement grants rights that are superior to any rights purportedly conferred by a CAMA
Permit for construction of a pier and docks in the same location. The State has no right to grant an
easement or other authorization for any person to utilize the same easement area already conveyed to the
Town if the additional use impairs the authorized use by the Town. (See US v. Seagate, Inc., 397 F Supp.
1351 (EDNC 1975). An owner can grant easements to third parties allowing third parties to use an
easement area previously granted, but only if "such additional easements do not unreasonably interfere
with the original easement holders usage of the original easement." Webster's Real Estate Law in North
RECEIVED
DCM WILMINGTON, NC
I

July 2, 2015
Page 4
Carolina, 66' edition, Section 15.23. The location of pier and dock structures within the Town's easement
constitutes an unreasonable interference with the Town's right to construct, maintain and repair its sewer
line.
In addition, the Town asks that DCM carefully consider the following CRC rules that the Town
believes require denial of the permit application:
7H.0207(c) & (d)
7H.0208(a)(2)(G)
7H.0208(b)(5)(A)
7H.0208(b)(5)(D)
7H.0208(b)(5)(F)
7H.0208(b)(5)(H)
7H.0208(b)(6)(G)(ii)
7H.0208(b)(6)(I)
The Town would welcome the opportunity to discuss these concerns with appropriate
representatives of DCM. Thank you for your consideration of these comments.
Yours very truly,
WE SELL & RANEY, L.L.P.
John Wessell, III
JCW:dc
JC W\wrbcMwo 8-097-C 100
RECEIVED
JUL 0 8 1015
OL.H-4Wh w j :.W:
RECEIVED
DCM WILMINGTON, NC
JUL 12015

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LMG
LAND MANAGEMENT GROUP mr-
Environmental Consultants
June 18, 2015
NC Department of Transportation
c/o Mr. Stoney Mathis, P.E.
5501 Barbados Blvd.
Castle Hayne, NC 28429
RE: Application for CAMA Major Permit
202 Summer Rest Road, Wilmington, NC
Dear Mr. Mathis,
This letter serves to notify you of proposed modifications to the existing dock located at 202 Summer
Rest Road, Wilmington, NC. Bailey and Associates, Inc. has submitted an application requesting a NC
CAMA Major Permit to the NC Division of Coastal Management (DCM). The applicant is requesting
modifications to the existing structure which will expand the docking facilities to 17 boat slips,16' to 30'
in length. Associated dredging to 4 mean low water is also proposed. As an adjacent riparian
property owner to the property, you are required by the permit application process to be notified. The
NC DOT was previously notified and is being re -notified following minor changes to the application
package.
A copy of the CAMA permit application (narrative, application forms and figures) as it has been
accepted by the NC DCM is enclosed. If you have any comments on the project, they can be directed
to Mr. Robb Mairs, NC DCM,127 Cardinal Drive Ext., Wilmington, NC, 28405 or 910-796-7423. No
comment within 30-days of receipt of this package indicates no objection. I am happy to answer any
questions you may have regarding the enclosed materials and can be reached at 910452-0001.
Sincerely,
Steve Morrison
Environmental Consultant
cc: Mr. Robb Mairs, NC DCM
RECEIVED
JUN 2 z 2015
DIVISION 3 OFFICE
www.lmgroup.net • [e-mail] • Phone: [phone] • Fax: [phone]
3805 Wrightsville Ave., Suite 15, Wilmington, NC 28403 • P.O. Box 2522, Wilmington,
NC 28402

l/
LMG
LAND MANAGEMENT GROUP mc.
Environmental Consultants .
6/9/15
Robb Mairs
Division of Coastal Management
127 Cardinal Drive Extension
Wilmington, N.C. 28405-3845
Re: CAMA Major Permit Application, Grand View Community Marina, AIWW, New
Hanover County
Dear Robb,
On behalf of Bailey and Associates, Inc., please find enclosed a revised CAMA Major Permit
application package for the above -referenced project. The enclosed permit application includes
the additional information and changes requested in our June 4, 2015 meeting. Please contact
me with any questions regarding the enclosed application. Thank you for your assistance.
Sincerely,
Steve Morrison
Environmental Consultant
Encl: Application package, Copy of letter to Town of Wrightsville Beach, $400 application fee
check
Cc: Bailey and Associates, Inc.
www.lmgroup.net • [e-mail] • Phone: [phone] • Fax: [phone]
3805 Wrightsville Ave., Suite 15, Wilmington, NC 28403 • P.O. Box 2522, Wilmington, NC 28402

CAMA Major Permit Application
Project Narrative
Grand View Community Marina
202 Summer Rest Road
Wilmington, New Hanover County, North Carolina
Bailey and Associates, Inc., Applicant
Land Management Group (LMG) Inc., Agent
Existing Conditions
Bailey and Associates Inc., is the owner of New Hanover County parcel R05714-004-012-000. The
property is located at 202 Summer Rest Road, Wilmington, and abuts Motts Creek and the Atlantic
Intracoastal Waterway (AIWW) just north of the Wrightsville Beach Bridge. Upland portions of the
property are located within the City of Wilmington, and riparian areas below mean high water are
within the jurisdiction of New Hanover County. The property features riparian access to Molts
Creek on the northern side of the property and the AIWW at the eastern end of the property. There
are 476-Ift of shoreline along normal high water, as flagged by LMG, within the deeded property
boundaries. The property currently contains a 652-ft long fixed pier which accesses a 60-ft long
floating dock parallel to the AIWW with 2 boat slips (CAMA Permit 84-01). The current floating dock
is located approximately 12' landward of the quarter waterbody setback which is more restrictive
than the 80' federal setback off the AIWW channel in this location. Deeded property boundaries for
the parcel include a mean low water and a mean high water line surveyed at the time of
recordation in 1984. Since the low water line was shown on the 1984 survey, a search for any
submerged land claims was conducted to determine whether the applicant or any adjacent parcel
had a legal submerged land claim. The NCDENR, Division of Marine Fisheries, database for
"Submerged Land Claims Recognized under NCGS 113-205" was reviewed. Neither the subject
property nor the directly adjacent northern property were shown to have any recognized
submerged land claims. More recent mean high water, normal high water, and mean low water
contours are provided in the application materials in addition to the deeded boundaries (for
reference only).
The AIWW along the property is designated by the NC Environmental Management Commission
(EMC) as SB waters (Index # 18-87-24). The property is located across the AIWW from the public
boat ramp at Wrightsville Beach. No waters adjacent to the property are mapped as Primary
Nursery Area (PNA), and the adjacent waters are closed to shellfishing for human consumption.
Proposed Project
Bailey and Associates, Inc. is proposing to expand the existing docking facility to provide a total of
17 slips, ranging between 16' and 30' in size. Two of the slips on the outside of the'T head would
be transient slips. All slips would serve residential units within the Grand View mixed -use
development currently under construction at 7205 Wrightsville Avenue (the former "Babies
Hospital" and New Hanover County parcel R05714-002-003-000). The residential component of
the mixed -use redevelopment of the former Babies Hospital site will provide 111 residential units.
Boat slips proposed in this application would serve the residents of Grand View. The proposed
boat slips are within walking distance of the residential units, and no parking at the waterfront
parcel will be necessary. No upland work is proposed in this application.
Grand View Community Marina, Bailey and Associates, Inc.
CAMA Major Permit Application, Project Narrative, June 8, 2015
1

The existing floating dock along the AIWW and a portion of the existing outer access pier would be
removed. A new floating dock system with platforms would be constructed along the AIWW. New
structures will include the addition of a 117-Ift floating dock spine; four 24' long floating fingers;
three 30' long floating fingers; a 60-Ift "T"; a 176 sq.ft. fixed covered platform with a 213 sq. ft. open
deck; and a 256 sq.ft. floating platform. New floating docks will be accessed by a ramp, and pilings
will be installed to secure the floating docks and for boat mooring purposes. A 9' x 14' fixed gazebo
with a 5' x 20' deck is proposed on Molts Creek and would be accessed by a new fixed pier
extending 73' from the existing fixed pier.
The sewer line for the Town of Wrightsville Beach is buried within the riparian corridor of this
property. The piling and dredging plans have been designed to avoid the surveyed position of the
buried force main by a minimum of 12 ft. In addition, prior to construction, a field marking of the
force main will be performed by a professional utilities location company to assure this separation.
A hydrographic survey was completed by TI Coastal in September 2014. Depths from a February
2007 Gahagan & Bryant survey, as shown on a February 2009 Maritech Dredging, LLC plan used
in a previous CAMA application, are included for the southern -most portion of the riparian corridor.
Water depths within the project area near the AIWW currently range between -0.75' MLW to -9'
MLW. Dredging to 4 MLW is proposed only along the western half of the proposed floating dock
system where current depths are -4' MLW or less. The dredging area is designed to remain 10'
from the surveyed outer edge of the coastal wetlands. The dredge area would total 6,732 sq.ft.,
and the dredge volume is anticipated to be approximately 810 cy. The applicant proposes to use a
bucket -to -barge operation and dispose of the material on an existing spoil disposal site owned by
Shore Acres, Inc. and located on the AIWW approximately 0.5 mile south of the project area.
Permission for the use of this disposal site has been requested and a copy of that approval is
enclosed.
No fuel or maintenance services would be provided, and no overnight or live-aboards would be
allowed by the rental agreement and/or community rules and restrictions. Seapath Yacht Club
provides a pump -out and is located on Harbor Island (Wrightsville Beach) less than 1 mile by water
from the project site.
As a result of our 11/5/14 scoping meeting and our 3/26/15 pre -application meeting, we are
providing an update on two items:
1. On 11/14/14, a request (copy enclosed) was made to the Town of Wrightsville Beach for a
recorded copy of the "Easement" between the State of North Carolina and the Town or in lieu of
such, the recording information from the New Hanover County Register of Deeds Office along with
other maps, surveys and other information relating to the "Easement". As of today, there has been
no response to this public records request.
2. DCM staff has requested that the proposed dock system along the AIWW be moved
northward to avoid what was believed to be the northern NC Department of Transportation right-of-
way line across the AIWW as originally portrayed on the plan drawings for the project used by Land
Management Group. In order to verify the presence and accurate extent of a right-of-way over the
water, a request to NCDOT was made for documentation. At present, we have received various
Grand View Community Marina, Bailey and Associates, Inc.
CAMA Major Permit Application, Project Narrative, June 8, 2015
2

materials from NCDOT, however the applicant believes none of the materials accurately depict or
prove that an easement or right-of-way exists over the AIWW. The applicant is of the opinion at this
time that such an easement or right-of-way does not exist and we are presenting the proposed
dock system as planned, with the earlier portrayed right-of-way line over the AIWW labeled as
"Disputed" and anticipate NCDOT further review during the normal course of the permit application
review process.
Grand View Community Marina, Bailey and Associates, Inc.
CAMA Major Permit Application, Project Narrative, June 8, 2015
3

DOM MP-1
APPLICATION for
Major Development Permit
(last revised 12127/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
Bailey And Associates, Inc.
Project Name (if applicable)
Grand View Community Marina
Applicant 1: First Name
Go Mr. Chris
MI
Last Name _
Bailey
Applicant 2: First Name
MI
Last Name
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
P.O. Box
PO Box
400
City
Jacksonville
State
NC
ZIP
28541
Country
USA
Phone No.
910-346-8443 ext.
FAX No.
910-346-8637
Street Address (if different from above)
City
State
ZIP
Email
[e-mail]
2. Agent/Contractor Information
Business Name
Land Management Group, Inc.
Agend Contractor 1: First Name
MI
Last Name
Steve
Morrison
Agent/ Contractor 2: First Name
MI
Last Name
Laura
Stasavich
Mailing Address
PO Box
City
State
3805 Wrightsville Ave., Suite 15
Wilmington
NC
ZIP
Phone No. 1
Phone No. 2
28403
910 - 452 - 0001
ext.
ext.
FAX No.
Contractor #
910 452 0060
Street Address (if different from above)
City
State
ZIP
Email
[e-mail]; [e-mail]
<Form continues on back>
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Form DCM MP-1 (Page 2 of 5)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple)
Street Address
State Rd. #
New Hanover
202 Summer Rest Road
S.R. 1417
Subdivision Name
City
State
Zip
NIA- will serve Grand View rental units
Wilmington
NC
28403 -
Phone No.
Lot No.(s) (if many, attach additional page with list)
- - ext.
N/A, ,
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
GAPE rZAIt
Atlantic Intracoastal Waterway and Molts Creek
c. Is the water body identified in (b) above, natural or manmade?
d. Name the closest major water body to the proposed project site.
®Natural ❑Manmade []Unknown
AIVYW
e. Is proposed work within city limits or planning jurisdiction?
f. If applicable, list the planning jurisdiction or city limit the proposed
®Yes ❑No -
work falls within.
City of Wilmington (above MHW) and New Hanover County
(below MHW)
4.
Site Description
a.
Total length of shoreline on the tract (ft.)
b. Size of entire tract (scift)
476 feet along NHW
0.85 acres per NHC GIB data
c.
Sae of individual lot(s)
d. Approximate elevation of tract above NHW (normal high water) or
N/A, I I
NWL (normal water level)
(If many lot sizes, please attach additional page with a list)
Upland area — 2' ®NHW or ❑NWL
e.
Vegetation on tract
Area below NHW includes coastal marsh species such as Spartina alterniflora, Distichlis spicata, Limonium carolinianum,
Spartina patens, and Salicornia depressa. Upland on the property is largely vegetated by Morelia cerifera.
f.
Man-made features and uses now on tract
Approximately 1271ft of bulkhead; V x 652' fixed access pier; ramp; 6' x 66' floating dock providing two boat slips.
g.
Identify and describe the existing land uses adlacent to the proposed project site.
Adjacent uses to the north are residential. Adjacent uses to the west, along Wrightsville Ave, are largely commercial.
h.
How does local government zone the tract?
i. Is the proposed project consistent with the applicable zoning?
City of Wilmington zones upland as 0&1-1 (Office and
(Attach zoning compliance certificate, if applicable)
Institutional 1). New Hanover County zones area below
®Yes []NO ❑NA
MHW as B-1 Business (GIS data).
j.
Is the proposed activity part of an urban waterfront redevelopment proposal? ❑Yes ®No
k.
Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. ❑Yes ®No ❑NA
If yes, by whom?
I.
Is the proposed project located in a National Registered Historic District or does it involve a ❑Yes ®No ❑NA
National Register listed or eligible property?
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Form DCM MP-1 (Page 3 of 5)
APPLICATION for
Major Development Permit
<Form continues on next page>
m. (i) Are there wetlands on the site? ®Yes []No
(11) Are there coastal wetlands on the site? ®Yes ❑No
(III) If yes to either (i) or (ii) above, has a delineation been conducted? ®Yes []No
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
Work requested in this application does not require treatment of wastewater, but the property is served by the Cape Fear
Public Utility Authority.
o. Describe existing drinking water supply source.
Work requested in this application does not require drinking water, but the property is served by the Cape Fear Public Utility
Authority.
p. Describe existing storm water management or treatment systems.
There are no existing stormwater management or treatment systems on site. Existing development is pervious decking.
5. Activities and Impacts
a. Will the project be for commercial, public, or private use? ❑Commercial ❑PubllrlGovemment
®PrivatelCommunity
b. Give a brief description of purpose, use, and daily operations of the project when complete.
Purpose is to expand docking facilities to provide 14 boat slips 24' to 30' in size, one slip 16' in size and two transient slips.
All boat slips would serve the Grand View apartment rental community currently under construction at 7205 Wrightsville
Avenue. Slips would be available for use by residents of the residential units within the mixed -use development and would
be used for recreational boating.
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.
Installation of new floating docks and mooring pilings would be done with standard wash -in piling rig. Proposed dredging
would be "bucket to barge" with material dewatered on the barge before placement in an approved spoil disposal area.
d. list all development activities you propose.
Along AIW W-construction of new floating dock and 7 finger piers to provide 14 boat slips 24' to 30' in size, one slip 16' in
size, and two transient slips. Construction of two platforms. One floating platform serving as a kayak/wave runner launch
area. One fixed platform, partially roofed. Dredging within 6,732 sq.ft. of public trust bottom to final depth of -4' MLW.
Majority of existing fixed pier to remain. Along Motts Creek- new fixed pier and partially roofed fixed platform. No upland
development is proposed.
e. Are the proposed activities maintenance of an existing project, new work, or both? Both
I. What is the approximate total disturbed land area resulting from the proposed project? No upland disturbance, Dredging
below NHW — 6.732
Sq.Ft or ❑Acres
g. Will the proposed project
encroach on any public easement, public accessway or other area ®Yes ❑No ❑NA
that the public has established
use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
No direct discharges to waters of the state are proposed.
I. Will wastewater or stormwater be discharged Into a wetland? []Yes ®No ❑NA
If yes, will this discharged water be of the same salinity as the receiving water? ❑Yes ❑No ®NA
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Form DCM MP-1 (Page 4 of 5)
APPLICATION for
Major Development Permit
<Form continues on back>
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) — (0 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 underwhich the applicant claims title to the affected properties.
e. The appropriate application fee. Check or money order made payable to DENR.
I. 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 John and Eliza Blackwell, LLC (206 Summer Rest Rd. to the north) Phone No.
Address 203 Summer Rest Road, Wilmington, NC 28405
Name NC DOT do Mr. Stoney Mathis, PE (US 74176 to the south) Phone No.
Address 5501 Barbados Blvd., Castle Heyne, NC 28429
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.
CAMA Permit No. 13-06, Consolidated Ventures Corp.,
11/19/86.
CAMA Permit No. 84-01, CGRS Enterprises, LLC, 7/3I01.
Modification on 5/27108.
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 I
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 _June 8, 2015 Print Name Land Management Group, Inc., agent
Signature ✓ ^ �— ��"'T)
Please indicate application attachments pertaining to your proposed project.
®DCM MP-2 Excavation and Fill Information ❑DCM MP-5 Bridges and Culverts
❑DCM MP-3 Upland Development
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Form DCM MP-1 (Page 5 of 5)
APPLICATION for
®DCM MP-4 Structures Information
Major Development Permit
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Form DCM MP-2
EXCAVATION and FILL
(Except for bridges and culverts)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
Describe below the purpose of proposed excavation and/or fill activities. All values should be given in feet.
Access
Other
Channel
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
(excluding
(NLW or
Breakwater
shoreline
NWL
stabilization
Length
N/A
N/A
Irregular.
N/A
N/A
N/A
NIA
Total Area =
Width
N/A
N/A
6,732 sq.ft.
N/A
N/A
N/A
N/A
Avg. Existing
WA
NIA
-0.75' MLW
N/A
NA
NA
N/A
Depth
Final Project
N/A
N/A
-4' MLW
NIA
NA
NA
N/A
Depth
1. EXCAVATION ❑This 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. Bottom sediments of AIW W; grain size anticipated to be
Approximately 810 cy (using 2007 and 2014 survey depths) primarily sand.
c. (!)Does the area to be excavated include coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SS
❑WL ®None
(ii) Describe the purpose of the excavation in these areas:
N/A
d. High -ground excavation in cubic yards.
None.
12. DISPOSAL OF EXCAVATED MATERIAL ❑This section not applicable
a. Location of disposal area.
Spoil disposal island on AIWW approx. 0.4-mile south of
site. Shores Acres Co. property (R00300-002-003-000)
behind Carps' AIWW DA_0248.
c. (1) Do you claim title to disposal area?
[]Yes ®No ❑NA
(Ii) If no, attach a letter granting permission from the owner.
e. (i) Does the disposal area include any coastal wetlandstmarsh
(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 ❑3B
❑WL ®None
(ii) Describe the purpose of disposal in these areas:
N/A
Dimensions of disposal area.
Area within Shore Acres Co. parcel R06300-002-003-000
of approx. 0.3-acres.
d. (i) Will a disposal area be available for future maintenance?
®Yes []No ❑NA
(ii) If yes, where?
Anticipate future requests for use of same disposal
area.
(1) Does the disposal include any area In the water?
❑Yes ®No []NA
(i) If yes, how much water area is affected?
N/A
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Form DCM MP-2 (Excavation and Fill, Page 2 of 3)
❑Bulkhead ❑Riprap ❑Breakwater/Sill ❑Other: _ Width: _
c. Average distance waterward of NHW or NWL: d. Maximum distance watemard of NHW or NWL:
e. Type of stabilization material: f. (1) Has there been shoreline erosion during preceding 12
months?
[]Yes []No []NA
(11) 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 _ Riprap _
Breakwater/Sill_ Other —
I. Source of fill material.
h. Type of fill material.
4. OTHER FILL ACTIVITIES ®This section not applicable
(Excluding Shoreline Stabilization)
a. (i) Will fill material be brought to the site?. ❑Yes ❑No ❑NA b. (i) Will fill material be placed in coastal wetlands/marsh (CW),
If yes,
(II) Amount of material to be placed in the water
(III) Dimensions of fill area
(iv) Purpose of rill
5. GENERAL
a. How will excavated or fill material be kept on site and E
controlled?
No excavation or fill is proposed above MHW or NHW.
C. (i) Will navigational aids be required as a result of the project?
[]Yes ®No ❑NA
(ii) If yes, explain what type and how they will be implemented.
NIA
suomergeo aquanc vegecaeon tohvl, suer pu PVl11 twr, e,
other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV _ ❑SS
❑WL ❑None
(ii) Describe the purpose of the fill in these areas:
b. What type of construction equipment will be used (e.g., dragline,
backhoe, or hydraulic dredge)?
Bucket to barge excavation, small excavator.
d. (i) Will wetlands be crossed in transporting equipment to project
site? []Yes ®No ❑NA
(11) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
No fringing wetlands will be impacted at spoil disposal site -
existing access path available.
June 8, 2015 Project Name
Date
Grand View Community Marina
Bailey and Associates, Inc.
Applicant Name
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Form DCM MP-2 (Excavation and Fill, Page 3 of 3)
._5��
Applicant Signature
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t.
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 ❑PubliclGovernment NPrivale/Community
c. (i) Dock(s) and/or piers)
(if) Number Please see attached MP-4 supplement
(iii) Length Please see attached MP-4 supplement
(iv) Width Please see attached MP-4 supplement
(v) Floating ®Yes []No
e, (i) Are Platforms included? ®Yes ❑No
If yes:
(if) Number Please see attached MP-4 supplement
(fit) Length Please see attached MP-4 suoolement
(iv) Width Please see attached MP-4 suoolement
(v) Floating ®Yes ®No
Note: Roofed areas are calculated from dripline dimensions.
g. (i) Number of slips proposed
17 (with 2 being transient)
(11) Number of slips existing
2
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: 16' to 30'
m. (i) Will the facility have tie pilings?
®Yes []No
(ii) If yes number of tie pilings?
14
❑This section not applicable
b. (i) Will the facility be open to the general public?
❑Yes ®No
d. (1) Are Finger Piers included? NYes []No
If yes:
(i) Number
Please see attached MP-4 supplement
(iii) Length
Please see attached MP-4 suoolement
(iv) Width
Please see attached MP-4 supplement
(v) Floating
®Yes ❑No
f. (i) Are Boatlifts
included? []Yes ®No
If yes:
(if) Number
NIA
(iii) Length
N/A
(iv) Width
N/A
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: 14
❑ Dry storage; number of boats:
❑ Boat ramp(s); number.of boat ramps:
❑ Other, please describe:
j. Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types).
mixed vessel types
I. (I) Will the facility be open to the general public?
❑Yes ®No
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r
Form DCM MP-4 (structures, Page 2 of 4)
11
2. DOCKING FACILITY/MARINA OPERATIONS ❑This section not applicable
a. Check each of the following sanitary facilities that will be included in the proposed project.
❑ Office Toilets
❑ Toilets for patrons; Number: _; Location:
❑ Showers
❑ Boatholding tank pumpout; Give type and location:
b. Describe treatment type and disposal location for all sanitary wastewater. .
No treatment for sanitary wastewater will be needed. Bathrooms are available within walking distance at associated residential
units, and facility will have a no overboard discharge policy. Pumpout is available at Seapath Yacht Club located on Harbor
Island, Wrightsville Beach, approximately 0.9 miles via boat from the site.
c. Describe the disposal of solid waste, fish offal and trash.
Trash cans will be located on the upland portion of the property near Summer Rest Road.
d. How will overboard discharge of sewage from boats be controlled?
A no overboard discharge policy will be enforced through the slip rental agreement and/or community rules and restrictions.
e. (i) Give the location and number of "No Sewage Discharge'signs proposed.
1- on proposed floating dock.
Ili) Give the location and number of "Pumpout Available" signs proposed.
One sign indicating nearest public pumpout (Seapath Yacht Club) will be posted on the fixed access pier.
f. Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products.
No maintenance or fueling services will be offered.
g, Where will residue from vessel maintenance be disposed of?
No maintenance services will be offered or allowed.
In. Give the number of channel markers and "No Wake" signs proposed. None
I. Give the location of fuel -handling facilities, and describe the safety measures planned to protect area water quality.
No fuel services are proposed.
j. What will be the marina policy on overnight and live -aboard dockage?
No overnight or live-aboards will be allowed and will be enforced through rental agreement and/or community rules and
restrictions.
k. Describe design measures that promote boat basin flushing?
Proposed dredging will be in open water to a depth of 4 MLW which will not exceed depths within the connecting AIM.
I. If this project is an expansion of an existing marina, what types of services are currently provided?
Expansion of existing two slip dock with no services.
252-808-2808 :: 1.888.4RCOAST :: www,nccoastalmanagemenk.net revised: 12127/06

Form DCM MP-4 (Structures, Page 3 of 4)
m. Is the marina/docking facility proposed within a primary or secondary nursery area?
Oyes NNo
n. Is the marina/docking facility proposed within or adjacent to any shellfish harvesting area?
[]Yes NNo
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
❑WL NNone
p. Is the proposed marinaldocking facility located within or within close proximity to any shellfish leases? []Yes NNo
If yes, give the name and address of the leaseholder(s), and give the proximity to the lease.
NIA
3. BOATHOUSE (including covered lilts) N This section not applicable
a. (1) Is the boathouse structure(s):
❑Commercial ❑Public/Government ❑Private/Communty
(ii) Number
(iii) Length
(iv) Width
Note: Roofed areas are calculated from dripline dimensions.
4. GROIN (e.g., wood, sheetpile, etc. If a rock groin, use MP-2, Excavation and Fill) NThis section not applicable
a. (i) Number
(ii) Length
(iii) Width
5. BREAKWATER (e.g., wood, sheetpile, etc.) NThis section not applicable
a. Length b. Average distance from NHW, NWL, or wetlands
c. Maximum distance beyond NHW, NWL or wetlands
6. MOORING PILINGS and BUOYS ❑This section not applicable
a. Is the structure(s):
❑Commercial ❑Public/Government NPrivate/Community
a Distance to be placed beyond shoreline Tie piles range from
approximately 29' to 120' from waterward edge of
marsh.
Note: This should be measured from marsh edge, if present
e. Arc of the swing NIA
7. GENERAL
b. Number 14
d. Description of buoy (color, inscription, size, anchor, etc.)
No bouys- fie pilings within slips #1 through #14.
252-808.2808 :: 1-888-4RCOAST :: www.nccoastalmanagement.net revised: 12/27106

Form DCM MP-4 (Structures, Page 4 of 4)
a. Proximity of structure(s) to adjacent riparian property lines
15'to the southern riparian corridor limit;
164' to northern riparian corrdior limit
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body
508' along existing pier to bulkhead on eastern side AIW W
e. (i) WIII navigational aids be required as a result of the project?
❑Yes ONO ❑NA
(ii) If yes, explain what type and how they will be implemented.
NIA
b. Proximity of structure(s) to adjacent docking facilities.
—144' to Blackwell dock to the north
d. Water depth at waterward end of structure at NLW or NWL
Existing depths range from -0.75' MLW to -11' MLW within
proposed slips.
8. OTHER []This section not applicable
a. Give complete description:
June 8, 2015
Date
Grand View Community Marina
Project Name
Bailey and Associates, Inc.
Applicant Name
Applicant Signature
252.808.2808 :: 1-868.4RCOAST :: www.nccoastalmanagement.net revised: 12/27/06

CAMA Major Permit Application
Grand View Community Marina, Wilmington, NC
MP-4 Supplement
1. Docking Facility/Marina Characteristics
c. Dock(s) and/or Pier(s)
Existing Fixed Access Pier 540' x 6' to remain with 20' x 6'
angled pier extension to be added.
All other existing docks to be removed.
Proposed docks and fingers as listed in tables below.
Structure
Length ft
Width ft
Floating Dock
116
6
Floating Dock
60
6
Fixed Pier
73
6
d. Are Finger Piers Included?
Quantity
Length (ft)
Width (ft
3
30
3.5
4
23
3.5
e. Are Platforms Included?
Quantity
Len th ft)
Width ft
Platform
irregular
shape
Floating Dock
16
16
Platform
20
14
floating dock spine
floating "t"
fixed pier (Molts Creek)
floating
floating
176 sq.ft. gazebo and 213 sq.ft. open deck
floating
Molts Creek- 20' x9' gazebo and 20' x V open deck

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3805 Wrightsville Ave., Suite 15
Mlmington^North Carolina 28403
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CAMA Major Permit Application
Grand View Community Marina
202 Summer Rest Road, Wilmington, NC
Site Location
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5/4/2015
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LMG
LAND MANAGEMENT GROUP me
En vironmantoI Consultants
5/5115
Robb Mairs
Division of Coastal Management
127 Carding Drive Extension
Wilmington, N.C. 28405-3845
Re: CAMA Major Permit Application, Grand View Community Marina, AIWW, New
Hanover County
Dear Robb,
On behalf of Bailey and Associates, Inc., please find enclosed a CAMA Major permit
application for expansion of the existing dock located at 202 Summer Rest Road, New Hanover
County. The floating dock system on the AIWW would be expanded to provide fourteen boat
slips, 24' and 30' in size. One fixed and one floating platform are also proposed. Dredging to a
final depth of -4' MLW is proposed within a portion of the slip expansion area. A 73' long fixed
pier extending from the existing pier to Molts Creek is proposed with a 14' x.20' gazebo at the
end. All slips would serve residents of the community and their guests. Additional details am
provided in the enclosed narrative, application forms and figures. The adjacent riparian
landowner notifications have been mailed and the "green card receipts" will be forwarded to you
once they are received.
As a result of our 1115114 scoping meeting and our 3/26/15 pre -application meeting, we are
providing an update on two items:
I. On 11114/14, a request (copy enclosed) was made to the Town of Wrightsville Beach for
n recorded.copy of the "Easement" between the State of North Carolina and the Town or in lieu
of such, the recording information from the New Hanover County Register of Deeds Office
along with other maps, surveys and other information relating to the "Easement". As of today,
there has been no response to this public records request.
2. DC staff has requested that the proposed dock system along the AIWW be moved
northward to avoid what was believed to be the northern NC Department of Transportation right-
oFway line across the AIWW as originally portrayed on the plan drawings for the project used
by Land .Management Group. In order to verify Elie presence and accurate extent of a right-of-
www.lmgroup.net- [e-mail] • Phone: [phone] • Fax: 910ASI0050
38D5 Wrightsville Ave., Suite 15, Wilmington; NC 28403 • P.O. Box 2522, Wilmington,. NC28402

-way over the water, a request io NCDOT was made, for documentation. Af present, we have
�rcccived various materials from NCDOT, however the applicant believes none of the materials
t accurately depictor prove that an easement or right -of --way exists over the AIW W. The applicant i
-is of the opinion at this time that such an easement or right-of-way does not exist and we are
presenting the proposed dock system as planned; with the removal of the earlier portrayed right -
'of --way line over the AIWW by this office, and anticipate-NCDOT further review during. the
normal course of the permit application review process. ..
Please contact me with any questions regarding these materials.Thank you for your assistance.
Sincerely,
Steve Manson
Environmental Consultant
Ench Application package, Copy of letter to Town of Wrightsville Beach, $400 application fee
check
Ce: Bailey and Associates, Inc.
www.imgioup.net • [e-mail] • Phone: [phone] • Fax; 910A52.0060
3806 Wrightsville Ave., Suite 15, Wilmington, NC 28403 • P.O. Box 2522, Wilmington; NC 28402

ern
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Pat McCrory Braxton C Davin John E. Skvada, III
Govemar Director Secretary
AGENT AUTHORIZATION FORM
Date: _March 9, 2015
Name of Property Owner Applying for Permit
_Bailey. and Assodates, Ina
Owners Mailing Address:
_P.O. Roz 400
_Jacksonville, NC 28541
Email: [e-mail]
Phone ( 910 ) 346-8443_
Name of Authorized Agent for this project
Land Management Group, Inc.
Agent's Mailing Address:
_3805 Wrightsville Ave., Surte 15
_Wilmington, NC 28403
[e-mail]
Phone ( 910 ) 452-0001
1 certify that I have authorized the agent listed above to act on my beha@; for the purpose of applying
for, and obtaining all CAMA Permits necessary to install or constructthe following. (activity):
Grand View Community Marina
'For my property located at _202 Summer Rest Road, Wilmington, NC
This certification is valid 1 year from (date) _March 9, 2016
dp rt Owner Signature Da
IV CarduW Dnve Est, WImtrgtm K 294M
Pions 910796.721511`XSIlntmet vvranovalalma wmtmt
M Ep+i C4R�luM"IlSma'.rvll[un6ebW

CAMA Major Permit Application
Project Narrative -
Grand View Community Marina
202 Summer Rest Road
Wilmington, New Hanover County; North Carolina
Bailey. and Associates, Inc., Applicant
Land Management Group (LMG) Inc., Agent
Existing Conditions
Bailey and Associates Inc., is the owner of New Hanover County parcel R05714-004-012-000. The
property is located at 202.Summer Rest Road, Wilmington, and abuts Molts Creek and the Atlantic
Intracoastal Wafeiway (AIC) just north; of the Wrightsville Beach Bridge. Upland portions of the
property are Iodated within the City of Wilmington and portions of the property below mean high
water am within the jurisdiction of New Hanover County. The property features riparian access to
Molts Greek on the northern side of the pmperly and the ICW at the eastern end of the property.
There are 476aft of shoreline along normal high water, as Flagged by LMG, within the deeded
property boundaries. Theproperty currently contains a 652-11 long liked pierwhich accesses a 60-ft
long floating dock parallel to the ICW with 2 boat slips (CAMA Permit 84-01). The current Boating
dock is located approximately 12' landward of the quarter waterbody setback, which in this
location, is more restrictive than the 80' federal setback off the ICW channel. The deeded properly
boundaries for the parcel include a mean low water and a mean high water line surveyed at the
lime of mcematian in 19B4. Since the law water tire was shown on the 1934 survey, a search for
any submerged land claims was conducted to determine whether the applicant or any adjacent
parcel had a legal submerged land claim. The NCDENR, Division of Mone Fisheries, database
for*Submerged Land Claims Reccgnized under NCGS 113-205'was reviewed. Neitherthe
subject property nor the directly adjacent northern property were shown to have any recognized
submerged land claims. More recent mean high water, normal high water, and mean low water
contours are provided in the application materials in addition to the deeded boundaries (for
reference only).
The ICW along the property is designated by the NG Environmental Management Commission
(EMC) as SB waters (Index# IM7-24), The property is located across the ICW from the public
boat ramp at Wrightsville. Beach. No waters adjacent to the property are mapped as Primary
Nursery Area (PNA), and the adjacent waters are closed to shellfishing for human consumption.
Proposed Project
Bailey and Associates, Inc. is proposing to expand the ekisfing decking facility to provide a total of
14 slips, 24' and 30' in size. All slips would serve residential units within the Grand View mixed -use
development currently under construction at 7205 Wrightsville Avenue (the former'Babies
HospitaP and New Hanover County parcel R05714-002-003-000).'The residential component of
the mixed -use redevelopment of the former Babies Hospital site will provide111 residential units.
Boat slips proposed in this application would serve the residents of Grand Yew. The proposed
boat slips we withln walking distance of the residential units, and no parking at the waterironl
parcel will be necessary. No upland work is proposed in this application.
Grand View Community Manna, Bailey and Associates; Ina
COMA Major Permit Application, Project Narrative, May 4, 2015
1

The existing floating dock along the ICW and a portion of the existing outer access pier would be
removed. A new floating dock system with platforms would be constructed along the ICW.New
structures will includetheaddition of a 1174f1 floating main access dock with four 24' long floating
fingers, three 30' long floating fingers, a 60411 T, a 256 sq.fl. fixed covered plafform, and a387-
sq.11. floating platform The new floating docks will be a essed by a ramp, and pilings will be
installed to secure the feeling docks and for boat mooring purposes. A 20' x 14' fixed gazebo is
proposed on Mods Creek and would be accessed by a new fixed pier extending 73' from the
existing fixed pier.
The sewer line for the Town of Wrightsville Beach is boded within the riparian corridor of this
property. The piling and dredging layouts have been designed to avoid the surveyed position of the
buried force main by a minimum of 12 ft In addition, prior to construction, a field marking of the
force main will be performed by a professional uIllifies location company to assure this separation.
A hydrogmphic survey was completed by TI Coastal in September 2014. Water depths within the
project area near the ICW currently range between -2' MLW to-9' MILK .Dredging to A' MLW is
proposed only along the western half of this proposed floating dock system where current depths
are 4' MLW or less. The dredging areas am designed to remain 10' from the surveyed outer edge
of the coastal wetlands. The dredge area would total 5,448 sq.fL, and the dredge volume is
anticipated to be approximately 807 cy. The applicant proposes to use a bucket -to -barge operation
and dispose of the material on an existing spoil disposal site owned by Shore Acres, Inc. and
located on the ICW approximately 0.5 mile soulh of the project area. Permission for the use of this
disposal site has been requested and a copy of that approval is. enclosed.
No fuel or maintenance services would be provided, and no overnight or live-aboards would be
allowed by the rental agreement and/or community rules and restrictions. Seapath Yacht Club
provides a pump -out and is located on Harbor Island (Wrightsville Beach) less than 1 mile by water
from the project site.
Grand View Community Manna. Barley and Associates, Inc.
CAM Major Permit Application, Project Marraflve, May4, 2015
2

SHANKLIN & NICHOLS, LLP
ATTORNE sATLAvv
21414Mam'rSMoX
post Or ESW1347
WM N4ioN.NamHexvct ,20402-1347
Tr1 90NMICA10294001Ta Mmlm251-M3
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Cw�°�°�'+.�..mixou m�Oumws�cnotts'
November 14,2014
VIA EMAIL TO [e-mail]
AND V.S. MAIL
Mr. Tim Owens
Town Manager
Town of Wrightsville Beach
P.O. Box 626
Wrightsville Beach, NC 28480
Re:. Bailey and Associates, Inc.
FIRST PUBLIC RECORDS REQUEST
Our File N20140602
Dear. Mr. Owens:
Pursuant to Chapter 132 of Ole North Carolina General Statutes, we request an behalf of
our client, Bailey and Associates, inc., that the fallowing public records and materials be
available for our inspection at a reasonable and convenient time within the next twenty (20)
aslendm days at the Tom of Wrightsville Beach ("Town") Offices:
1. A recorded copy of that document entitled "Easement" between
the State of North Carolina and the Tom dated May 27,1982, a copy of which is
attached hereto as Exhibit "A" or in lieu thereof, the recording information from
the New Hanover County Register of Deeds Office (Deed Book and Page
Norther) for that instrument(heremafi rmferred lo'as the "Basement").
2. Any instruments, memoranda, correspondence,'emails, maps,
surveys, drawings, letters of understanding or refinement, or other documents that
supplement, amend, modify or supersede the above -referenced Easement.
3. Any memoranda, correspondence, mails, maps, surveys,
drawings, letters of understanding or refinement, or other documents related to the
location, size, scope, length, width, depth and/or maintenance of the above -
referenced Easement

Mr. Tim Owens
Town Manager
Town of Wrightsville Beach
November 14, 2014
Page-2-
.Please consult withN.C. GEN. STAT..§ 132-1 el. seq. regarding the scope and extent of the
term "public records." We request the opportunity to copy any document of other responsive
record either in written or electronic form for compliance with this public records request
If it is mom convenient for you. and the Town for us to make the copies ourselves or
make arrangements for a third -party copy service to make the copies, please let us know and we
will. gladly arras'ge for the same. Also, we will gladly pay any reasonable administrative or
copying charges associated with this request, and we ask that you please let us know in advance
if there are any such charges associated with this public records request.
With best regards, I remain -
Ve" a ;
KerinethA. Shanklin
KASlpco
Enclosure
ce: John C. Wessell, Ili Town Attorney —via email and U.S. Mail
Mr. Christopher W. Bailey

' STATE OF SOME CRANIUM I.
£A_5_E_N_E N_T_
I
COONIT OF HNU HANOVER
TIITS EASCNCNT, Meade and antared rota thie the , ,r
day of , IRSE, by and hatwen the STATE OF NORTH
CM.LXNA, .pattyet the Lacat Poet, end the ttIXN OF HRIOPTS-
VILLE'9GCH, petty o2 tha ec.d. peed
W_L T_H_E_9_Y_C_T_11,
THar, 'Sucleas. "a Natah Catalina Oepaetscat of
h+lsinl uY etlan be. B.11.rited and appcwad etaeatim Of thin I
1m.Aivaent for the 'Ec'maa hamin at faith: end IF
Hff.R M:. the axuaotian oC Shia dne...Ht fat.and oa:l-
7 behalf of the State of North ca[ollne ban been duly approvad I'
7 by the Cavoteat and Council of State by tevalutlon Bdopcad
at a mm Uag hold in abe City of Ralofgh� North Caroline. on 'I
the 4th day of May, 19E21 and
NNENEA9, the pnv4ea hereto heva Ru E..111 agreed b
tho "man of thin ea emnt at natminattBr at Tntth,
NOW, THEREFORE, In eonaldoeatlon of tho Bun of ONE
HONOREE (6100.00) OOLLMs paid by the peety of the noCOad pert)
Ca'tbe party of tM Cicat pate, the m.lpt of vh:cb fa hereby
zemooledged, the tatty of tbe; tit., part Cooc hembl' give,
grant and convoy to the raid pact' eF the second Feet, Ito j
mcaeeooxt and noeilon, the xiISL, pdviiage nad meamove ,bc
sovttnet,• Imca1L, Im,cave, xaeay., [apical_ iaepcot. eta nic
m"Blatatn, n.Bait.tl aeret pipeline aB FWlwo:

A. ei.Y.r Ch algal—begumualy fee appemLnetaly
)m feet alcnq the North aide a[ U. S. Highway )J causeway
sea hriA9e.
A. aennana Creek on bent piles also, the eoutM1 rids
Of the U. S. lilghvay id mueway end bridge for a di:'Do.
or apprne hnaony 126 1—ft. ,
C'.- -ArKW eulvquaoualy�nerth of the UC'9: 74-76 High- ,.
.vay-eauveway-and boidger far-e Cie.MO o[-apprTANeloiy'8 po i
.last.
A. Bradley Ccaek eubagrcously ee'aft the a. S. 74-76
I119hvay ceuuewry one bridge for a disUnca of approxiontaly
1
goo feet.
The purPdte Of.tba eetement Se to provide the Town
of v[1 ght0Va ile vetch with a canneetlen to lire NortbcedG 1
TnLerre,tnr .,.at,, Vtlml ngfnn Area 101 raciliein Plan. Sao. i
atr aelurl tlravinY= •'ntiuo •.•onttery setts, fe'sys.ft,
Volta MIA, Soun or wrighbov LJle Beach, North Carolina°.
It " ondereroad aNd egrced that this eonveyan[e
is rude cubiAct to the tnndlcien thAL the Earty of the Eecend
I.ra shall 11.11,17 obtain oLl nooeo0ary petmlts tegulted by
Stole and Fedoeai ]ew. iaiJute tN Obtain such remit. is j
iinuly mannee When be aaoaed an ebandonaent of .aid aaeereall
TO NAyE AND To Horn rho aforesaid Clgbta• PIialloges,.
and eaatnont onto LA, said party of "a second part, its
vecelfto. and asaigns. for aft long ea said pipelino la
ut Uifted by the party of the errand pact, it. srceneore and
j
esslgnn, roe the plltpas0a set foLN heroin, end no longer. j
3R TESTIMONY IiNGpCOP. the State Of North Ce[bLine
has caused Lhiu in.1,1Nent to be Ckeouted in {to cane by JANES
j O. BUBB. 3n., Hevernoq attested by IBM EUM, Sectetety of i
ELet., aAd this Groat scaL of thN Ftato of Neeth Cemilna herete_
�. af£iaad, by virtue of the paver and auNority efamoaid, na Al
the day &Ad year first above vrltcan. �-
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6CM MP-1
APPLICATION for
Major Development Permitii
(last reLisad 1027106)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary.Applicant/Landownerinformation
'Business Name -
Bailey And Associates, Inc,
Proled Name (f apptiwNe)
Grand Vlew CommunHy Marta
Appldabll: First Name
,dc Mr. Chic
Lnst Name
Bailey
Applirant 2: Frst Namo
MI -
Lesl Name
11 erMilional ap0� aNs, pksse etdcAen adevfonalpags(s) wiN names 5sled.
-
'.O. BoWEressx
P
P.O.
POBax
dD0
City
Jacksomille
Stale
NO
zw
28541
bouncy
BSA
Pbma Nc.
g10-34(1-8443 exL
FM N.
910-346-8637
Sheet Address (if diXomnl hum abeve) --
city
Stae
7ZIP
Emag
cwbaileyQbaileyandessodates.ti¢
2. AgentlContractorinformafton
_
Business Name
Land Management Group, Inc.
Agenu ContreGor l: Fra Name
MIRl".
'Steve
Agenb'ConlmdorZ Flrst Name `'
MI
Laura
Mating Md.
BoxCity
Slat.
3805 Wrightsville Ave., Suite 15
Mi minglon
NC
ZIP
PM1 ace NPion
No. 2
28403
g10-45
— eLL
FM N.
Conlradar4
1010 452 0060
Street Address (ddRcmnthom above)
City
Side
ZIP
Bmag
[e-mail]; Istawav @lmgroop.net
<Form continues on back>
252.a0e-2508 „ 1-860-4HCOAST ., www.ncc02st2lmanagcment.not

Fenn DGM MP-1 (Page 2 of 5)
APPLICATION for
Major Development Permit
7. Project Location
county (can hem iume)
streetApdmsa
Slate N-#
New Hanover
202 Summer Rest Road
S.R. 1417
Subdvnize Namd,.
I:Ry
Stale
Zip
NIA -will serve Grand View rental units
'
PMre No,
Lot No.(z) (I.",, aH ch edtlih'malpege with 94
an
WA,
a.-ln wNtlfNO river be is the pmjed bcaktlT
b. Nome ofbodyofwaleire5reattoproposed prolect
CQ(bC
Atlantic lntrawastal Waterway and Molls Creek
a Is the water body ldentlged In go) above. natural or mamwdo?
d. Name Ne doeeo[majorwaler body to the proposed .led alto,
Esmond! OManmade DUnlmovn
AIWW
e. IspmposedworkwMincky NnilsarplanniMlurisdaun7- - -
IIY aPPlirable, Rstdre Plaimlr9lwlsdidion or illy 4milNa Dropose0
' MY¢o ONo
- vmyxlallawilts,
City of Wilmington (above MHWI and New Hanover County
(below MHW)
4. Site Description _
a. Total length
In. Sbe
476 fact NHW
oOm
0.65nas pardN(NgR
IS date
e She of OZvidual lods)
d. ADWotlmate eleballon dtredabove NHW iinmral highwaled or
WA,
NWL (normal walerfeve9
plmenyMszes, ploase edeMaddOionelpage wtihegs0
Uplandarea—T MNHW or ONWL
e. Vegetationontred
Area below NHW includes coastal marsh species such as Spading allemiflom, Distchla spieala. Umanium carolinianum„
Sparlilra patens, and Sagwma depressa. Upland on We property is largely vegetated by Merolla cedfem.
L Marinade features ant uses nawan trail
Approximately 127 IR of bulkhead; 6' x 652' fixed access pier, amp; 6' a 66' floating dock providing two boat slips.
g. Identify and describe the exiatig land uses a4,,al to the propasetl pmled site.
Adacentuses to the north am residential. Adjacent was to the wrest, along Wrightsville Ave, ale largely wmmenual+
h. Haw Foes local govarmnent zone the tram
I..bNe proposed proletmnsktenlwiN the apDRmbkznNrgT
City of Wlminglon zones upland as 0&1-1(Officeend
Wlaah zoning rnmpAan. wdlRrale, gapDusablel
Insglu6dnal 1). New Hanover County zones area below
Myna ON. ONA
MHW as BA Business (GIS dala).
.. .__.
(. lathe proposed adivily pert ofan action waledromredeveloDmept prpposaR DYcs ON.
k: Hasa prolessbnal arcpaculogical azsessmanl beentlone fortha lradT if yea, atizdlacopy. DYeaMNe ONA
Ifyes.bywhom4
L IS the proposed pr.1W located In a National Raglst.,.d Hoona District or does R involve a Oyes MNo DNA
National Registerlisted or.rgible property?
252-808.2008 .. 1.800-4RGOAST „ www.nccons toluene gee mant.nat

Form DCM MP-1 (Page 3 h(5)
,Form continues on next pageu
APPLICATION for
Major Development Permit
m.O Are thee. wellends an the, ait.? - ®Yes ON.
(4)Are there mastaiwetlaotls chine site? Eyes ON.
(I ®Yes ON.
n(Atlerd dacurr, n)lel AoveuaMe)a delircalion been condudedy
n. DasoibeeAMbgwastowa@rimatmentfsciFUe3. _
Work coo, uesled in Nis apple a5on does nolrequies treatment of wastewater, but the property Is sewed by the Cape Fear
Public Utility Authority.
q: Describe exlsWg grUik'ng walarsupplY sourm.
Work requested in Nis epprication does not require drinking water, but the property is served by the Cape Fear Public Utility
Authority.
P Dezvibe edsWg shun watermanagemeN orlreaMant systems.
There are no Busting stormwater management or treatment systems on site. Existing development is pervious decking.
S.-Activities andimpacts
a: Wd the prgectbe forammmdai, public..1 private use?' -- ODnnme col ❑P URUGovermnenl
Eprhotelcom study
b. Givlic a brief decoiplion of pumas¢,use. mid deny spor.lom, of the project when complete.
Purpose is to expand docking facilities to proves 14 boat ships 24•and 30'in size. Nlbealsgpswouldeemetha Grend Uew
apartment rental community currently under caretmdion it Wrightsville Avenue. Slips would he available for use by
residents of the residential units within the mrced-use development andwould be used for resentenced boating.
oneeelhc pec emtl owthess. meNodalogy, types afromWdion equlpmenlb be usedduringwmluell a. the numMra rich typo
of equipment eM whereills la be stored.
Installation of new Boating docks and mooring pRingswould be done with standard washin piling rig. Proposed dredging
would be'buckello barge' with material dewateved on the bargebefore placement in an approved spell disposal area.
LL4 an development adiriUes you propose.
Construction sinew floating dock and ?finger piers to provide 14 boat sips 24'and 30'in size. Consiructionofhvs
platforms. Dredging within 5,448 sq.f. of public twat bottom to feel depth of 4' MLW. Majority of mostlW fond pler to
remain. No upland development is proposed.
e. Are Bceproposedaeivitiasmalmenanwofanexistingprgw.newwofrt;orbolh? - Both
I. Whattsthe appmx'vnatetolaldbtuhed lane area msulUlg fmmihe proposed pro7op? No upland disturbance. Dredging
below NIiW - 5,448 E
Sq.R OrElAoms
g. Wdl Ulopmposedpmjectencmmhonanypub eawmenLpITbl a. assewdyorotherarea OVes ENO ONA
Ihn thgpabli. has established use on
h. Desaiba loroUon and type el oxistilq eM propazetl disrliames 1pwalers o(the state.
No direct discharges to waters of the state ere proposed.
L Will wastewater or elomiwater to dschasged into a wdland? [3Y.T ON. 0NA
Ifyes,win Pe disMeryed wafer he of the same salingy es No romMog w.tw? OYos Ohio ENA
)- le there any mOgaUon propmed? - OYes ENo ONA
If yea, atlach a milgaW. proposal.
252-588-2800 :: 1-888-4RCOAST :: www.nosoostalmonagoment.not

Famn DCM MP-1 (Page 4 of 5)
<Form continues on back -
APPLICATION for
Major Development Permit
6. Additiona!!n/ormation.
In etltlil)on(o Nbcompleletl ppplrcefbn(orm,(MRug the hRpMdg Rams Delow Jepp6ceble, mull aB sar-sco inmff's-P Ili tio- flan
package (a be compote. Items (ej—(Q ere ehvaya eppl¢aNa benymafwQevebpmeN app�Mab'm8 Please conwfl Na app4Ta0an
IasWCtpn baaWel on DavmpropedYPraPem NBreeuWtldems Debw.
a. Aprelectnaaabo.
b..An accusna. EaNd work plat fmdudilg plan vmvand oersseatlow dmuAtgal drawn to srak. Pease give fire pre.m lotus of the
Mposed proles Is any potlbn eheedycampkki If pmvlousy authorized work, deaM indkele on maps, plats; drawings N distinguish
betweenw compleledar4pmposed.
a A site orbotion map net IS sufficiently detailed to guide agency personnel unfer gbrw'tih the area 0 be ape.
d. Acopy d the deed (with slate apptirag n only) orobet Nstmment under wNrA the applicant claims file to be aRested properties.
e. TheopproprtafeapPlicetion(ee.Chepk ormasdyomermada payable 1p DENR.
"L A Ilst of the names cad complain, addresses ofthe adacentwaterfmnl (dparbn) hands nem and signed return noelpts as proof thalsuch
owners have meekved a copy of the eppgcstlon and qob by cemfied mat, Such landowners moat be advised Net they have 30 days In
whitl: bsubmit commems an be proposed projectOn the Division of Coastal Management.
Name Jofinand Ellxo 618ckve0,LLC (ZOB Summer Rest Rtl. to Ne north)" phone Na._
Addw. 203 Sunni Rest Road. Winningham, NO 28405
Name NO DOT(US 24n6 to the south) _ Phase No,
Address 124q n.a Grant, WJmi:glaq NO, 20401
Name Phase No.
Mdmss
g, AFW of previous stale offederzl permits issued for was, an We Mies, Vact. Include pamd mdnoo:s, pemose, eM Issuing dates.
CAJA Permit N. 13-08, Caneard.lad Ventures Cory.,
11119185.
CAMA PmmitN.. 0 I. CGRS EasTrises, LLC, 7=1.
Madigcetibn on 52210S.
h. Signed consultant or agent auffim ten form. If applicable. - -
I. Weiland delineation, it necessary..
J. A alined AEC hazard notice for projects 6r opoadmmN Out but areas. (Must bo signedbypmperyowne0
k A statement of cempeance with lase N.C. Envlmnmanlal Pogry Act (NAGS. 113A 1-1%, gneoeszary, If Ne pmjed Involves.'e xidam,
of public funds or use of public lands, slash a statement OowmemingcompliancewlNthe North Cam' Emmm�mental Policy Act.
The project will be subject to the conditions and restrictions contained in the permit
I Gerrity that I am authorized to grant, and do in fact grant permission b representatives of state and federal review agencies to
enter on the aforementioned lands In connection with evaluating information related to Wa Permit application and follow-up
monitoring of the project.
I further certily that the Information provided In this appli is truthful to the best of my knowledge.
Date May 4, 2015 Print Name lend Ma�nageemment,Grroouup.p. Ina, agent
Sigtlatura -�L>
Please indicate application attachments pertaining to your proposed prefect.
®DCM MP-2 Excavation and Fig Information DCCM MP-5 Bridges and Culverts
❑DCM MP-3 Upland Development
252-808-2808 1.0e0-4RCOAST :, www.m Gass talmanag....t.n0t

Form DCM MP-1 (Page 5 of 5)
®DCM MP4 St.d.res Information
APPUI TIONfor
Major Development Pe and
252-808-2808 :: 4.688-4RCOAST :, www.necoaetel m u n a 8 v m a n Lnet

�� 1�119111�II�IGIIIliVl�llll�ll�l��ll
a��1 zemsmxasz
U pOq pECp6}Nq}Iq! pEG[1[161E11 Of pEE96
. INNOMRRCgpiY � NC
2006 3lN 02 01:3145 11
B�i503f F0:1350df353:FE0.Ei t+E20;000.
NONE`l.5ip1'A:i9E
ANN 1=02
WE PREPARED THE DEED IN THIS TRANSACTION, BUT WE MADE NO
EXAMINATION OF TITLE AND WE EXPRESS NO OPINION ON TITLE TO THE
PROPERTY.
Prepared by: NANCY M. GUYTON, Attorney at Law
321 North Front Street, Wilmington, NC 28401
Excise Tax: $950.00 - TAX PARCEL No: 1105714-004012.000
R05714-004-019.000
Brieffdescription for the index:.
Summers Rest Road Tract
NORTH CAROLINA GENERAL WARRANTY DEED
THIS DEED, made. this 30's day of May, 2006 by and between, CGRS
Enterprises, LLC herein, whether one or more, called GRANTORS, and Bailey and
Associates, Inc„ whose mailing address Is P.O. Box 400, Jacksonville, NO 28540
herein, whether one or more, called GRANTEES.
Wi TN.E'SSETH T.HATs
THE GRANTORS, for and in consideration of the sum of Ten Dollars ($10.00)
and other valuable considerations to them in hand paid by the GRANTEES, the receipt
whereof is hereby acknowledged, have bargained and sold, and by these presents do
hereby bargain, sell and convey unto GRANTEES and their heirs, sudcessors, and
assigns forever, all that certain real property located In Now Hanover County, North
Carolina, described as follows:
BEGINNING at an old iron rod which is located S 11' 28' 88" E
29.04 feet from the centerline of SR #1417 Summer Rest Road
and being North 150 feet from U.S. Hwy. 74 & 7e as shown on the
plat of survey hereinafter referred to and running thence along and
With the eastern line of Summer Rest Road, N 56" 29' 18" E 82,10

feel to a point in the eastern line of Summer Rest Road; thence
along and with the low water line of Mott's. Creek the following
courses and distances: S 16' 66' 50' E 41.00 feet; S 6W 06' IV E
23.10 feel; N 85° 27' 07' E 42.63 feet; N 76' 02' 55' E 33.79 feel;
thence S 77° 45' 03' E 29.25 feet; thence S 64' 60' 20' E 39.22
feet; thence S 43' 40' 13'.E 76.49 feet; thence S 53' 43' 57' E
67.01 feet; thence S 42' 02' 25' E 98.92 feel; thence. S 9' 40' 26'
E 59.23 feet;. thence S 85° 34' 52" W 78.97 feet to a point: thence
N.54' 02' 13' W 35.77 feet to an old iron pipe; thence N 54° 02'
13' W 16.80 feet to an old right-of-way monument (disturbed);
thence N 54° 02' 13' W 372.56 feet.to an old iron rod, the point
and place of BEGINNING as per map of survey for Summer Rest
Associates prepared by Sherwin D. Cribb, N.C. Registered land
Surveyor, NL-1099 dated October, 1984 to which reference is
hereby made fore more particular description thereof..
The property hereinabove described was acquired by Grantor by Instrument
recorded in Deed Book 1938 Page 0761, of the New Hanover County Registry.
TO HAVE AND TO HOLD the above granted and described property, together
with all and singular, the rights, privileges, easements, tenements and appurtenances
lhereunlo belonging, or in anywise appertaining unto the said GRANTEES, their helm.
successors, and assigns, in.fee simple, forever.
AND -THE GRANTORS; for themselves. their heirs, successors and assigns, do
covenant to and with the said.GRANTEES, their helm, successors, and assigns, that
GRANTORS are seized in fee of the above granted and described property, that
GRANTORS have good right to sell and convey the same In fee simple, that the same
Is free and clear from any and all restrictions, easements or encumbrances, and that
GRANTORS will and their heirs, successors, and assigns will warrant and defend the
title to the same against the lawful claims and demands of any and all persons
whomsoever except for the exceptions hereinafter stated.
Title to the property hereinabove described is subject to the following exceptions:
1. All easements, rights of way and restrictions of record.
2. All governmental land use statutes, ordinances or regulations, Including,
zoning, building and subdivision regulations.
3. Ad valorem taxes for current and subsequent years.
4. NOTWITHSTANDING ANYTHING HEREIN TO THE CONTRARY, NO
WARRANTIES OF ANY KIND ARE MADE WITH RESPECT TO ANY
PORTION OF THE REAL PROPERTY DESCRIBED HEREIN WHICH LIES
BELOW THE MEAN HIGH WATER LINE.

IN TESTIMONY WHEREOF. the said GRANTORS. have hereunto set
their hands and seals as of the.day and year first above written.
CGRS Enterprises, LLC �I
By. _(SEAL)
Charles N. Garrelt,'Member
STATE OF NORTH CAROLINA
COUNTY OF NEW HANOVER
1 certify that the following perspn(s) personally appeared before me this day,
and I have personal knowledge of the Identity of. the pdriccipal(s); each acknowledging
to me that 'bar 'or she voluntarily signed the foregoing. document for the purpose
slated therein and in the capacity Indicated: Charles N. Garrett, Jr..
Date:
4(n16(n. ..
(Official Print Name Stare+8'- L. irelat .. Notary Public
My commission expires: I O jn-. 201 D

REBECCA P. SMITH
REGISTER OF DEEDS, NEW HANOVER
216 NORTH SECOND STREET
WILMINGTON, NC 28401
e:>... \ >i,ai..>w!x +�Wr�i,�N"i,�.u.-wwruii{i,n �w>��Mryw,iawi ww>rn>wwnwN"�wiw
FOed ForPogistratlom
800lc
Document Noz
NC REAL ESTATE EXCISE TAX:
Recorder.
08/02120U601:31:05PM
RE 5031 Page: 13504353
2006031382,
DEED 4POS $20.00
$950.00
PHELPS, MICAH
State of North Carolina, County of New Hanover
YELLOW PROBATE SHEET IS A VITAL PART OF YOUR RECORDED DOCUMENT.
PLEASE RETAIN WITH ORIGINAL DOCUMENT AND SUBMIT FOR RERECORDING.
*2006031382*
2006031382

Form DCM MP-2
EXCAVATION and FILL
(Except far bridges and culverts)
Abach this form to Joint Application for CAMA Major Permit, Form DCM MP-d. Be sure to complete all other sections of the Joint
Application that relate to this proposed project Please include all supplemental information.
Describe belay the purpose of proposed excavation and/or fill activrUes. All values should be given In feet,
Ae¢¢ea
Other
Channel
(NLW or
Canef
Boal Basin
Boat Ramp
Rack Groin
Rock
Breakwater
(excluding
shoreline
NWL
stabill3atlon)-
Length
NIA
NIA
Irregular.
.Total Area=
NIA
N/A
,,...e, ..
WA
NIA
Width
N/A
WA -
6.44a sq.0.
WA
NIA
WA
NIA
Avg. Existing
NIA
WA
MLW (a)
NIA
NA
NA
N/A
Depth
- Final Projact
WA
NIA
-4' NEW
N/A -
. NA
NA
NIA
Depth
APpraitu::ately 007ry
c 0Coes the area to the ac,avaUxt ndede coastal uoUendsimarsh
(CVQ, submerged aquatc vegetation(SAV), shell bottom(SBL
nber@¢IWds fWl)J bmree en: cheUsO, pmvida the
number at square feet a0edede<led.
OLW OSAV _ Ogg
1[3 L ®None
O Dcfa@a the puranse of the exravatian in these areas:
WA
Bollam sediments of AMNd aM Mo6s Cmek, gram stra
anticipated to he prhoaNy same.
d. WJh,..d exU:Ydllen YI NEIC Yards.
None.
2. DISPOSAL OFDCCAVATED MATERIAL - []This setl?on notapplicabfe
a Locxbon0dbposalarea.-
Spoil disposal island onAM/Wapprox.0.4-mile southof Area within Shore Acres Co. parcel R06300002-003-000
site. Shores Acres Co. property(R06300-002-003t000) of approx. 0.3-aches.
behind .Cdips'AMM/_DA 0248. -
c. WDo you,daM hu¢lo dbposalareax
pYcs ®NO' ONA
(i0if no, atlach a labor granting armbsbnban the owner.
e. O pass the disposal area iadW a any coastal waftneh0 narsh
(CW), submerged aquatle VegetvWo (SAV). shell bo110m (Sig,
armherwx1aads(WL)? If any boxes ere cherkeQ provide the
camber of sgaaroteat affeaed.
OCW OSAV _ OSB
OWL ®Nano
(lil Comas the purpose of disposal in these areas
WA
d. (7 Wilt a dkposal area be available forfuNm ma0lenanm?
®Yes DN. ONA
Ell If s, where?
Anticipate future requests for use of same disposal
area.
I. O Does the dspmal inckide any area In the water?
OYes ®No ONA
gi) If yes, Iwwmud: water area u e8eded?
WA
253d08-2808 a 1.000-4RCOAST :: awrw,:[e-mail]( ravlsetla3YtE.bO

Form DCM MP-2 (Excavation and Fill, Page Y of S)
(I/devclopmenflse woadipaie, use MP-1-SbUctures)
a. TYpe of shoraline, sOMllafon J. .Lenglk
DBulkhead DRfpap OOn:desater/Sill ODNar. "Ve
c. Average dlsUnca xMerv2N of NFMI orNWL d. Maximwnd¢ie.esbcnxardof NHLVorN -
a. TypeefelabObadanmaterlal:
g. NumberWspamfe tuffdlWbeplacedbelmmw rleyel.
Bulkhead toWfl_ Ripap_
Breakwaterl5ill_ Other_
1. Soures of rill material.
(I) Wal BY re lenN be Magri to me snef UI bb L
byes.
pg Arrourd Mmaterial m be placed N the waler
(h) Clacrebas of W ama
(W) P.W. of fill
No esczvatbn or f06 proposed above MItW al NNW.
C. Ip ww:ww9auunai one ua e'uueu as e,wuu m mu yrvpur
OYea ON. DNA
gp I(ye; explain sdott (roe and howihaywil be bnplamenled.
N/A
May 4, 2o15
not applique
L, 0 Has there been shorefna ereon during pmceGmg 12
months?
OYes ONO ONA
(tt) If yeA slate amount oferoroskn and source of erasion vmvurd
inlo:mafcn:
h. TypeoffdlmateraL
OCW OSAV _ OSS
Olaf. []None
(� Oezmbe the pprposa of me Nlin these areas:
4: W Will
etlands be tl es a rossed In ONAranspodmg a?ulpr lW project
(tt) byes, explain steps Ihalwgl be taken to avoltl or mn'unize
emironmcnfaiknpatls.
No fringing watlands will be impacted at spoil dBpcsal slle-
axlat, aaess .in wageble.
Project Name
Data
Grand VI", Commonly Marine Bailey and Assodafes, lao
Applicant Nane
2^v2-800-2800 :: 1-00fl:A000pST:: ww_w,,n<cq;}talma,iaggmepLaet revlsed: I WZWU0

Farts OCM MP-2 (Excavation and Fill: Page 3 of 3)
L y f—
App0®n[StlaotUe
282-008-2808 n 4-888 ¢COAST:: wv�w,ac4.Q9stalliianagomenl,.nel revBetl:

SHORE ACRES COMPANY
FACSB MILE
FAX 912N231-1594
TELE 912 236-5644
TO: LMG Land Management Group, Inc.
ATTEN: Laura Stasavich
YOUR
FAX NO: 910/452-0060
FROM: Lawrence B. Lee, President
DATE: January 5, 2015
RE:, APPROVAL OF PROJECT —Bailey and Assoc. Inc.
USACE DA 0248
PAGES: 1
Your project. is hereby approved. The rate for dumping on the proposed
Shore Acres land is $3.00 a cubic yard. We assume you will get the
required approval and permission from CAMA and the USACE. We
understand, that you are proposing to work with Tommy Wafters- If that
changes please let us know. Good luck with your project and let us.know
if we can be of any further assistance.
tawrence B.Lee
President

From DCM MP-4
STRUCTURES
(Construction within Public Trust Areas)'
A((aclilhlsf=w Joint Applieationfw CAMAMalo..Permll,Fo=OCMMP-1. Be sure to complete all other sections ofthe Joint
Applicaflon Ost agate, to Nis proposed pmjea. Please include ell supplemental lnfofmatlor.
1. DOCKING FACILIMMAMNA CHARACTERISTICS
e. 0) is No do ling faultylmafba:
DCommemal DPubbaGovarvneN; ®PrNate/Canmunby
or. 0 Docks) end?orpreNa)
M Number Please see attached MP-4 supplement
(w)La,in Please see othictred MP4 supsuenlentl
(N) Wdih Please see attached MP4 supplement
(v) floating MY. DN.
e. O Are Pletfomis induced? ®Yes ONO
Ifye%
Xp Number Please see attached MP4 supplement
Fo Length Please see attached MP4 supplement
(iv) Wdih Please see attached MP-4 supplement
(hfloBW9 ®Yea ONO
Naha:. Roofed a.. ere coknlefotl from ddPllne dimensions
g. t Numbe(ofslipsproproad
i
(a) Numberof silps ezieting
2
I. LMdt lho DroPosetl type of s�p:lg:
❑ land a4 and ..as dwnml
00pan water; drudging for basin andlor s,shrol
❑open water; no dredgl g required
DONer, please descnLe:
DThk section notapplcable
b. (g Wdi NefaaTtyb Wentotbegenemlpublic?
DYes ON.
it: nAm Fngor Piers Nclutled? ®Yes ONO
glare:
(a)Number
PI X NdMP4 _ I"- t
(goUngth
Please see attachedMP4supplement
(ry)Wtlih
Please e aalached MP4 sugdlemenl
iv) Floating
®Yes DNp
L @Arc BaalbXsiulutled?
Dyes ONo
If o:
M Number
WA
(g) Langlh
NIA
(N)W1dIM1
NIA
h Check aO Xre types ofseMces lobe pmvtled.
❑ Fug serv4z. 6vJuding sent Mandfor rail, repair or
malntenanra senator
❑ 0nekage,fuet. and madne suppgm
® Mourge (Wet alpol only. gunner of sllpa: L4
❑ Orystp29e� number olboalp:
❑ Boat ramp(s); numcerof boat rampz
❑ Cut, plee. desalbe:
1. Describe lrts. sail bass. lobe hatred (a.8. open mnabput,
chaderboaba, sail boats; robed IYpea).
Open runabout
k Typical boat length: 20' to 30' L p)Wll the faalityee open to Ne general public?
DYm ON.
m. NWilllhefaaLlyhmietiepNMs?
OYes []No
M Byes number of W Plugs?
J4_
252-80e-2808 ::1-IM8dRCCAST ::.vtww.neca_ast�imanagementBei ro need: 12127ios

Form DCM INP-4 (structures, Paso 2 of 4)
Z DOCKING FACIUMMARINA OPERATIONS pTh)s secLunnof app@stile
a. Checkeallot Nefolbwhgsanitryfadlitts Nehwglboindadcdin NepropdsedpmlaM
ClOffice ToOto
❑ Tones far patasm; Numbers Loedliom
❑ Showers
❑ Boahbolding t nk p.Wxxd; Give type and location:
b. Gesaibe Inched type and disposal location for all analery wastewater.
No"anent for sanitary wastewater will be needed. Bathrooms are available within walking distance at associated residential
units, and facility will have a no overboard discitarge policy. Pumpout is available at Seapath Yacht Club located on Harbor
Island, Wrightsville Beach, approximately 0.9 miles via boat from the site.
c. Gescrin Me disposal of said waste. fine offal and hash.
Trash cans will be located on the upland portion of the property near Summer (test Road:
d. Ho, will overboard dtobargo of sewage from boats be cantrolledt
A no wa,boafd discharge policy will be enforced through the slip rental agreement and/or community roles and restrictions.
M Give the location and number of'No 5e+2ge Discharge sign placated.
-
1-on proposed floating dock
(It) Givs the location and number ofhmpoutAvagabW alone proposed.
One sign Indicating nearest public purepout (Sespath Yacht Club) win be posted on the past access pier..
I. - Oesonte the spacial design,ifapplicable,to, eonlelning iadushlal type pollutant, such as paint, sandblasting wash and pelrokuin paduds.
No maintenance arfueling services will be offered.
g. Whea wig residua from vessel realnanan®be disposed of?
No maintenance services will be offered or allowed.
In. Give the number of channelmarkaaaM"NOWakealgesproposed.. None,
L GiveuaboaUondfueFhaMlingfadlilie.aMdesamelheaafelyntaswesplanncdtoproledamawLerauably.
No fuel services are proposed.
). What cool be Ure mecca pagoy on ovemgM1l antl liveabwN dodagep
No overnight or live-aboards will be allowed and wdl be enforced through rental agreement and/or community miss and
restrictions.
k. Descabe design nee .,nnwl et promNe boat basin cooking?
Proposed dredging will be in open water to a depth of-4'MLW whkM will not exwed depths within the cannecling AW W.
L If this project a an expansion of an existing marine, what types of sewloss am cursently pmvNM1
Expansion of existing two slip doe, with no services.
252-COS-2000 :: 1-0100.411COAST c www.n¢oasfalmanagcmenbnet revised: l 227/06

Form OCM MP-4 (Structures, Page 1 of 4)
m. Is the metlneldo king fsdTty proposed wGltln a primary arsoosad. y nursery ereai
OYes ON.
a. Is the merinaldoking facllry proposed within or adjacent to any shellfish harvesting amai
Oyes ON.
o.. Is the me:Ina/tlbking faugly proposed lose r dchav& d.ceovide Me
rumlmafsquare submerged a0uatth vegelegon (SAVl, shellbMtpm
(Sa), or oNerweW:ka tNll)9 Ifeny bases as NekeQ Provide the number of square fee affected.
0cw OsAV _ CISa
OWL ®None
p. IsfheyropasadmarinaldokingfadfdyloratedwithmorwdhindwopmkmdytoanysheaBhte es? 11Yea ON.
If yes, give to name aM address site Ieaseholder(a), and give the preptelty10 Me lease.
WA
3. BOATHOUSE (incladhag co rered4gs) ®This section net applicable
a. O Is the boathouse stmdum(s):
QOamme:dal OPubldGovernment pPdvalrlCamnungy
(g) Number _
(,lea,%
(W)Width _
Note. Rooted mass are cerculatsd lion ddpsre dimensions
4.GROIN(a.is. mod, sheetpge,elo.ltetook groin, usa MP-2. Euonvalkn and Fill.) fd Title secd'on not appfcsbfe,
a. O N:uMcr
() Length
(w7 WAN _
5. BREAKWATER (e.g., wood, sheefplie, etc.) Whisseaionnotopplica
a Length b. Averaged'abncalmm ISIM. WL,orweaanCa
c. rvvAmum tlatence beYOntl NHYJ, NYJLarwellantls
16. MOORING PILINGS and BUOYS OThisseogcd not oppflcehle I
. Isthestmg a pcmmmalctalmial 0publid(9o1e1rment ®PmatelCommuNty
a- Oistancetobepbcedbeyordslwrel'me lleollestanoefmm
atni aximate)v 29' 10 120' flea waleyvard_edoe 0f.
ors
None: yrts shouiew measuiohaamaah edge. Hpiesent.
e. Ncmfthaewing NIA
7. GENERAL
b. Nome 1j
d. pespiplronof buoy (mlmp lnsrimf n, sixe, enMar; etc)
No bouys- M, pilings within slips N1 lhlnugh #14.
262a00-260a :: 1-e6¢-9RCOAST:: www.nccapstolma pgpmentnet mviasd: 1212F➢6

Foml DCM MP-4-(straoWres,Page 4 of 4)
a PmdmilydmcW.(s) Wadjacent dpadanpmpedy lines
1S to Ne southem riparian corridor limn;
W to nodhem riparian corrdior Omit
Note: ForEuoyormoorLlgpWry, use amofaw1:glricludinglerplfa
of..L
c Wdffid.aterbW,
508'alonn existingI to bulkho.d on eastem side AMNJ
e. 0 WJI naAg.ti... I aldb be r uhed as a Sul of the pmjed?
OYes 59Ne ❑NA
(n)Ifyes,o*Wtnwhattypoandhmth wabe Ynpb nWe
N/A
May 4, 2015
Data
Grand View Community Modna
R lect Nam.
Bailey and Associates,. Inn.
AVIW tName _
Apprkant815nalum
b. PmrJmlty0f stmtlura(e)IP ad)aceN dorkin9ladli0es
—144'to Blackwell dock to the nonh
d WalerdapN al watemaNeM of sbuqure et NLW or MM.
E.l I' d du f m0'MLW to•11'MLWWthln
Proposed slips,
25E-800--260a:: 1-88&4RCOA5T:: www.n{coaetslmanngementnej r.N.d. 1=7106

CAMA Major Permit Application
Grand View Community Marina, Wilmington, NC
MP-4 Supplement
1. Docking Facility/Marina Characteristics
c. Ddck(s) and/or Piers)
Exisfing Fixed Access Pier 540' x 6' to remain with.20' x 6-
angled Pier extension to be added.
All other existing docks to be removed.
Proposed docks and fingers as listed in tables below.
'Structure '.
Length ft
Width ft
Floatin Dock
- 116
6
Floatin Dock
60
" 6
Fixed Pier
73
6
d. Are F(n er Piers Included?
Quanbtv_ .Length
001
FiLthft
e. Are Platforms Included.
floating dock spine
floating T
fixed pier (Molts Creek)
Quantity,
Length it
Width ft
.�
Floatin Dock
ular
she
'Floatin Dock
i6
16
Gamou
20
14
floating
floating
fixed387 sq.fL
Flowing
gazebo (Molts Creek)

TO WILMINGTON
US
Hey
5
SSITE
WRIGNTSViLE AVE /�
ds NWY 76 �`7
rp
*�PtH
F
�6 cy
CAMA MLlD PeenQAppliration
Grand Vew Community Me,
Summer Rest Road, Wlmingtoe, NG
" Wwwl
sww_
NTS
D,. By.
Site Locabon
N am creed
1 of 9

fiFp� a �Aminmu�rmamm�wmraiw.aE K
SJJJ _ �+- ^ o �� ncwea•em.�,s:x.m....-d
D �•� h� - - - - - - - .m N,a mL�I.a,�n.nec.m..6m�K
\« y Wn KwmIDmNO m.,cufenmm
``\ fa�arWUNa.,Gl xv �i u.o rvm�Nmo
w`h0•'en � - - _ � _ - - �I�.,o,�,.�.'®w mwr'�°xn`.,.rl�,aaralNm: �`
•-� - - � - - w�E,nnw»�r,,�m.,an.�.xmxx.�m,�
�g.41f Ivawim xarm,uuks.avi,wrww
\ '� utw+nnmr'wwmwn+iav
�� . 4: �\� �` 2Q 7,y`� momeu�ufism..feecu.eorccru,tmaa'ms
\j •i
lyy(rr, li _ V4 ne
1 \ \
Legentl
MHWCreek Channel Line ------ .04�h •
(200B swvzyj 8 2w
Riparian Corridor Limit
MHW and MLW ___ __-----
(.,Ned) Riparian Corridor Setback — — — — — — — 3
Normal High Water —M—M— 000 F
(MG102014) Buried Sewer Line ca--o 000 000-
WaterwardEdgeMarsh 000000 v
(mappcE rmm eera7 O
LwoxNUGB£MISNOTPESrox501FigilMAlWGmitxE WGplmxts. 0 100 2W
u,amES umxmnmssMvm Oxrxmmua rinLE a[ExmTm[oeYrnlpo
PESNafIE9rW0/AFfgi6ENEMLPFSFPENQPYPPO5E5MLY. RIStHE p
PCHsmerry Eire¢ovmwaPwu,rrlwpaiwxrwcroprocoxracr pro' 1 Gate: Revabn Dab:
nofEsmox.Luavmaurwmmccemuac ww,,rr�s le CANIA Major Permit Application sr412015
I yvy`i Grand Mew Comm unity Marina s zb: o NunO r
nh drawing 6.Tampfatian of varmus surveys ard'a nora urofux cTHTNrem,or.. 202 Summer Rest Road, Wilmington, NC 1"=100' 02.14-05
seakdsiirveyoreng For GMNperm4n9anIY Natrrorw mg.gbn. — wa�os:gvragLw,am:cn..a,wseem TYb
Existing Conditions Gnvma F" ore[
LMG
2Gf9

a�'w \�`a.\�
- // ��AM _ aBcnwro-nar.�maru.,aurcxuoa�n¢nwaiaiimcz
}� '�" rnunw.axmmn
-. i 't\�
Etwacwrzomaurx,newsirw
el
nrwnawwunwm
'w'rw_y �'.I '®� � •"=.w,.wo.,E...o.,Ea:�.,amc
Y"-04o- P
�4�``90 �
a,�ax
trijT
O
�
p 9w v
y
Legend q
MHW—...—...— Creek Channel Line -—..—.-- •�{+. �'� �x4j'we
(200esery,)
Riparian Corridor Limit
MHW and MLW
(per Deere Riparian Corridor Setback — oo 00
Normal High Water —^'—"— ^wo0o .
QDia)
IWOI Buried Sewer Line
Watenvard Edge Marsh Proposed Dredging
(reapped[mmv.00
WIn WNPGEMENI5 NOTflESPoxeBLErO0.LOLI.N14MMELMAIW Q.
VrNrBSunO Ox7EMnxx.U4
1`
EFSv
[e-mail]5E50HLY. RL-lllE _2.
SEGONLY.euwcD 0sO
w NS®NIY6TIEONNE0.MLEaMaxoAPCONLW.Cip11000M/Ci -
pVFOiFSLPWL VnYn'LOfI.TN000NAW.
vpejo : CA MA Major Permit Application Dam: aevSnn Dale:
ste less
�L�r(x
and knot a L1y1 Va Grand View Community Mantra
Thiadnwmgh acp.,Ornp[ineope
scale:
eealeaw,Neygonly. eoeaea�nng. raip ne. leB r'
d.Mn
202 Summer Rest Road, Wilmington, NC 1'=100' D2-fa-oas
For CAMh vermitling Doty. Ho[rorwnsirvNp2 _ mx.....e�., <..,.N.axw
ruc
ex� ew,c.aw2ima Proposed Dock Expansion and Dredging Dn.n eg - "p.
me 3nfg

i �19
,,�" , \',,`✓ter, "- - -- e?g�� \ _
L
Legend
MHW— ... ....
—
(200asurvay)
MHW and MLW ---_----- --
(per0eed)
Noma] High Water —�—�—
(LMG 10R014)
WatenyardEdge Marsh
(mapMd Imm aenap
Creek Channel Line ...—.— —
Riparian Corridor Limit — — — —
Riparian Corridor Setback — — — — — — —
Buried Sewer Line
ThIs dmwN9 �%a wmpl®tipn of vaHaus surveys antl knot a
For CseAakdpaumry ngrceanlyO. Not fo rwns"
dipn.
WwN�,�ro
G
91
®aowma.o �w,..:.wzo.c
.urx,AO p�lu�in H.cSYWPo

SCR
CF
nss'irc ad.pL�',s�w M4/N
�Q
O r 4
3 �20: ea0t"
2 �
2T
�. 2c ti� /
ary wrm eaw cx MiuxL �esEi�mno�vmL nG �
Tits dil Is a Banda ton al sail and is ncta
uuewaTFs
PMTnrsasoMa 1. Q.sal aenasaasE PI Paad.. R6l11E
59abd au na, an e nginaered call
allsPaxsaann'.I�ovmLwavwuVrxva..Tnumviorartxr
For CA&A permtlling only. Not for carelaNion.
P0.aassnea.LLVRT'LCGTIN. PM
Leiend
MHW---.--..—
(2008surall
MHWand MLW-----------
(per0aed)
Normal High. Water —"— ^—
(LMG tOM1C)
Waterarem Edge Marsh
(mapped fmm aenap
Creek Channel Line
Riparian Corridor Limit
Riparian Corridor Setback — — — — — — —
Buried Sewer Line
0 N 0 eo

A
a FS
TQ ,,
�
�6Cy9
ti2�1
•o,
9FEC
77.77
qp
�<M100
� SSG
tiG Ty.
Ai
alall¢a. urc unur£:. pIIONNONTIILIVNv, A"Fi u.."n.e. OF
FF Y'
PM ANDM FOFGENENOLREFERFNMIMPOSE¢W6Y.".l
nESION 50RTW �`QM1[RlMIIS,IM /.NpgR CgylgNRql fO LOXfµ'i
FSSpNnL UMT LOGI W n CORLHY.
Th6 dawNg la a=Mp OGenef carious survey¢ end h not a
seakd survey or FFnMefed Jawing.
Fer CAMA InFining only. Not for mn trvd.n.
\',, pYStERgAR
___ any____ __
a .o• � �NF __ '��1
9 0`
uc oF'fl'O eYli<Wvu oc Y'�""i �4m��Pxaf.
N --I— OF wmm¢UNplyg40iu•noroe� ..e �uwrawoxiw..Naex.Now
o•Isaw.xwnLwyxw..<ic
.u.a _ Lwlawwoar
m.o.•ev
" r°Pacrx'KKurn''°"Ns�ewien�
mmo�oKsooW � w�uunmvi�w `rv�
Legend
MHW _..._...—
(3000survey)
MHW and MLW------------
(pereecd)
Normal High Water —�•—a—
(IMC10401q)
Waterward Edge Marsh
(mapped Oom aeda0
Creek Channel Line — .—.---
Riparian Corridor Limit — — — —
Riparian Corridor Setback — — — — — — —
Buried Sewer Line
Proposed Dredging
(4' MLW final)
��5 ap R0

Cross Section
Proposed Dredging
Floaft Finger
A
Mooring Pile Floatng Dock Spine
^ r
/1
Floating Finger
0I
10
s
6
3 2No=
23
:E -2
2 i
-6
-10
-10
0 0
0.60
140
Ex Gmde
Excava0on Area
vmna aePun
or*cm�m
pLu
zo
ac
Pralea
CgMA Major Pennil Application
Date:
51412015
ees nmw:
LMG
G antl View Community Marina
Vertical Datum Is NAV88.
"µ^w aw aa....
202 Sumrtrer ResLftoad, YMIMnglon, NC
sate:
1' 20'
o
px. 1:
Water DepNs Are RelaOva To MLW
Rela
— amwmmww.a,.-sw.i
wresmu�we.wo. a.m
Tilk:
Proposed Dredging Cross SeGionc
Drawn a .
F gore:
7of9

U
f!
�
0
FPa $
EE
gyp
N
.
O
O
EXCAVATION TO
�
U N
Z ,d
$x
0
o
e O
0o z
oo
c� a
uaiZ
n wo
E o rn
O
op
�o o
E
n
>
o'o
x
o o o
V n
tY-
W
"vI
ASK $
y H Vo
1340
11.04'
o f n
C Q 3
O
U a
U Pa
5
U2
N
- ,_-
PROPOSED
DREDGE
INC OTNM
APPROXIIIATF --- - — - - APPROXIMATE ._ 1
4UIURESIAPE _ --_ _ _ FVOIRESCOPE
E%1511NG
'y
BOITO\1
COVERO
5PROPOSCD-
T
9
URCDCE
E%ISIING F.f
CO VER
.. .
-
d
-
_.. _... _..
-5 F.XI51'ING d, _ -10
-0+20 0+00 -0+20
!�
0+20
0+00 0.20
rrhh �e
ntuDxvluEnt':avl
NOI'L 17 CAMl =RIOPHYS LYVFAUTDEITHOPALLMLPNLS
NO I) CONIRACIURTOPNYSIGI.LYnRIIYDEP[HOFALL IlUnn
V
f1°d=tlAhe
t° I °f611 f^
PRIORIOWNS[RVCPION. lNGINECR'IORENOTIFIEDOPANYWNM- =
PRIORTOCONSRUCIION. ENGRIEFJt'ID OEHOtl1:IED OFANY CONFLLTS.
'ro
3333
PRIORTOCONSTItOC110N.
PRIOR WNSCRVCItON.
PROFILE 1-i AT BAILEY DOCKS
PROFILE 2-2 AT BAILEY DOCKS
HORT.. i'=m'
`�{11n�1'P]1� I
TK
CIKO �m DATL:
P.....: m+oe
oKnwmuq RE:
VRT.. 1"=5'
VERT. 1"=5' VERT. t"=5'

'COPY
NORTH CAROLINA
Nat HANOVER COUNTY
TIDE WATER POIJER COMPANY
and
STATE HIGHWAY AND PUBLIC WORKS
COMMISSION
RELEASE
THIS AGREDIENT, made and entered into this the 31st day of January,
1942, by and between tho Tide Water Power Company, a public service corporation
under the laws of the State of North Carolina, party of the first part, and the
State Highway and Public Works Commission, an agency of the State of North Carolina,
party of the second part, WIT14FSSETII:
THAT WHEREAS, the Tide Water Power Company has heretofore operated a
trolley line from Wilmington, North Carolina, to 'Wrightsville Sound along a right-of-
way, a portion of which was owned in fee simple and a portion of it was owned by way
of easement only, such right-of-way being used for the purpose of operation of'said
trolley line and likewise. for a power line and gas main, all of which constitute public
services authorized by the charter of the said Tide Water Power Company and operated
for the service of residents along the said right-of-way and for the Town of Wrights-
ville Beach; and
WHEREAS, on account of the development of motor vehicle transportation the
further operation of said trolley line is no longer a public necessity and has been,
with the approval of the proper authorities, suspended and terminated nova the track
for the said trolley line has been removed; mid
WHEREAS; there .continues to exist a public need for means of transportation
along the said right-of-way for the public heretofore served by the trolley line, and
the State Highway and Public Borks Crnmnission contemplates the establishment of a
public highway for the purpose of supplying such needed transportation; and
whereas, the State Highway ,and Public Works Commission, in the exerciso of
the authority vested in it by law, has caused to be laid out and appropriated for
highway purposes a Tight -of -way along the line ofr the tracks heretofore operated by the
Tide Water Power Company, the said right-of-way being embraced within two parallel
lines 50 feet on either side of the center line as hereinafter .described, except for
such places along the right-of-way as may be narrowed to avoid present developments, as
indicated by appropriate sipne erected on such premises, and such right-of-way also

2-
-2-
being flared or widened at its point of commencement on Seventeenth Street from the
point where.tbe trolley line entered Seventeenth Street on Castle Street, embracing
the triangle between the trolley line and the intersection of Castle Street and
Seventeenth Street, and thus extending from Seventeenth Street to Wrightsville Soond
along the following courses and distances, the same being a description of the center
line of the said appropriated right-of-way as follows, to wit:
BEGINNING in Wilmington at the intersection of the center
line of South 17th Street and the renter line of the track (now
removed) leading to the car barn (9th and Crnage Streets) Station
0/00; thence S. 57 degrees 05 Minutes 1., 340.1 feet; thence S.
57 depress 44 minutes E., 2433.8 feet; thence S. 57 degrees 1,2
minutes E., 2741.6 feet; S. 57 degrees 41 minutes E., 3821.0 feet;
thence S. 57 degrees 38 minutes E., 1965.3 feet; thence with a
circular curve to the left 1056.4 feet (radius 2772.53 feet)
through a central angle of 21 degrees 50 minutes; thence S. 79
degrees 28 minutes E., 5576.4 feet; thence S. 79 degrees 26 min--:;
utes E., 3206.1 feet; thence S, 79 degrees 22 minutes E., 838.37
-feet; thence S. 79 degrees 19 minutes E., 538.93 feet; thence
with a circular curve to the left; 710.4 feet (radius 2750.35
feet) through a central angle of 14 degrees 48 minutes; thence N.
85 degrees 53 minutes E., 1785.35 feet; thence N. 85 degrees 55
minutes E., 221,3 4 feet; thence N. 85 degrees 57 minutes E., 1158.15
feet; thence 11. 85 degrees- 51 minutes E., 174.5 feet; thence with
a circular curve 1047.0 feet to the left (radius94✓..88 feet)
through a central angle of 63 degrees 31 minutes; thende N. 22 de -
grees 20 minutes E., 1316.55 feet; thence N. 22 degrees 50 minutes
E., 169.0 feet; thence 11. 22 degrees 26 minutes E., 207.55 feet;
thence with a circular curve to the right, 1485.01feet (radius
U46.28 feet) through a central angle 74 degrees'15 minutes; thence
S. 83 degreow 19 minutes E., 2014-5 feet; thence S. 83 degrees 16
minutes E., 1852.4.feet; themEe with a circular curve to the right
663.8 feet (radius;942..29 feet) through .a central angle 40 degrees
23 minutes; thence S. 42 degrees 53 minutes E., 261.7 feet; thence
with a circular curve to the left, 212.2 feet (radius 955.37 feet)
through a central angle of 12 degrees 44 minutes; thende S. 57
degrees 37 minutes E., 17.45 feet to the west end of the bridge
over the Inland Waterway at 1•:rightsville Soiind..
NOW; THEREFORE, IT IS AGREED that the appropriation of the said right-of-way
on the part of the State Highway and Public 11orks Commniesion Is and shall be subject
to the right of the Tide Water Power Company and its successors in title to continue
to maintain along the said right-of-way the power 'line and gas main with service
connections as now constructed, or hereafter reconstructed, with thb limitation that
If the said power line or gas main shall be found to interfere with the actual con-
struotion or maintenance of the proposed highway, that the game will be removed a
sufficient distance, but not beyond the limits of the said right-of-way, to avoid
such interference, such removal to be it the cost of the Tide Water Power Company
r
or its successors in title.
That in consideration of the sum of one dollar ($1.00) and other valuable
consideration moving to the said Tide Water Power Company by the State Highway and

S
-3�
Public Works Commission from all claims from damage or further compensation on
account of the appropriation of the said highway right-of-way.
IN WITNESS WHEREOF, this agreement has been executed in duplicate the
day and year above written by the proper officers of the contracting parties by
authority duly given by their govern9ing boards,
TIDE WATER POWER COMPANY
By LI H. Ea_exler
President
ATTEST:
L. D. J ltta
SECRETARY
STATE HIGHWAY AND PUBLIC WORISS COP➢.11SSIOJ!
BY Ley
Chairman
ATTEST:
_ Ina, L__PQrroll _
SECRETARY
APPROVED AS TO FORM AND LEGALITY:
Cho. Ross -
General Counsel, State highway &
Public Works Commission

NORTH CAROLINA
NEW HANOVER COMITY
This TOth clay of March, 19A2, personally appeared before me, noise
B. Baird, a Notary Public in and for the State and County aforesaid, L. D. Latta,
who being duly sworn, says that he knows the common seal of the Tide Water Power
Company and is acquainted With N. E. Drexler, who is President of the said corpora-
tion, and that he, the said L. D. Latta, is the Secretary .of the said corporation, and
saw the President sign the foregoing instrument and saw the said common seal of the
said corporation affixed to said instrument by said President, and that he, the said
L. D. Latta, signed his name in attestation of the execution of said instrument in
the presence of said President of said corporation.
Witness my hand and Notarial Seal, this loth day of Narch, 1942.
.
KY comwission expires Lfarch 16 _);9h2 ~ Eloise BBaird
Votary Public
NORTH CAROLINA
14AKE COUNTY
Personally appeared before me this day Ina L. Ferrell, who being by
me duly sworn, says; That she is Secretary fo the State Highway and Public Works
Commission and that L. B. Price is -Chairman of the slid Commission, and that,sha
knows the common seal of the Commission; that the foregoing instrument was
executed on behalf of the State Highway and Public Works Commission by the said
Chairman, attested by the said Secretary, and the Seal of the Commission affixed
thereto. This the 6th day of March, 1942.
llsrearet 11. Webb
Notary Public _
IQy commission expires March 27, .1943.

S
STATE OF NORTH CAROLINA )
)
COUNTY OF I4EW HANDUM )
THIS INDENTURE, Nude this 27th day of January, 1942, between TIDE WATER
POWER COKPANY, a corporation created, organized and existing under the laws of the
State of North Carolina, with its principal place of business in the City of Wilm-
ington, in said State, and TIM PENNSYLVANIA COMPANY MR INSoURANCFS ON LIVFS:AHD
GRANTING ANRUITIES, a corporation created, organized and existing under the laws of
the State of Pennsylvania, cad C. S. NEWHALL, of the City of Philadelphia, State
of Pennsylvania, TRUSTEES, parties of the first part, and the STATE OF NORTH CAROLINA,
on behalf of the North Carolina State Highway & Public Works Commission, party of
the second part.
W I T N E S S i_. T H:
In Consideration of the sum of Ton 'Thousand Dollars ($10,00o) in hand paid
by the party of the second part, receipt of which is hereby aclaawledged, the parties
of the first part, (the said Pennsylvania Company for Insurances on Lives and Grant-
ing Annuities, and C. S. Nawhall, Trustees, at the request of the Tide Imter Power
Company, join in the execution of this instrument for the solo purpose of releasing any
right, title and interest wauch they have in the said properties hereinafter do..
.scribed by virtue of an Indenture dated February lot, 1929, from the Tide Water Power
Company to said Trustees), have bargained, sold raid conveyed, 'and by these presents
to bargain, sell mad convey unto the party of the sedond part those certain parcels
or tracts of land and the bridge situate, lying and being in the County of New Hanover,
State of North Carolina, and being more Specifically described as follows:
Tract No. 1
BEGINNING At a concrete monument in the center of the Tide
Water Power Company's tract at Wrightsville Sound, as the said tract
was formerly situated, said monument being 20 feet Northeast of the
Northeast Corner of the Tide Water Power Company's station at Wrightsville
Sound and 'about 25 feet west of the high+water mark of the Sound, said
concrete monument being also North 12 degrees 00 minutes Past 17 feet
from the United States Coast and Geodetic Triangulation Station; "North-
west Base', said station, "Northwest Basel', being located near the
Western end of the Tide Water Power Company's old trestle at Wright-
sville Sound; add running thence from said beginning corner Seuthwardly
and at right angles to the Tide Water Power Company's track, as formerly
located , over Wrightsville Sound, about 31 feet to a point 1 foot North
of a fence along the North side of the approach to the Causeway over
Wrightsville Sound; thence Northeastwardly along a curve parallel to

the fence along the North side of said causeway and 1 foot Plorth-
wardly therefrom about 126 feet to where the causeway approach is
straight; thence Northwardly with a line at right angles to the
track of the Tide Water Power Gomp;ny, as the same was formerly
located, to a point 7-1/2 feet Southwardly from'the center line of
said track; thence Eastwardly parallel with the center line
of the Tide Water Power Company's track, as formerly located, and
7-1/21feet Southwardly therefrom, to a point 4,254.5 feet Gastwardly
from the said concrete monument hereinbefore referred to, said point
being the dividing. line between the original Ei rbor Island tract and
the tract of land owned and conveyed by the Stats Board of Education,.
to Frrd A. Natthes, registered in Hook 150, page 185, of the Records
of New Hanover County, thence North 42 degrees 25 minutes Fast and
along the dividing line of the above mentioned tracts of .land 207.5
feet, more or less, to a point 200 feet Northwardly from the center
line of the fide Water Power Company's tract, as formerly located,
when measured at right angles thereto; thence Wastwardly and parallel
with the center line of the Tide ',;star Power Company's track, as
formerly located, 200 feet Northwardly therefrom, about 4,267 feet to
a point; thence Southwardly and at right angles to the centerline
of the said Tide Water Power Company's track, as formerly located,
200 feet to the point of beginning.
Subject, nevertheless, to the easement of the United States of
American over the Western one thousand (1,000) feet of the property
herein and hereby conveyed, for the purpose of dumping sand.
RESERVING AND EXCEPTING, however, from the above described tract
or parcel of land and from the operation of this deed, the following
tract or parcel of land:
BEGINNING at a stake 17.4. feet North 38 degrees 55 minutes East
of the center line of the tracks of the Tide Water Power Company, as the
same were formerly located on the causeway, said point in the center
of the tracks of the Tide Water Power Company being 58.8 feet North
51 degrees 05 minutes West of a concrete monument of the Tide Water
Power Company in the center line of the tracks of the Tide Water Power
Company, as the same were formerly situated on the causeway; said con-
crete monument being 4,254.5 feet measured in a course South 51 degrees
05 minutes Fast from another concrete monument in the canter line of the
Tide Water Power Company's tracks, as formerly located, at. Wrightsville
Sound, about 25 feet West of the high water mark of the Sound and about
20 feet Northeast from the Nrortheast corner of the 'Tide Water Power Com-
panyIs station at Wrightsville Sound, and doe North 17 degrees GO minutes
East 17 feet from the United States Coast and Geodetic Triangtilat'ion
Station near the West end of the Tide Waster Power Company'sold trestle; and
running thence from said beginning point Vorth 38 degrees 55 minutes East
182.6 feet to the Northern line of the causeway tract; thence North 51
degrees 05 minutes West along the Northern line of the causeway tract 43.8
feet; thence South 38 degrees 55 minutes West 18.2.6 feet; thence South 51
degrees 05 minutes Last 43.8 feet to the point of beginning.
Tract No. 2
BEGINNING at a point in the center lineof the track of the Tide
Water Power Company's trolley line from Wrightsville Sound to Wrightsville
Beach, said point being /„n the center
he degrees 05 the
Fast
from a concrete monument in the canter of the tracks of the Tide Water
Power Company at Wrightsville Sound, as formerly located, said concre F,e
monument being about 25 feet West of the high water mark of the Sound and
20 feet Northeast of the Northeast corner of the 'tide Water Power Company's
station at Wrightsville Sound also being North 12 degrees 00 minutes East
17 feet from the United States Coast and Geodetic Triangulation Station,
"Northwest Base", near the Western end of the Tide Water Power Company's
old trestle at Wrightsville Sound, and running thence from saild beginning
point North 42 degrees 25 minutes East 50 feet, thence South 51 degrees

-3-
05 minutesFast parallel withthe Tide water Power Gompany'a
track, as formerly located, Lind 50 feet North therefrom about
1329 feet to Bank's Channel; thence Southwardly nnd,along Bank's
Channel 64.5 feet,; thence North 51 degrees 05 minutes Wost and'
parallel with Tide Water Power, Company' a track, as formerly
located, and 14.5 feet therefrom 340 feet; more or 'less, to the
Eastern line of 'Live Oak Driveg thence Southwardly and along the
Eastern line of Live Oak Drive 35.5 feet; thence North 51 degrees
05 minutes West parallel with the tracks of the Tide Eater Power
Company, as formerly located, and 50 feet South therefrom 993.7
feet to a point of bearing 42_ degrees '25 minutes West from the
point of beginning; thence North 42 degrees 25 minutes East '50 feet
to'the point of beginning.
Subject, nevertheless, to an easement over and along the North-
east portion of the above conveyed tract of land granted by the
Tide Water Power Company to the North Carolina State Bighwey & Pub-
lie.works Commission for highway purposes, and an easement over the
Southwest portion thereof granted by the Tide Water Power Company to
The Shore Acres Company for highway purposes.
No. 3
That one-half (112) undivided interest of the Tide Water Power Com-
pany, one of the parties of the first part, in and to the Scharzer Polling
Lift Bascule Bridge spanning the Inland Waterway at Wrightsville Sound
and being situated on the first tract or parcel of land described in
this indenture and being within the boundaries thereof, together with
all abutments and fenders and approaches.
The Side Water Power Company, one of the parties of the first part;
hereby EXCEPTS AND RESERVES from the above described tracts of land numbered 1 end
2, a right -or -way and easement for gas mains, appliances, and appurtenances; and
electric lines, consisting of poles or other structures, guy wires, transformers;
and all appliances .and .appurtenances necessary to be used. in eonnoction therewith;
unto itself, its successors and assigns; said right-of-way end easement being
more particularly described as follows:
DEGUbMIG at a state at Wrightsville Sound near the high water
mark thereof; said stake being 40 feet North 38 degrees 55 minutes
East from a concrete monumeht in the center of the Tide Water. Power
Company'a tracks at Wrightsville Sound, as the name were formerly
located, said concrete monument being about 25 feet ),lost of the
high water mark of Wrightsville Sound and about 20 feet Northeast
of the Northeast corner of the Tide Water Power Company's station
at Wrightsville Sound, and also being North 12. degrees 00 minutes
West 17feet of the Unii:ed States Coast and Geodetic Triangulation
Station, "Yorthwest Base", said station, "Northwest BaseW, being
located noar the Western end of the Tide Water Power Company's
old trestle at Wrightsville Sound; and running thence South 53.
degrees 05 minutes East 5,583.5 feet to the low water mark of Bank's
Channel; thence Northwestwardly with and along. the low water mark of
flank's Channel 10 feet; thence!'North 51 degrees05minutes West 5,583.5
feet; thence South 38 degrees 55 minutes West 10 feet to the point
of beginning
It being the ntertion of the parties to ,provide a right-of-way
and easement for electric 'lines and gas mains from Wrigtieville Sound
to low water mark of the Bank's Channel with the right to the Tide
Water Power Company, Its successors and assigns, to hold the above

described, reserved and excepted right-of-way without making
any use thereof until such time as the party of the second
part may in its discretion require the removal of the gas
plains and electric lines froia their present respective loca-
tions to the said right-of4way hereinabove described.
TO HAVE AND TO HOLD the above described tracts and parcels of land,
and bridge, together with all appurtenances thareunto belongingCr in anywise
appertaining, unto the party of the second part, forever.
IN WITNISS WHEREOF, the Tide Hater Power Company, and'the Pennsylvania
Company for Insurances on Lives mwd Granting Annuities, Trustee, have caused these
presents to be signed by their respective Presidents, or one of their respective
Vice Presidents, and their respective corporate seals to be affixed, and attested
by their respective Secretaries, and the said C. S. Newhall, Trustee, has hereunto
set his hand and affixed his seal, this the day and ,year first above written.
TIDE WATER POWER COhIPANY
Attest: By- N. E. Drexler (Original Signed)
L. D. Latta (Original signed) President
Secretary
(SEAL)
.. THE .PENNSYLVANIA COMPANY POR INSURANOE
ON LIVES AND GRANTING ANNUITIES, TRUSTEE
By- L. T. Clark
Attest: Vice -President
H. E. Righter
Secretary
C.S. Newhall SEd�
Trustee

STATE Or NORTH CAROLINA )
COUNTY Or NEW RAN04ER. )
This 1:6aday of January, 1942, personally appeared before me, Eloise
B. Baird, a Notary Public in and for the State and County aforesaid, L. D. Latta
who, being duly sworn, says that he knows the common seal of the TIDE. WATER P041ER
COMPANY, and is acquainted with N. E. Drexler, who is President of the said oorpora-
tion, and that he, the said L. D. Latta, is the Secretary of the said corporation,
and saw the said President sign the foregoing instrument, and saw the said cahmon
seal of the said corporation affixed to said inst=ent b�, said President, and that
he, the siad L. D. Latta, signed his name in attestation of the execution of said.
instrument in the presence of Budd President of said corporation.
Witness my hand and Notarial .Seal, this 16 day of January, 19Q.
Eloise D. Baird
Notary Public
Illy conuaission expires Parch 16, 1942

9'2s-56

r DISTRICT 3
IJUN 2 q 2015
tir
.ION"RECEIVED
CDENR
North Carolina Department of Environment and Natural Resource
Pat McCrory
Donald R. van der Vaan
Governor
Secretary
June 25, 2015
MEMORANDUM:
TO:
Anthony law
NC DOT
New Hanover County
FROM:
Doug Hugged, NC DENR-DCM Major Permits Coordinator
400 Commerce Avenue, Morehead City, NC 28557 Fax: [phone]
(Courfer 11.1"g)
SUBJECT:
CAMA / Dredge & Fill Permit Application Review -
Applicant
Bailey & Associates, Inc. c/o Chris Bailey
Project Location: 202 Summer Rest Rd., adjacent to Moths Channel and the AMM% in Wilmington,
New Hanover County
Proposed Project: to expand the existing docking facility for the Grand View Community Marina
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Doing Hueaett at the address above by July 18, 2015. If you have any questions
regarding the proposed project, contact Robb Maim at [phone] 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
nc. o". of caatel denaoomm
127 Cady D&a Fat, WhINW, NC 10495
P.: 910.RM2151 FAX 910.095a954 WHnatyAVNmmataimaneermanl.rA
MFp YVWo1MIWimY NonenWry

OR
North Carolina Department of Environment and Natural Resources
Pat McCrory _ Donald R. van derVaad
Governor - secretary
June 25, 2015
Mr. SteveMorrism
c/o Lind Mraarmem Group, Inc.
3805 Wrightsville Ave.,Suite 15
Wilmington, North Carolina29403
Dear Mr. Morrison
The Division of Coastal Management hereby adavowledges receipt of your application, acting as agent for Mr. Chris
Bailey,.with Bailey and Associates, Jne: for the proposed development located at 202 Summer Rest Road, adjacent to
Molts Crack and the AIW W, in Wdmingmq'New Hanover County. R was reed rod es complete on 7me 9, 3015, and
appears to be adequate for procrs9ing at this. time. the projected deadline for malting a decision is August24, 20I5. An
additional 75dayrovlcw period is provided bylaw whim such time is necessary to complete the review. Ifyou have not
been notified of a final actionbythe initial'deulim stated above, you should consider the' review period extended Under
those ciromnstenccs, this letter will serve as your notice of an-ewrided review. However, an additional letter will be
provided on or aboutthe 75th day.
If this agency dots not render a permit decision within 70: days from June 9, 2015, you may request a meeting with the
Directoroftlre Division of CoesFaINfanagomentandpemilt smffto discuss the status ofyourprpjedt Such amcoting will
;be held within five'worKmg days from the receipt ofyour writicn cerruest and shall include the propertyowner, developer,.
NCGS 113A-119(b) requires that Notice of an application be posted a -the location of the proposed development
-Enclosed you will Had a "Notice of Pemit.Filing" piestoard.which must be posted at the property of.your proposed
development You should postThis notice at a conspicuous point along your pmpedy where it can be observed from a .
public mad.- Some example¢ would be: Nulling the notice card to a telephone pole m tree along the mad right-of-way
fmnting.your property; or at a point along the mad right-of-way where a private mad would lead one into your property.
Failure to post this notice could resultin as incomplete application.
A Bold report has been prepared and is in the process of being circulated to Via various state and federal roviaw agencies
forthca comments. Ifadditional iofomation is required based onthis review, the agencies may contact you directly.
:. in ly, n r
r�
. - .IPIv aim
Field Representative
_ WilmmgmnDistrictO®ce
N.C. Division of Coastal Management
co: DougHuggelt,DCM
TylerCnunbloy, USACH 'Chris O'Keefe, NH Co.
Kathryn Thurston, City of Wilmington
Anthony law, NCDOT
Chris DaileycAPplln .
19 Cadnal Ddva Fay Whinglan, NO 2M
Rae: 91049FTtt 51 FAR 9lN9539^A Hemet waw.nmatlamenagmatml
M Fvua pqumdrlAFmetlw.YBm Gµgm

DIMON OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Bailey and Associates, Inc. do Claris Bailey
PROJECT NAME: Grand View Community Merino
2, LOCATION OF PROJECT SITE: 202 Summer RotRoad, adjacent to Molts Creek, and theAdautic Intracoastal
Waterway, Greenville sound in Wilmington, New Hanover County.
Phdto'Jndex-2006: 22-7424, I-7,10 2000:22-273, I-1, 10 1995: 22-255, 1, 8
State Plan.Coordinates-X: 2358428 Y: 173148
Latiwde:34-13'11.47562'N Longitade:77°48.51.900003"W
3. INVESTIGATION TYPE: CAMA and D & F ROVER FILE N-O-120614B
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit —61162015
Applicant Present —No
S. . PROCESSING PROCEDURE: Application Received —02015 (completed)
Oflica— Wilmington
6. SITE DESCRIPTION:
(A) Loral Land Use Plan= WilmingtonVew Hanover County
Land Classification From LUP -Resource Protection (Upland), Conservation (Open Water)
(B) AEC(s) Involved: CW, Pr, EW, ES
(Cj. Water Dependent Yes
(D) Intended Use: Private Community
(E) Wastewater Treatment: Existing — Sewer Force Main(NE1)
Planed —NIA
(F) Type ofStmettrm: Existing — Timber bulkhead, irrigation well, access pier, Hosting dock, remnant piling
Planned —Additional access pier,gazebos, floatingdocks, moeriagpilings and
excavation of beat basin fun up to 17 vessels.
(G) Estimated Annual Rate of Erosion: WA
Source -NIA
7. H&BITATDESCRIMON: '[AREA1-
DREDGED ELLED OTHER
(A) Vegetated Wetlands (Coastal Wetlands)
-
(Shaded)
678 sq. 0.
(13)Non-Vegetated Wetlands
6,732 sq.ft
incorporated
(Open water
2,934 sq. R
(C) Other (Highg ound) Disposal Site
—56,628 sq. ft.
(D) Total Area Disturbed: 66,972 sq. R (-1.5 acres)
(E) Primary Nursery Area: No .
(F)' Water Classification: "SB" WrightMileRecrestional Area Open: No
PROJECTSUMMARY: lbe app0cantpmpww to expand moxistingdockingfacility adjacentwMabCreekmd
the Atlantic Intracoastal Waerway (AlWW) to accommodate 17 vessels.

Bailey and Associates c/o Christopher Bailey -Grand View Community Marion
Page 3
The existing docking facility was authored for up to two (2) vessels through State Permit No. 94-01, which was
originally issued to COSS Enterprises, LLC on07fi2001. The applicationforState PermltNo. 84-01 depicted that an
approximate 50' section of the authorized access pier and the floating dock in the location ofthe NEI wen, designed to
be bolted for removal for required maintenance. The location often access pier in mlationto the NEB was addressed
under condition No. 7 of State Permit No. 84-01 and referenced revised drawings dated 06262001. The existing
150' right -of --way, from the bridge (See Sheets I and 2 of 9 and Project Narrative).
Further, the referenced drawings for State Permit No. 84-01 indicate that the northern riparian corridor line was
referenced from the oemerline of Molts Creek channel. State Permit No. 84-01 was transferred in Bailey and
Associates, Inc. on 05/042006 and lastmodifiedon 65272008 fortelorationofthe authoriandacces pinto thesouth
to accommodate the authorized two vessels, and the.constmetion ofa 30' in length by20' in width partially covered
platform ro be constructed on the northern side of the relocated access pier. The platform location under this
modification was authorizedjost on the waterward side ofthe coastal wetlands boundary and on the southern side ofthe
existing NEI sewer line. The NEI was located in the field on 1211012007 by the acting agent at the time of the
modification request 7teangnmeatoftheNElwasdepictedontheattecheddmwingsforthemcdifioati6anquestnnd
was taken from the survey, and construction ofthe existing access pier currently spans over the NEL To date the
authorized partially covered platform has not been constructed. State Permit No. 84-01 expired on 12i31/2008,
however, StatepermitNo.84-01 was subjeato extension bythe SesskXk aw2009A06, as amended byScssioulm
2010-177,th6Fermit ExteaaienAct State PemhitNo.84.Olexpiredon1Yi12012. '
State Permit No. 13-86 was issued to ConaoEdand Ventures Corporation on 11/19/1986 for a docking facility atthis
property, which authorized up to ter, (10) slips, which included excavationfora boat basin. PemdtConditonNo. 9 of
State Permit No. 13-86 addressed the existing sewer line and reads: "The urea over the 14"force main shall not be
excavatedwiless the applicmRsemr verlfythmthe fine will have 4'em arremaining." The proposed docking facility
me parallel to Mom Creek and the traditional navigation to. the AIW W from the private dealing facilities to the
north,v stalongSummerRestRoad and to the 80' setback requirement fmmthe AIWWchannel. State PumitNo.13-
86 expired on 1221/1989 and the construction oftbis docking facility was abandoned The only evidence of the
docking facility is therenumotp0ings from an abandoned pier, aforementioned. Purther,theseazistingpilmgsmthis
location appear to be present in the review, ofhrstorical NCDOT1989 aerial photography.
The New Hanover County and the City of Wilmington 2006 Land Use Plan Update classifies adjacent waters as
Conservation, and the adjacevthigh groundportlon oftheprojoet aream ResomeaProtedion.The wafersoftheMoLLv
CreekamdMiddle Sound are classified SB(Wrightm'UoRw=tioiWAma)bytheDivisionof WaterResomeas.They
"mbiflT add they are CLOSED to the
PROPOSED PROJECT:
The applicant proposes to expand an existing docking facility adjacent to Matta Creek and the Atlantic Intracoastal
Wairmay(AIW W) to accommodate 17vessels. The application sthtesthatWeexistivg floating dockandasectionof
the existing fixed access pier would he removed and also proposes excavation to maintain the depth necessary to
provide safe dockage foraddi0onal vessels. Asstskd,theapplimtionmdicateslhattheNElwmlocetrdandsurwyed
by The applicant; however, only approximately 110lineer feet was located. In addition, the application states that the
dredging limits wouldmainminan approximately 15'sepamtionfromthe location oftheNEL Anan,tapproxhnately
160' m length by 90' inwidthwould be mechanically excavated by bucket -to -barge method to a final project depth
from AV at MLW. This would result in the removal ofappiaximatcly 810 cubic yards ofmaterial, which would be
hauled to a privately owned spoil island located approximately and" south ofthe project she at the confluence ofthe
AIW W and Matta Channel (US Amry Corps of Engineers (USACE) Disposal Site No. 0248), which is privately
owned

Bailey and Associates c/o Christopher Bailey- Grand View Community Marina
Page 5
The disposal ofthe materiel would impact approximately 56,628 sq. @ ofhighground,whichwouldbelocated earn an
existing spoil island at the confluence of the AIW W and Moth Channel (USACB Disposal Site No. 0248). The
proposed motion. structures would extend approximately 128' into a wderhody, which menuen approximately SIT
across (AIW W). The pruposedplatform into Mons Creckwouldexa ndappundmztely 10' i itoawabobodymeamring
50' access, which all structures would conform with the 1/4 width. The proposed marina docking facility appears to
southern portion ofthe proposed marina ducking facility encroaches into the Deputies
150' right -of --way from US IiLVY 74/76.
The proposed marina dotting facility would not encroach into the adjacent 15' riparian
the south ofthe project. As salted, the referenced drawings m State PamitNo. 84-01
property indicated that the northern riparian carridor lino was nonsurod from the ceaterl
on we some
locate a northern riparian fine. Duero the peculiar
V a traditional oupendicular alignment amid not be
achieved for a riparian corridor and associated sethack. It opposes that the intent ofthe previously authorized (looking
facilities for this property was to prevent structures within the established access channel for the existing docking
facilities along Summer Rest Road and the AIW W. Rules ISA NCAC 0711.0208(b) Specific Use Standards (6)0)
states: "When shorefine configuration is such that a perpendicalar alignment cannot be achieved the pier shall be
aligned to meet the intent ofAis Rule to the marimum extent practlrnbre at determined by the Division of Coastal
bfdnagememf.
The application package for State Pennitblo. 174-00, which was issued on November 14, 2000, and was then renewed
and modified on Sanuary 19, 2006 to the adjacent property owner to the north at the time (Smhh), for the existing
private docking facility and associated boat basin and access channel, contained a notarized authorization from the
Summer Rest Loading Yacht Club Owners Association, Inc., which was the adjacent riparian pioperry'owner to the
north, which allowed Smith's facility to extend the into the adjacent riparian madder.
Based on the proximity ofthe proposed marine docking facility to the existing private dockingfacilili" to the north
along Summer Rest Road,whkvhconnect directly to the AIW W via an=a— channel 9the mouth ofMottsCarols, and
the NCWRC public boat rump at Wrightsville Beach, the proposed marina docking facility maid potentially impede
and congest the traditional navigation in the soon ofthe AIW W. During the bury summer months, this area ofthe
AIW W can be very congested due to larger vessels sitting idlewaking for die drawbridge to open and boaterstrymgm
launch and imdeve smaller vessels at the NCWRC public boat ramp located at Wrightsville Beach.
R should be noted that condition 2to Side FrmitNo.13-86whichwin issued Consolidated Ventura; Corporation
on the same property fora 10 (ten) slip docking facility, addresses the tiaditionalnevigatioaofthis area, which states:
"aadidnnal navigation m theAWWfrnm private dockage to the northwest along Summer Rest Roadshall not be
impededbythisprojectoritrlater use. Afairwayofreasanable width in waterdepths of4'M9Wargiemrrmust bs
maintained to comply with the terms ofthe condition". As stated, the adjacent docking facility to the north was
authorized a boat basin and access channel to the AIW W through Slate PomdtNo. 174-00, which was issued to the
pernims property owner (B.. Smith) authorised a find project depth of-6.0' atMLW. Minor inciessm in turbidity
should be expected during the construction; however no long farm adverse impacts are anticipated.
Submitted by: Robb I. Nhiirs Date: 6/252015 office: Wilmington

CAMA Major Permit Applica0on
Project Narrative
Grand View Community Marina
202 Summer Rest Road
Wilmington, New Hanover County, North Carolina
Bailey and Associates, Inc., Applicant
Land ManagementGroup (LMG) Inc., Agent
Existing Conditions
Bailey and Associates Inc., is the owner of New Hanover County parcel R05714-004-012-000. The
property is located at 202 Summer Rest Road, Wilmington, and abuts Molts Creek and the Atlantic
Intracoastal Waterway (AIWW) just north of the Wrightsville Beach Bridge. Upland portions of the
property are located within file City of Wilmington, and riparian areas below mean high water am
within thejurisdiction of New Hanover County. The property features riparian access to Moos
Creek on the northern side of the property and the AWM at the eastem end of the property. There
are 4764ft of shoreline along normal high water, as flagged by LMG, within the deeded property
boundaries. The property cumengy contains a 652-ft long fixed pier which accesses a 604t long
floating dock parallel to the AIWW with 2 boat slips (CAMA Permit 84-01). The current floating dock
is located approximately 12' landward of the quarter waterbody setback which Is mom reshictive
than the 80' federal setback off the AIWW channel in this location. Deeded property boundaries for
the parcel include a mean low water and a mean high water line surveyed at the time of
recordation in IS84. Since the low water line was shown on the 1984 survey, a search f rrany
submerged land claims was conducted to determine whether the applicant or any adjacent parcel
had a legal submerged land claim. The NCDENR, Division of Marine Fisheries, database for
'Submerged Lard Gaims Recognized under NCGS 113-20F was reviewed. Neither the subject
property nor the directly adjacent northern property were shown to have any recegnbmd
submerged land claims. More recent rgean high water, normal high water, and mean low water
contours are provided in the application materials in addition te the deeded boundaries (for
reference only).
The AIWW along the properly.is designated by the NC Environmental Management Commission
(EMC) as SB waters (Index 4 1 H7-24). The property is located across the AIWW from the public
boat ramp at Wrightsville Beach. No waters adjacent to the property are mapped as Primary
Nursery Area (PNA), and the adjacent wears are closed to shelfshing for human consumption.
Proposed Project
Bailey and Associates, Inc. Is proposing to expand the existing docidng facility to provide a total of
17 slips, ranging between 16' and 30' in size. Two of the slips on the outside of the T head would
be transient slips. All slips would serve residential units within the Grand View mixed -use
development carmnty under construction at 7205 Wrightsville Avenue (the foaner'Bables
Hospital' and New Hanover County parcel R05714-002-003-000). The residential component of
the mixed -use redevelopment of the former Babies Hospital site will provide 111 residential units.
Boat slips proposed in this application would serve the residents of Grand View. The proposed
boat slips are within walking distance of the residential units, and no parking at the waterfront
parcel will be necessary. No upland work is proposed in this application.
Grand View Community Ma M4 Badey and AssocireW, Inc RECEIVED
CAMAMajorPennitgopllcetion, ProjectNarrafrve, June 8,2015 DCMWILMINGTON,NC
1 JUN 0 9 2015

materials from NCDOT, however the applicant believes now of the materials accurately depict or
prove that an easement or right-of-way exists over the AIWW. The applicant is of the opinion at this
time that such an easement or rightof-way does not exist and vra are presenting the proposed
dock system as planned, with the earlier portrayed right-of-way fine over the AIWW labeled as
'Disputed' and anticipate NCDOT further review during the normal course of the permit application
review process.
Grand VmwCummuN7yMadna, Bar7ayandAssocWas, I= RECEIVED
CAMA M*rPeaffAppiicafion, PmjecfNaaahm June 5,2015 DCM WILMINGTON, NC
3
Jl1N 0 9 2015

DCM MP-1
APPLICATION for -r
Major Development Permit " '
Oast rovised 1L27m4)
Notlh Carolina DIVISION OF COASTAL MANAGEMENT
7: Primary ApplicanNCandownerinlormatlon
- -
BusinessName
BWI.y And Assadates, (M.
PmjeUNwm (daparabb)
Gmnd $law Community Marina
Appgmnll: Font Name
do Mr. Chris
MI
test Nana
Bailey
,
App4ran12: Flmt Nama
MI
last Nama
I/atltlRbral eppGcnMs, pease e2eGr en eddiMnelpepe(s1 wM rlmnes asisd
MaiMg Address
P.O. Boa
PO Ba[ _
400
City
JackscwMe
I
Slab
NC
LP 'Country
28541
USA
Pharr No.
010-346-8443 .4
FAX No.
910-348-807
StreMAddress (JtlnmeMfmm afavel
Cily
Stale
ZIP
BraO
oubailey@baiieyandassodate&bt
2. AgeM/Canhiiiii fc*hgon
-
BosMesaName
land Management Gmup, Inc.
AgenVconbadarl: Fest Nana
MI
Last Name
Steve
Manisan
A9enilConvaotor2: Fln4Name
MI
Less Nama
Laura
Stasevieh
MaKog Address
PCBOX
City
Slab
3805 WrigMsviile Ave., Sake 15
Wlimington
NC
ZIP
Phone No.1
Phom No.2
26403
910-462-0001
e#
- -
as
FM No.
CoNmdm2
910 452 0060
SoeotAdWess(i,TcWcm%homabaw)
oly
Slate
LP
ErnO
smonisonomgmup.net [e-mail]
RECEIVED
oorm continues an hack> DCM WILMINGTON, NO
JUN 0 0 2015
252-800.2308 :: 1.089-411a0A5T :. www.nccaoota4maneaemnnt.nnl

Form OCM MP-t (Page 3 of5)
<Form continues on next page>
APPUCAnoN for
Matra Oew dopmed Pwroll
m..(g Arotrwa enad..floalle't WY. EN.
(a) Are Ness coastal wetlands on lye see? ®Yes ONo
pllfye WelNer(ga(v)abova,laeade eagmbeem=dupd? ®Yes []No
(Anechdonmanbb'on dasocabre)
n. OesaOe exiting wastewater trealmed facMes.
Work requested in this application does not require treatment ofwadewaler, outlive property is served by the Cape Fear
Public Utility Authority.
o. Oeo W lee adding ddnktRg water supply source.
Work requested in Ih¢ application does not require ddnking water, but the property is served by the Cape Fear Public Utility
Authority.
P. OasalOe e*VW stomwater wersawned or tod nod systems.
There are no sliding stomwmtarmanagemenl ortmiment systems on ed . Flds ing development is pervious dehJng.
3 ASGWdes andlmpaets '; - i
a. Wpl No Pmledbelorcormnemal, Publk; aPrNala use? - `
pcamL_. ..
mrdd OPubIIGGmerNrnd
®PdaiNComnudy
b. Glwabdettlescdpibn ofpapose,rae, end dopy opeatbmoIlya ProleGwnm cnnNGp
Purpose is to expand docking facildws N provide 14 boat sips 24'to M' in see, one slip W In size and two transient slips.
AU boat slips would carve the Grand View, apartment rental community currently under consimction at 7205 Wdghtswile
Avenue. Slips would be available for use by residents althe reddentiel units within the nrumduse development and would
be used for recreational boating.
c DascRbe Ne PmPmatl contra tlm maNvtlobgy, types vtoanSWtllvn epulpmenlly beuseddu,hg conahutlivn, lM1e mvnberMeaGi type
d epulpmeM eK wTera tt th N be Goretl.
InstallationofrK fwrffigdotivsendnsooringpitingswouldbedmesmlhstandardvresh4nplingdg. Promseddredgirg
would be'buclvato bangs' with material denvatered on the barge before placement in an approved spot disposal area
d. Lbl ell devNapmentedNdies you prapwe.
Along AMU ocnstrudion of new flowing dodo and 7 finger piers to provide 14 boat slips 24' to 30 in also, one slip Wm
sire, and two transient slily. Construction M two platforms. One floating platform serving as a kayakWave runner launch:
area. Onefixedplalfomhpadiagyrooled. Dredging within 6,732 sc il. ofpubec trust botiom to final depth of-4'MLW.
Majority of existing tuned pierto remain. Along Molts Creek -new Road plerand partially mofed lured platform. No upland
development Is proposed.
a. pve lira PrWmvd edivillas rrahieranmdmeus0g protect, rrewworRabeN? Both
L What Is lye appmwlmale bust disturbed Wed! was suUV from tho proposed protect? No upland disturbance. Cradling
below NHW —6,732
Sq.R or OAcas
g. WAl fire pmpmetl Proled enwdchon any publleaasemeN, publicacwssvrryaraMer area ®Yea ONo ❑NA
Nat Umpubi idesslabgsMdum Oft (Wbar 'Rid t P
h Oesviba locaUonaM type vlorbtirg andlmposed darla:gm lowalera of tin slate.
No dlred c isc arges to waters d the slate are proposed.
I. Win waatmvapr or sMmmaNrbe tlisWgad Nis awGland? OYes ®No ONA
Brea, wR Nm disrAaged wakrbe olNa same eabndyas NamsbNg wales OYea Clue ®RECEIVED
UUM L INUIUN, NC
252-80e-2aas :: 1-588-4RGOAST :r w ww.nccoas tnlmanegemont.nol

Form DCM MP-2
EXCAVATION and FILL
(Except for bridges and eulverts)
Attach Bus form to Joint Appfi®tan for CAMA Major Permit Form DCM MP-1. BesuretawmpleMalloN.rsecliansofthe Joint
Application that relate to tlds proposed project Plane include all supplemental Information.
Descnbe be=o o purpose ofpmposed C ration andlafil activities. All values shouldbe given in feet
Access
Other
(NLW or
ChannelNN/A
Boat Basin
Boat Ramp
RockGroln
:Rock
Bondander
(excluding
shorellne
NWL
sUbill.tf.n
Lon9M
WA'Irregular.
Total Area =
WA
WA
NIA
WA
Width
WAg,732
aq.ft.
N/A
WA
N/A
WA
WA-OTB'MLW
WA
NA .
-NA. -
WA
WA-0'MLW
NIA
Nq
NA._I';:.
NIA
Depth
cubicyas . Bottom sediments ofANVW; grain see anticpated to be
Apprm Ud,810 W(wing 20(rtax! 014 survey depths) pdmedly sand.
a WDoes Bw area bbe exwvatedlMude maslalvrelbndshnarsh d Highgmundearnxgan IncudpyaNa.
(GY✓J,adaremetl egaaticvapeb0on (SAV), shallbdlom (SB), None.
er ottler v/albnda PllL)7 1f a:ry toms are dreded, provide Ns
rsRmbarel6euarefeataffedad.
CICW OSAV _ EISB
❑m Oilers
p0 Omube Ua DumosodNe exvraton b dose seas
WA
2:: DISPOSA40)ak=AVATED. MAiERIAI'.,- 2.. pfiis sebbm rpt epplicatile
e. Locatbnddispceatarea b. OInrensbreoldbyssalerea.
Spoil disposal Island an Al approx. 0.4anile south of Area vriWn Share Acres Co. parcrl R00800-002-003-0W
site. Shores Acres Co. pmPedy(RMOO-O2-003-0W) ofapprmc 0.3aves.
behlyd CorpsAIW W_0A_0248.
c (F)NyoucbintleladnposalamaT
0Yes ON. EINA
(g If na. atlaM a tettergranlbe peam lion tram Na.1
e. NOcestne dupasd area hcNde anywastalwo0a�dclmareh
(CAS, submerged eeualbvegebtum (BAW,enol botlom (SB),
vaseerveuanda ket a 1(mrybmxs am dcecketl, Dmvide Na
Elm otsquara reetegecled.
C�1L�Wn OSAV O8B
ON ®Nana
(I)Daseba the purpose of Nspasal In Ihese areas:
WA
d I'1 Wlladbpmal area be evalLable for(utwe malntenannT
®Yea pNo pNA
Antielpatefultue requests for use &wine disposal
Ms.
I. (�Oaaz Ne Obposalbtluda any area llMevMeR
Ely.. ON. DNA .
(� If yes now muMnamrerea b eleRetlT
WA
RECEIVED
DCM WILMINGTON, NO
282480842603 n 1-882-0IuoAST :: wsysv nceoaaaatma mans.nat re .m 1=60e

Form DICPA BAP-8 (Excavation and Fill, Page 3 of 3)
IAPP4aNSIB�Ia9
RECEIVED
DOM WILMINGTON, NO
JUN 0 9 2015
25MM2803::tda9-9 AST.�myr p3—I1;e31almana amentm A.& ="a

FGniel DCM MP-4 (Blnuataras, Paea 2 of 4)
Z DOCKING FACILITY/MARINA OPERATIONS �Thlssew'on rrotappticawa
a, enaaeadrmme roumMg wmbryfaag�em lhatwal ba mavammwpmposea project
❑ oalparpnera
❑Tegefs farpaWe; Number. Lacagon:
O Shen
❑ Bpalhalding mM pvnpoub Goa bW and losses.
b. Desuibo lreaanenl type erd depwelbcation (ocae swearymsiemkr.
Notreatmenlforeanitarywaslewaterwillbemoded. BothmomsemwWlableMthinwaaingdistencealassodatedresidential
unite, and facility will have a no overboard discharge polity. Pumpout is available at Seepath Yadrt Club located an Harbor
Island, Wrightsvlge Beach, approsimafely 0.9 miles via beat from the site.
c. oascrma the disposal ofsdid wash, fish oaal aod bash.
Trash sans will be located on the upland portion of the property near Summer Rea Road.
d. How wig o.erewrd discharge of saw{ga from boats be cvnhotiedy
A no overboard discharge policy wig be enforced through the slip rental agreement andfor community rules and restrictions.
e..(g Givean Iowdonendnw ardf No SeMeDroOa eaignapWosad.
1- on proposed floating dock
(B Give the loco lon ad n nnber of PwnpMAvarable agna preposed.
One sign Indicating reared public pumpaut (Seapath Yacht Club) will be posted on the feed access pier.
f. Deev3e the epeclal deals, If applicable, fv w Inls, Wivnbll,,pogutent,such as patrf,smMbbsWgwaW and Wools. protects.
No maintenance or fueling services wig W offered.
g. Where will resit.. from vessel meinteranw be deposed oN
No malnlarrance services will be offered orallowed.
h GNetMenu belofa.wlnudersard No We spmpmpmed. None
I. Give ba location of 1ue46andGngfadaceS,aMtleswba Me safely measues planned to preten aea mbrgwf,.
No fuel services ere proposed.
j. V.melwgl ba Ne marine pd'rywovemighl end WoaboaN tlackagey
No overnight or live-aboards will be allowed and will be enforced through rental agreement andlorcommunlly rules and
restrictions.
t Oeavroe tlesign measures NatpmnNe boalbavn gwhirg9
Proposed dredging wig be 41 openwaterto a depth of 4 MLW wNdr will not emeed depths W Wn the connecting AIWW.
L IfthlspmjedisanWami nefaned gma,whalyyasafw iwearecvrnnlypm ed4
Expansion of existing Iwo slip dock with no services. RECEIVED
BeM NG -ON, NO
JUN 0 9 2015
252A00-2a0B n 1-0a6-0WC0A4T:: www.nceaasf@0_naBp.T:s3 revlaea: +miss

�- FlaeRn 9GPA R7�-dl (9¢raemraa, Pae� 4 04 4)
a pmwmaydsbwwre(a)m etljeo^nt riparkn tvspeM ones
15'tu the soolhem dparan weldor @rut
16W to northern ripadan wior f ft
Note: Wb-yormomkn PT-9. use arc P/aWn4uclu6n9 knalh
of .ssel.
c "tofwaterboM
50a'almaeW.tMn Per to bdRhead on easlem aide AN W
e. 0) 1MYnaNAdbialaWsbereq WasammRdthepmjeW
DYes ®No DNA
(@ Ilyes, explain wlattype antl howdreywill be ¢nPlrnvntetl.
WA
b, pma itl dst m(s)toatljamnldo MfadnUes.
—W to Blackwell dark to the north
6 Wakr tlePlb ffiwatemad entldmran„affi NLWorNWL
F�0lnadenlhsanaef m-0.79MLW todt'MLWMthin
omoosed On
8.. OTHER' - DThis sac6oi riotepprca5le:.
a. Gie oamplek descdptian:
Jima 8, 2015
Apprirant SlpdaWre
RECEIVED
DCM WILMINGTON, NC
JUN 0 9 2015
ux-eosaaas a laesaaeou7 a w,.w.ea�aaealmaaanomanenae ra.taed:l2mide

YC "4 9p ,{✓
Legend
Mum
--------- Creek Channel Line -- ---
(2g0asurny)
Riparian Corridor Limit — — — —
MHW and MLW
—--- ------
(porDemii
Riparian Corridor Setback — — — — — — —
NormalHiighWater
—r—r—
(LMG1ORD1q
Buried Sewer Line ..�
Waterward Edge Marsh NCOOT ROW — — —
(mappedfmmaede()
(disputed)
LW DMVI.YFNEITRNOTflESPPY4®IEF6G LOGTNGDIITHE WPATOY K.
VIDIIE4 NIYaNNEe SXOAN Dx PE9 WON HME6EFfI RiWeEDeYlxotll
pgq}IF-S NIDMEFbt4HdI1 R9FNE11@PMPDSE9 TlY. n6TE
RFbPpI5Bn11YCFTXEONfEWMTSPMPMDLYlCOH1MRW ALONIOLf
PpLfF551RULUlaNYtMAIWO WIflNK.
mV drawing Is e completion of Yadpus amvep am b not a
seekd survey a, enpineemd dmwNL
For CNNA pemar ing only. Notrr,oar tmtlbn.
r�+'ama+mm®nwr n..nr..w+e+ro
i.�F�u,F<,ia�oouera""i.ama`a. vw°rJP°'m:rs�m'a"'.ierow�
w.awws,raa.ry W cvaammema+=�
aw�..aaw.m,FvaannwuNNNCDUT �.� .
�mrmrW,.w urn w `auw�an •-Jmvr...m.�se
Dm-wmaaNaamred.awno,s
uwuaTvaaoawN,amwn
WOn� Pvuw.ww�Na��� �'a,�"vmmu.rren,�
'�� aae�iuwmn emv wmwTaaeN.eY
wu%cnn«riav�iP°"w, woTsw°xa .ec
o..mNma� m aawmra�
u.w�m,vaumauc
�eoNuaa.,rvdm
RECEIVED
DCM WILMINGTON, NC
JUN 092015
CAMA Major PernA Application Dace: "non,
s Rav6ion Dak:
Grand View Community Madna
'summer Rest Road, Wilmington, NC 5ca1a' T. =100, 02.1 o !
Existing Conditions Dm"T� W ,tc �� 2.f9

-Shaded structures are proposed.
Legend \q
�MHW
(A085wvny)
MHWand MLW ---------
(perpoed)
Normal High Water —�—�^—
(MG torzota)
Watenyard Edge Marsh
(mawadrmroaadaq .
Creek Channel Line
Riparian Corridor Limit — — — —
Riparian Corridor Setback -------
Buried Sewer Line
NCDOT ROW — — —
(disputed)
3 � �
I vJO}i �
4
,4°oy
rti�H��J Ja
IANa NANAGFMEMI9NOt RFbPONS@IEFORILGiNQORl1�LOPAiUNCf.
mvn¢s. urc�nwr¢ssRovm wNrxa PLW RnveaePaeawwFoorravo
yran¢uuaarmrovrFnuRsme+mvuvvoses mvr. notxe
a¢PmaovmoFina mw¢uPPuvrru+omawxmuream wxrKr
moP¢sroNv. ummwGmmwNPurr.
TNa d2winp 6 emmpliagon ofvadoua surveys eM a nota
aeakd emW, .1y. N tt
Fm CMIA pemtigNg only. Nollor mnabwgon.
C
gv RECEIVED
DCM WILMINGTON, INC
JUN 0 S B15

a
1 ♦♦ ��� 'roFp�efC\
G
77.77
= w
1
1
a
I
)A
1
,u
s
0
Prop sed F�muatlan I
Total=elgry
Spot DapNS RelaMa tp
A NGVG29. tAWls-1.50
below NGJp29.
Conloun ftela4ve to MLW.
q � �
N ,14 ti' ON
O S h
a�mrt�E�s�,mE.rrimaewa orveleirrsa I. eEuirewmrn�.
VNiT£¢M'OIAEMRGENENLREfEREXCE%MtlEE9tlY.T. am.
flESPoNS®AMmMCOYdmWPFLGNEAV WRmMMG100.1emtR/LT
•PR6EW IGNKeN1IYLLGimC INm.WY.
Thh drawing la a compilation ofvarious surveys and Is nota
aealatlsurveyorcdrawing.
FarCN4A parmlLLing any.rdy. Ndtrmnshudion.
9 0"
0 (S R BAR
Legend
MHW
(3We survey)
MHW and MLW
(wrwed)
Normal High Water —r—A—
(LMG 1=14)
Waterstard Edge Marsh
(mapped fm n mrlal)
CreekChannel Line —.....— —
Riparian Corridor Limit — — — —
Riparian CorddorSelback— — — — — — —
Buried Sewer Dne G e
Proposed Dredging
(-4' MLW final) DCM WILMINGTON, NO
NCDOT ROW JUN 0 9 2015
(disputed) n 15 sa so

a
F,
Ery
m
p15
H§M;
Z
. -- E%CAVATIONTO-4.o
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o
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o
nT
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W
ti 00
GG
19.40' N
p
U.04 N
v
Q R E
g
e
C Z
U rryv��
5
O
0 0 fD
N
O.
W
PAOPOSR
DREDGE
— — Exiyz�. BO m
H
b
APPROE0 -
FO1UR85L0Y8
APPAO�'IE
PUPORS SLOPE
BRLSfINc sorrow
O
COVER
COVER
PROPOSED,
I
DRPDCB
SxIS'P'O:G
}-Wb�nM�
�
COVER
_
9Y
8K13PW0 1
-5
_10
vamx�m
-0+20 0+00 0+20
-0+20 0+00 0+20
I € g
OEM
roimxsuudM1i
NOTE >) CONfF"CIURiO PHYSLCA1LYVtUt@YORYfH OFNLUTILTRB9
PMORPfICONSPRMON. BNGIN6RRNBe NOnPIFDOAANYCONFLICIS
PRIORlO CONS]IWCPION.
N=: U WNPR =RWFHYSIC YVERIPYDEMOFNLIJI'fl.[l]6
PMOATOCONSPRUCRON. ENOIN88AT0 B8NOrIPHIDOFANYCONkllCIS
PR[ORTO CONSTRUCTION. �
RECEI
Egj�R$
g,,
rylo1N68611fu
DRN: 511E:
AT BAILEY DOCKS
PROFILE 2-2 AT BAILEY DOCKS 0CM wILMING
R
PROFILE 1-i
L^=5'
xoRT. I•=51
JUN 092
i
VERT. I"=5'
VRT..
VERT. L"=$'
w. uenBEz

ttF(1'Pl1 Ch:9OLIYA
NEW HANOYIr11 COOTY
:,id1'9 t'tEt�tP;aTi"/ Cld�hi'in'_SR311
VJi!rii��eioe,ld. C.
(311
T4'<tti AtA?2Ei CU�I'PAP1Y,
Petitionar,
V.
STATE IUMPAY cokbjjssj:cN,
itaaponlont.
IN THE SUMMIC1t MART
Jl7ilCtHM
D a 660 - 341
This notice coming on to be heard and being heard- before the Honorable
Postor Edwards, Clerk of the 0„parior Court O XON HanoverCounty, Morth
Carolina, and it mppoorins to the court from an examination of the record
in this Proceeding and from other evidonae prooented and cohaiderodr
That this proceeding wan duly instituted on April 17, 1959, by too
filing of d petition and tha'issuance of a ath!monal that summonawb.n served
on respondent on April i'l, 1959, that anasia
tLp'wam filed by respondent in apt
•he, that all portion hawing or claiming do Interest in the lands dnvolvakl
in thin cause are portion to the raboeeding and are duly before the court,
that n co,iy of a mnp chewing thelocationand boundary lihoo of the property
affected by the Irark of'aonstruotin.,a now road from a point appraximatoly
500 feetsouthanst of the intorboation of U.J. 74 and U.3. 76, thence across
the Tallied tvAUrvay, honks Channel 9dund., to. a point At the contor lino or
:forth Lumies Avenue, Wrightaville Bosch was done under Htote lilllnway
i'rejacts 9:13533j'1l-13535 and 0.13536, \'mr-sfanovor Crniatytt and shoeiing
superimposed thereon th® right of way for.aaid�xosd and the ri ht at Way
scquired for the oonatniction of said projects, ban be filed in this
prooesdinel
That the -'hate tliyhway Cor,.misaion is an &,;envy of the State of Piorth
Carolina., authorised to Icasto, roloosto, construct sad maintain a MUM
of public hi,1p,gyaj that it has the power .of eminent domain far the purpose
of acquiring property, property riahto*p rights _of way sand-oaemnants in,
and for all purposes over, upon Anti poseaeros landil including lands Of petitioners, for public Line
s far tutq.ah the 3tat6 Mitivay Commission, its succaosora slid ausigns, are authorised 1y low to oubjoct the sacen, Chet the, titicna are and were' at the time of thetaking'hereilnaftbr referred to thi:oOr
e orrara
of the lands described'in tho'petition and sh.onn on the map filed herein:
that the-ontats or interact acquired by the respondant for public Liao in
'said lands in ac aaaomont of right 01' way &croonsaid property as doocribod.
and net out in the pleadings herein find shown on the nap, that the'time of
taking at said easement by respondent ties priar to April 17, 1.959,
That nau potitlonars and roapoAdent have reached an agroament Iahcroby
respondent hall agreed to pay and petitioners`1470 agreed to accept the auaa Of TWI;PITX-NItlrl THU'dSANtS t"IVF HUt>tlttt?:D DOLLARS 4291566.00) as just compen
MUM-.+ UM for the taking of the casement of .right at''way�acroos slid lnedo aiei•
for All damagoo sauced bytho construction M said prsjeatel P.
THFdiL'PCffIN, 1'f IS t11UtiPtt;O, AUJUIKt Ell Alin DprariZ,
1- That trio respondent, State 4linhway Commisaion, was entitled to
acquire and did acquire prior to April 17s 1959,;by oblineat domain, the
aassmant of right of way lap over, upon.nnd across,yhe'l&adf$ of the '
petitinnarsfor all pirpocco for which thb :aid,0oi�is@inn, its nitccoeoors-
and 400igne,..ara.Authorived by law to suhjaot"the aamep.that tbo description
Of said treat or pA2'06.1 Of all fellowor lint aver:. nhioh. said aas4nent 'ran acgi; resi' ds

4-
That certain treat or parcel of land situate in the Township of
Harnotto Oounty of ,tow Hanover, North Carolina, and more parti-
oularly d000ribed by motes and bnWYds as .fall0nat
Hf.07 NIN.0 in the middle, of the track of the Tide tsater
Power Cocptny'a RUctrio Railroad one thousand two hundred
and ninety -nano (1$299) feet'baDt of•the.meat6rn shore of
Banks Chantivl, or four thousand. We hundred and .fifty-five
(4,255) feat eastward or a atone monutsnt.locatod noar
bhightsvilla titution, it boing the western line of Stet®
Grant Na.'21M5't isnund to domed 5mithi flovember 22nd, 1414,
and ruhnine ".hands with %he *oatorn line of the aforesaid
grant and with the woatern line of Grant No. 1124, issuod
to dammn Sodth, Deoembor 11.th, 1016.
1. North 42 degrees 25 minutes east two thousand nine
hundred and forty-two (2,942) font tn.a eteko, it being
the fourth corner of'the last mentioned :auto Grant to
dames Bmit'h; .
2. Thence with the third lino of the said State Grant
south h7 degrees 35 minutes cunt four hundred and novanty-
seven (477) foot to the wostornredge of hhank'a Channel;
3. Theme with tho vast shore of Bank's Channel north
n dorreao 56 minutes cent five hundred And fifteen (515) rest
to the bonthern share of f ocro'e 1nlot:Charnal;
_._ 4. Thence with Morals Tnlet.rhenndl north 60 degroen 20
minutes want two hundred and twontr-thrao (223) tamp
5. Borth 35 degroos.45 minutes weat-seven hundred And
thirty (730)'feet;
6. :north 39 dogr000 30 minutes west two hundred and
sixty -novae (267) Poet;
7- North 35 degrees vast one thousand ono hundred And
forty (1,140) Peaty
if. Borth 6 degrees west one hundred and oirhteon (11t)
feet;
9. :North 49 degrees went three hundred and forty-two
(3h2) feet;
10. North 77 dograns 50 minutes Nast three. hundred and
fifty-four (354) festj
11. ;north 4f; degrees ho minutes Rost five hundred and
Party-eiplit (50) foot;
12. South Q1 degroen 35 minutes went six hundred and
f1ft7.(65o) foatp
13. ;south A aegreae 20, minutes most one hunirod and
seventy (170) feet to the line,,6rr the proponad inlu%d
waterway as survoyad by the, Corps of ItneneurIa of the
United Otatou Arng6;
14.,' Thence with the lino, of said inland waterway survey
south41 domes 10 minutes west tho thousand six htndrad
end sixty-neven (2,667),fe;ot'-to the northern :Line of Stoic
Grant No. 1168, Jointed to John H. Looden, @;qy 12th, 1617;

-3-
15. Thanoo with the northern line of the aforesaid
Lrant north &t degreoo 40 minutes that ono thousand (1,000)
fact to the 'shore of the mainlands
16. Thenoo with the various coeraes of the shore of
the mainland, the Cenoral hoaringf{ bein); South 42 degiroon
Vent six thousand five hundred (6,500).fast to the -confer
of the channel, of DrAdloyie Croak,where the said creek
empties into tllo Sound, it being the baninning oorner of
the aforesaid State grant to John R. London;
P. Tkwnco .with trio southern line of tta aforesaid
State grant South'04 degrees 116 minutes Feat one thousand
eight hundred (1,8ca) fret to a ntako .in the lino of the
Aforesaid survey of the proposed inland aatorua+y)
1A. Thence with said liue south 33 degrees 15 minutes
want atw.thoasand five hundred nod nixty-fi.va (1,565) feet
to a .lino ,projected south 68 degrees 30 minutes coat from
the north odge of Pigfish 3.ana) on Oreenvi'llo Sound;
19. Thoneo soutti 66 degrees 30 minutea east seven
hundred and fifty (75o) foot to the center of a channel;
20,. Thenca with said channel south 19 degrees 30
Miamian nest'five hundred (400) feat)
21. ;Thancg south 7.7 degreo6 20 minutes east thrao
hundred and tuanty-five (32e) toot)
22, Shouce south 54 deeroas 10 minutoo east one
hundred and thirteen (113) foot;
23- Thonse south 9 dogroes 20 Yninutaa want three
hundrod and forty-nine (349) Post;
24. Thence south 33 deC(:roos 55 minutes went one
thousand and thirty (1030) feet)
25. Thanoc south 43 dogroon 30 minutes wait three
hundred' end uOvonty-five (375) feat;
26. Thenco south 47 dogroas 35 minetda want. oi, it kiri ulrod
and oight (GOE) feet;
27. Thence south 75 dogreec 25 minutoo weat four hundred
and, ninety-two (492) feet;
23. lhonoo south 42 degroin';uut four hundred and nihaty
(49o) foot;
29. T'hmnoe south 20 dnM,esn 30 minutes waat three
hundred and Sixty-aevon (367) fact;
i
30: Thonee nouth, 13 do)rrebs wout seven hundred and
ninety (790) fact;
.31, !Th age, south 7 degrees 40 minutoo irost six hundred
and aixty '(66o) foat;
32. ;nanaa south 59 itsGrsos 50 WiWtve went two hundrod
and forty-four (244) feet)

-4-
33. Thonle south P. do1!reos wont two hundred and
twenty--fiva (225) foot;
A.' Thence south 83 dogreco u.:. h5orilnuteo aest
two hundred and eiehty-tuo (?82) root;
35. Thence south 33 dogroso want three hundred and
ton.(310) reef,! - -
36. Thonoe south 68 dogro"s 30 minutos vest two
hundrml.and. ninety-nina (299) foati
37. Thence north 1;2 &Rroos weot ninety-three (93)
font to a stonox c, oornor or'Honry Mover and the Tide
Water power corpan7;
30. Thence with tha linos of the `Fide Water power
O,,anpony south 54 degrees wnot three hunirad and forty,_
five (345) foot;
39. South. 36 degrees 10 minutota wont four hundred and
forty-f.wm (4hha) foot;
L0. South 81 degrees 55 ninutao went four hundred (hCD).
foot to 4 atone;
U. Goath 69 dagrooa 15 minutus veat'aine hundred Paid
sixty-five (96$) foot;
42. South 82 degreos 15 minutes wost five hundred and
thirty-oit{nb (538) feet;.
43. 'Vcrth 1 degroo 50 ml.nutoo'woat fivs handrsd And
o=aven foot (507);
10t. '?girth ale d=ipreca h5 ninutao seat four iutnlred end
= (406) foot to a stono;
h,. lhenee south 7 dogroea went one thaomand two
hundred arA sovonty-throe (1,273) feat to the bogioning
oornor oi' State Grant No. 1533, issued to John,A. 1,111irgtoay
$lPVQPbo0 1hth, 1836;
h6. Theme, with tan firob 1SnQ of oaid Brant south W
dorrece 40 toinuten Oast five thousand nine hundred and
aavontr (5t970) feet to the western ahore of Moonbore
Channel!
0. Thence north 1.7 degrees 5 ainutun east eight hundred
and twenty-four (821a) toot to a point in the vast odt;a of
Shinn Creek;
111?. Tho:ico 'acrosa Flhinn Crcel, north 66 decrees 10 minutes
east six hundred and night -six (68(,) footto a point irithe
etas tarn 6dya of Votlonboro Ghanhn.11
U. ahonce with the hest edge of Naconboro Cnatanel north
6h clogmes 55 minutes east one thoucarrd and thirty -nix (1r036)
font.,;
50. north L5 degrees 10 minutao east oix hundred and
ninoty (690) fast to a ;point where the northern branch of
Shinn Crook adjoins Haaonboro Channel;
51. Theme comes the northern branuh of Shinn Crook
north 21 deproes cost one thousand and twenty-two (1tt022
feet to a point in the western odge of Dankas Channel;

52. Thenec witiwautern edge of Bankru MIRTM101
narth.0 de'groes.hotes yvost five hundred and saventY-
tvo (572) foatj
53. r"forth 111 110655 ialnutoa ©nut one thousand
four hundred cad jiucivo (1P)d95) focti
5);. (forth 94.degr,nat nix huru.rod :u:d fifty
(650) Peet;
55. ';arth 62 dedroo minutes uout coven hundred
ail t:todty-oiUht (72g)tj
56. Nurth h5 dOM'.00; minuten east mix hundred and
tvolVe (612) feetl
57. North 46 degrueanrnutes east seven hhndred and
twont."OlOt (72a) foot;
5n. North 48 degrees 'rainutos east five hundred and
forty.(540) toot;
59. 170rth 26 jorreou el wino imrrdred and fifty-fivo
(955) foot;
0. North 10 dorraeo 54lnutaa enot four hundred and
thirty-eir..(436) feat;
61• Borth 17 dsgre
fast] as wontrour hundred and twenty (420).
82. north 55 degrade 55 a;utes west four bandred and
thirty -sown (h37) feet to a ,rtnt .1n tho south, edro of
OrnnZerrs rtkaunaaj
63. Theme "rose CrAugortaMunuelnorth 39 dog{sreds
3tj minutes ete�t raven hundred ad;iwsnCy+aevau (727) feet
to a taoirit in tiro north adge of tail ciunnalf
64. Tgonce eti.tlr the north edlro.af (rnnRatro Channel
north S6 dogruaa resat two hundred and. nutty -two (292) footl
65. North 53 degrees, lie minutnu west ono hundred and
thtrtp-two (13P) fostj
66. Horth 5L tiarresa 50 miautns.west 'three hiuArrrl and
ten (310) Poet;
67. i.'orth 59 dorreoa 10 xatuutoa Lout three hundred and
u1RtY-ttxao (Y)3) feat to the teginaing corner of 3tato
0met No: 1145, Satuod to Jnm*s Smith, tdovoi1eor 22M, 1814,
08. Thokiae with the rtaatsi`a lino of paid great north 42
doZroeo 25 minutaa eaut one thousand WA hundred and seventy
Webt (1,678) fast to the befinuing.
Oontainina, One thousand night hundred aids aitioty (1,090)
aarou, morn or loan, ae will more gully appear by reference
to n survey made by J. T,. 5ootoa Fund >rlb ilorden, Uivil
Naginoers dated' Bovembor, 1923, as oxtIonded by 440 Nordon,
Jtwamp 1a2%i: 'xir rmp of said survey it Attaohod to and =do a
Part eP the dead freaa P. A. flatthes and wito to Jhore.ores
Gomea:n ,maordod in Book 155r pate 322 in the office of the
Rceivter of aeedw of how Hanover bounty.

-e-
Beinf; the same Property eonvoycd to tihora Acres Company
by F. A. Katthou and wife, Tcina 0. Matthea,.by dead dated
June 20, 19211, and received August 5, 1924, in Book 155,
page 322 at seq. in the Now Banover County Hst;istry.
Gxcoptingi 1101mer, from said tract all lots, percale and
tracts of land convoyed by Shore Acres Company by deeds or
Other instruments recorded it) the Nou lfanover County Aogistry.
That the easumant of riyht,of way acquired over said landa is shown shaded
in rod an -the amp filed in this proceeding, and is described an 1'ollo,rst
That onsemant of right of vay sufficient to give the aforesaid
projects as constructed across the above -do ocribed property a
parallel right-nf-vay bearing in width of 200 foot, reasurod
100 feet on each aide or the center line thereof to 250 foot,
measured 100 fact to the South and 150 fact to the North of
said canter .line, all no nppears shaded in red on the map filed
In this proceeding and as doncribed thereon and as Ladieated by
concrete markers on the ground.
2. That the sum of TWkNT'{-,yltic TtfUU.gMID Fr/H BUfMjlg DOLI:P.N.9
(029,500.00) is the full, rnir and adequate value of and repreoante jitot
compensation for the taking of the asnement of right of way in; over, upon
andacross the Iced') of the potitionarn for the past and fatura use thereof
by the respondent, its Buccaneers and assigns, for all purposes for which
the said respondent, its auoosasore-and aeeigns, are authorized by lam+ to
subject the came and for all damagon oausad by the construction of said
projaots.
3. "lint the Stato Highway 80mmisaion, respondent horoin, pay into
court the Dian of TW?r1TY-11SM11i THO1)sAyTj V11% 111410Hwp. 00E.7:AHS 029,500.00) in
full eom;tonsation for the easement of right of toy across said property and
for all damages caused by the oanstruction of said projects.
It. That a copy of thin judgment be certified under the seal of the
Cnurt to the Register- of­Dcade of Uow Hanover County and be by him recorded
upon, the land records of said ecunty
5. That .the respondent pay the costs of this action.
This the .[ day of �,,y/y1`960.
zz"Ck2 fi'.:r
APIROPF21 ATO CMSZR1TF7 TOt
Eli(kl5 ACHE5 COiiiA?7$ 11ALrOLM % RAWELL
> Attorney Coneral
9
�fIUP1Eu
ganimth l'coten Jr.
Aseistont Attorney OonacA,i�-
1
Harrison inwis
Trio A-'T tbornoy
Al 111laf .F }ng 1k:iif

DIVISION OF COASTAL MANAGEMENT
APPLICATION TRANSMITTAL AND PROCESSING RECORD
1) APPLICANT: Bailey & Associates, Inc. clo Chris Bailey COUNTY: New Hanover
PROJECT NAME: Grand View Community Marina Expansion
LOCATION OF PROJECT: 202 Summer Rest Rd, adjacent to Molts Channel and the AIWW, in Wilmington
DATE APPLICATION RECEIVED COMPLETE BY FIELD: 6-9-15
FIELD RECOMMENDATION: Attached: NO
CONSISTENCY DETERMINATION: Attached: n/a
FIELD REPRESENTATIVE: Mairs
DISTRICT MANAGER REVIEW:
B) DATE RECEIVED BY MAJOR PERMITS UNIT:
PUBLIC NOTICE REC'D: 6-27-15
ADJ. RIP. PROP NOTICES REC'D:
APPLICATION ASSIGNED TO:
C) 75 DAY DEADLINE: Vga- 1 S
MAIL OUT DATE: 6-25-15
FEDERAL DUE DATE:
To Be Forwarded: n/a
To Be Forwarded: n/a
DISTRICT OFFICE: WILMINGTON
FEE REC'D: $400
END OF NOTICE DATE: 7-18-15
DEED RECD:
ON:
150 DAY DEADLINE:
STATE DUE DATE: 7-18-15
FED COMMENTS REC'D:
PERMIT FINAL ACTION: ISSUE DENY DRAFT
AGENCY
DATE
COMMENTS
RETURNED
OBJECTIONS:
YES NO
NOTES
Coastal Management - Regional Representative
Coastal Management - LUP Consistency
Division of Community Assistance
Land Quality Section (DEMLR)
Division of Water Resources (401)
Storm Water Management (DEMLR)
State Property Office
Division of Archives & History
Division of Environmental Health
Division of Highways
Wildlife Resources Commission
RECE;VCD
Local Permit Office
JIJN
Division of Marine Fisheries / DCM
Corps of Engineers

MAJOR PERMIT FEE SCHEDULE
Bailey & Associates / $400 / New Hanover County
DCM %
DWQ %
Development Ta
Fee
14300160143510009316256253
2430016024351000952341
I. Private, non-commercial development that does
not involve the filling or excavation of any
wetlands or open water areas:
$250
100%
$250
0%
$0
II. Public or commercial development that does
not involve the filling or excavation of any
wetlands or open water areas:
S400
100%
$400
0%
$0
III. For development that involves the filling
and/or excavation of up to 1 acre of wetlands
and/or open water areas, determine if A,B, C,
r D below applies:
III(A). Private, non-commercial development, if
General Water Quality Certification No. 3490
See attached can be applied:
5250
100%
$250
0%
$0
III(B). Public or commercial development, if
General Water Quality Certification No. 3490
See attached can be applied:
$400
100%
$400
0%
$0
III(C). If General Water Quality Certification No.
90 (see attached) could be applied, but DCM
staff determined that additional review and written
DWQ concurrence is needed because of
concerns related to water quality or aquatic life:
$400
60%
$240
40%
$160
III(D). If General Water Quality Certification No.
90 see attached cannot be applied:
$400
60%
$240
40%
$160
IV. Development that involves the filling and/or
excavation of more than one acre of wetlands
land/or open water areas:
$475
60%
$285
40%
$190

DENR CAMA Daily Check Log for WIRO
Date
Received
Deposi
led Check From (Name)
Name of Permit Holder
Vandor
Check
Number
Check
amount
Perl NumbeNComments
Refund'Reallocated
5/28/2015 5/2a/15
Beverly M. Naylor
Larry Naylor
INC State Employees' Credit Unic
First Bank _5200.00
BB &T
2073'.
$100.00
minorfee, SC 15-14, OnCo.
5/28/2015 6/1/15
5/28/2015 6/1/15
5/29/2015 6/1/15
5/29/2015- 6/1/15
Carolina Marine Dredging Inc
IRicky HanrnG_ c
GP 64852D
$100.00 � minor fee, NTB 15-16, PnCA
Larry Rice Construction
_'
Ricciardi
2243
Forest by the Sea HOA Inc _
Mark Armstrong - _ _
Allied Marine Contractors, LLC
same
B of A _ __ _
WNIs Fargo Bank -
1 D676
5100.00 renewal fee, MP IW-02
_ _
same
1070
$100.00 renewal fee, MP 53-11
5/29/2015 6/1/15
EPC Holdings 846 LLC
B of A
2006
$406,00 GP 65149D Q$200
5/29/2015
Thad N. andM Cable
_ _6/1115
5/29/2015
.Erin
611115 Seller Home Builders
6/1/2015
6/3/15' Waters Edge HOA, Inc.
6/1/2615
6/3/15 Northern Riverfront Marina an
6/1/2015
613/15 City of Wilmington
6/1/2_015
6/5/15. High Tides II Inc
_
6/2/2015
6/3/15 Inlet Watch Yacht Club, loc
602015
Allied Marine Contractors, LL
6/3/2015
6/3/15 Alton L. and Sherry D. Jenkins
6/3/2015
6/3115 Alton L. and Sherry D. Jenkins
6/3/2015
Charles F. Riggs &Associate
6/4/2015
5/5/15 James W. and Donna M._Jon
6/4/2015_
615/15 Pullen Place Townhouses Co
6/4/201 o
6/5/15. Coastal Marine Piers Bulk
6/ Ml 5Tr
6/5/15 Ovedleck Marine Construction
_
6/4/2615
6/9/15 Beam & Associates
6/5/2015
6/9/15 West P. Hunter, Jr.
6/5/2015
6/9/15 TI Coastal Services, Inc
5/8/2015 _
6/9/15 SEPI Engineering and Constn
m
� fm
a'ii _
James McGhee_ GP 63278D Q$200
_ same _ _ NC State Employees' Credtt_Unio 2937 $200.00 GP 63279D
_Neil and _Heather S_ente_r - _ Wells Fargo Bank _ 1471 $20064 .00 GP 632D
same_ Park Sterling Bank _ _ 1538 $400.00 major fee, Hampstead, PnCo
d Hotel, LLLP City Marina of Wilmington, LLC _ PNC Bank 3857 _ $100.00 _mod fee, MP 44-07
same _ IBofA _ _ 6 $100.00 renew alfee, MP 10-12
Johnny and Susan Sides BofA - 1903 $100.00 minor fee,N80sprey, NTB Ons.00
same BB &T 15636 $100.00 renewal fee, MP 12-06
C Kevin Finger B of A 2036 $200.00 returned to contractor per Jason Dail
same B of A 1395 $200.00' GP 64661 D @$600
same B of A 1396 S400.00''see above entry
s Inc Richard and Linda Baker First Citizens Bank 14048 $250.00 major mod fee, MP 84-13 returned per Jason
es same IPNC Bank 1911 $200.00 GP 64654D
ndominium . same/Keny Avert _ _ First Bank 1220, $200.00 transfer&renewall, MP 56-09
LLC _ William Creasy _ _ _ I Wells Fargo Ba_ nk 20242 $400 00_GP 64665D @$200
_ Gasser _ _ _ _ _ GP 64666D @$200 _
Inc. John Kane SunTrust —4468 $200.00 GP 64660D —
Sea MistCamping Resort, Inc. IBB &T Z 4824 $150.00 addl. $150 for major nod fee, 162-09
Bailey and Associates _ First Bank
Steve Lilly PNC Bank

NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
Donald R. van der Vaart
Secretary
June 25, 2015
[e-mail]
2 Pages
Star News
Legal Advertisement Section
Post Office Box 840
Wilmington, North Carolina 28402
Re: Bailey & Associates Major Public Notice
Kyle & Heather: Please publish the attached Notice in the Saturday, June 27, 2015 issue.
The State Office of Budget & Management requires an original Affidavit of Publication prior to
payment for newspaper advertising.
Please send the original affidavit and invoice for payment to Shaun Simpson at the NC Divison of Coastal
Management, 127 Cardinal Drive Extension, Wilmington, NC 28405, 910-796-7226. Paying by Credit Card
(number on file with Elsa Lawrence, Ref acct # 796-7215). Please send a copy of the credit card receipt to me.
Thank you for your assistance in this matter. If you should have any questions, please contact me at our
Wilmington office.
Sincerely,
S un K. Simpson
Permit & Customer Support
Division of Coastal Management
cc: WiRO
Doug Huggett, MHC DCM
Tyler Crumbley, USACE
Chris O'Keefe, Director, Planning & Inspections Dept. 230 Government Center Drive, #110, 28403
Kathryn Thurston, Zoning Administer, City of Wilmington, PO Box 1810, 28402-1050
Michele Walker- DCM
N. C. Division of Coastal Management
127 Cardinal Drive Ext., Wilmington, NC 28405
Phone: [phone] FAX: [phone] Internet: www.ncooastalmanagement.net
RECEIVED
JUN 2 91ol5
":,...,,,,- .,1
An Equal Opportunity 1 Affirmative Action Employer

NOTICE OF FILING OF
APPLICATION FOR CAMA MAJOR
DEVELOPMENT PERMIT
The Department of Environment and Natural Resources hereby gives public notice as required by NCGS
113A-119(b) that the following application was submitted for a development permit in an Area of
Environmental Concern as designated under the CAMA. According to said application, On June 9, 2015,
Bailey & Associates, Inc. clo Chris Bailey proposed to expand an existing docking facility to accommodate 17
vessels for the Grand View Community Marina at 202 Summer Rest Rd, adjacent to Motts Creek and the
AIWW, in Wilmington, New Hanover County. A copy of the application may be examined or copied at the
office of Robb Mairs, N.C. Dept. of Environment & Natural Resources, Div. of Coastal Management, 127
Cardinal Drive Ext., Wilmington, North Carolina 28405, (910-796-7423) during normal business hours.
Comments mailed to Braxton C. Davis, Director, Division of Coastal Management, 400 Commerce
Avenue, Morehead City, NC 28557-3421, prior to July 18, 2015 will be considered in making the permit
decision. Later comments will be accepted and considered up to the time of permit decision. Project
modification may occur based on review and comment by the public and state and federal agencies. Notice of
the permit decision in these matters will be provided upon written request.
RECE VVED
JUN 2 9 2015
"0' -iwm1 s ,�

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME: Bailey and Associates, Inc. c/o Chris Bailey
PROJECT NAME: Grand View Community Marina
2. LOCATION OF PROJECT SITE: 202 Summer Rest Road, adjacent to Motts Creek, and the Atlantic Intracoastal
Waterway, Greenville Sound, in Wilmington, New Hanover County.
Photo Index - 2006: 22-7424, I-J, 10 2000: 22-273, I-J, 10 1995: 22-255, J, 8
State Plane Coordinates - X: 2358428 Y: 173148
Latitude:34°13'11.47562"N Longitude:77°48'51.900003"W
3. INVESTIGATION TYPE: CAMA and D & F ROVER FILE # - 0-120614B
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit — 6/16/2015
Applicant Present — No
5. PROCESSING PROCEDURE: Application Received — 6/9/2015 (completed)
6. SITE DESCRIPTION:
7.
8.
Office — Wilmington
(A) Local Land Use Plan — Wilmington/New Hanover County
Land Classification From LUP - Resource Protection (Upland), Conservation (Open Water)
(B) AEC(s) Involved: CW, PT, EW, ES
(C) Water Dependent: Yes
(D) Intended Use: Private Community
(E) Wastewater Treatment: Existing — Sewer Force Main (NEI)
Planned — N/A
(F) Type of Structures: Existing — Timber bulkhead, irrigation well, access pier, floating dock, remnant piling
Planned — Additional access pier, gazebos, floating docks, mooring pilings and
excavation of boat basin for up to 17 vessels.
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
HABITAT DESCRIPTION: [AREA]
DREDGED FAD QTHER
(A) Vegetated Wetlands (Coastal Wetlands)
(Shaded)
678 sq. ft.
(B) Non -Vegetated Wetlands
6,732 sq. ft.
incorporated
(Open water
2,934 . ft.
(C) Other (Highground) Disposal Site
—56,628 sq. ft.
(D) Total Area Disturbed: 66,972 sq. ft. (-1.5 acres)
(E) Primary Nursery Area: No
(F) Water Classification: "SB" Wrightsville Recreational Area Open: No
PROJECT SUMMARY: The applicant proposes to expand an existing docking facility adjacent to Motts Creek and
the Atlantic Intracoastal Waterway (AIWW) to accommodate 17 vessels.
RECEIVED
JUN 2 9 2015

Bailey and Associates c/o Christopher Bailey -Grand View Community Marina
Page 2
9. PROJECT DESCRIPTION:
The project site is located at 202 Summer Rest Road (NCSR 1417), across from the old "Babies Hospital" location,
adjacent to Motts Creek, and the Atlantic Intracoastal Waterway (AIWW), Greenville Sound, Wilmington, in New
Hanover County. To locate the site from the Wilmington Regional Office (WiRO) take US Hwy 74/76 towards
Wrightsville Beach just before crossing the drawbridge to Wrightsville Beach. The property is approximately 150 feet
north of the US Highway 74/76 drawbridge to Wrightsville Beach and is directly across the AIWW from the NC
Wildlife Resources Commission (NCWRC) public boat ramp at Wrightsville Beach, approximately 6501east. To locate
the property from Military Cut -Off Road (NC Highway17), turn onto Eastwood Road towards Wrightsville Beach.
Travel east approximately 1 mile and the property of interest would be located on the left just before the drawbridge to
Wrightsville Beach.
The project site is bordered to the north by Motts Creek which functions as the connection to a tidal pond/embayment
on the west side of Summer Rest Road adjacent to the old "Babies Hospital", which an existing box culvert bridges this
connection for the street. The applicant currently maintains the old "Babies Hospital" property located at 7205
Wrightsville Ave. and is currently in the process of constructing the new Grand View mixed use development to
include I I I residential units through State Permit No. 87-07.
The application states that project site is approximately 6,000 sq. ft. (0.137) acres with approximately 558 feet of
shoreline frontage and averages 5' above normal high water (NHW). The property is peculiar with the majority of the
shoreline of the property bordering Motts Creek. There are existing community and private docking facilities with
associated boat basins to the north of the property along Summer Rest Road (State permits No. 174-00, No.165-90 &
No. 241-89). These facilities connect directly to the AIWW via an access channel at the mouth of Motts Creek. The
boat basins for these docking facilities along with the access channel have been excavated periodically through the
years to maintain adequate water depths. The adjacent docking facility to the north was authorized a boat basin and
access channel to the AIWW through State Permit No. 174-00, which was issued to the previous property owner (B.
Smith). The final project depth of the authorized access channel is -6.0' at MLW.
The marsh area, between the highground along Summer Rest Road, Motts Creek to the north, and the boat basins to
the north, consists of smooth cordgrass (Spartina alterniflora), ranging from 40 to 120 feet in width. At the transition
to highground, there is high coastal marsh vegetation, intermixed with spike grass (Distichlis spicata), sea oxeye
(Borrichia frutescens), sea lavender (Limonium, spp.), saltwort (Salicornia, spp.), and salt meadow grass (Spartina
patens). Shrubs including; marsh -elder (Iva frutescens), grounsel-bush (Baccharus halimifolia), and wax myrtle
(Myrica cerifera) complete the transition to the highground.
There is an existing timber bulkhead along the western portion of the property that stabilizes the highground area
adjacent to Summer Rest Road that was authorized under CAMA General Permit No. 51962. Waterward of the timber
bulkhead is an access pier that extends towards the AIWW, which runs parallel to Motts Creek towards the AIWW.
The access pier terminates onto a floating dock via an access ramp that runs parallel to the AIWW. Waterward of the
existing floating dock, approximately 40' south are remnant pilings from an abandoned pier and approximately 85'
waterward of the existing floating dock on the western side is the timber fender system for the AIWW under the
Wrightsville Beach drawbridge. This facility was authorized through State Permit No. 84-01. There is an existing
wastewater line easement, which is known as the Northeast Interceptor (NEI), which crosses property. The Town of
Wrightsville Beach obtained State Permit No.106-78 for the approximately 800 linear foot 14" subaqueous line on July
10, 1978 that is located on the north side of the drawbridge to the Town of Wrightsville Beach. Wastewater is collected
and pumped under the AIWW through segment #1 of the NEI to the Cape Fear Public Utility Authority (CFPUA)
pump station and ultimately to the CFPUA's Southside Wastewater Treatment Plant. There is also telephone lines that
were located on the referenced revised drawings dated 06/26/2001 in State Permit No. 84-01 application.
RECEIVED
JUN 2 9 Yob
d^WI'IWrIN L'I{Y

Bailey and Associates c/o Christopher Bailey- Grand View Community Marina
Page 3
The existing docking facility was authorized for up to two (2) vessels through State Permit No. 84-01, which was
originally issued to CGRS Enterprises, LLC on 07/3/2001. The application for State Permit No. 84-01 depicted that an
approximate 50' section of the authorized access pier and the floating dock in the location of the NEI were designed to
be bolted for removal for required maintenance. The location of the access pier in relation to the NEI was addressed
under condition No. 7 of State Permit No. 84-01 and referenced revised drawings dated 06/26/2001. The existing
docking facility appears to meet the 80' setback from the USACE AIWW federal channel and the 150' Department of
Transportation (NCDOT) 150' right-of-way from the bridge (See Sheets 1 and 2 of 9 and Project Narrative).
Further, the referenced drawings for State Permit No. 84-01 indicate that the northern riparian corridor line was
referenced from the centerline of Motts Creek channel. State Permit No. 84-01 was transferred to Bailey and
Associates, Inc. on 05/04/2006 and last modified on 05/27/2008 for relocation ofthe authorized access pier to the south
to accommodate the authorized two vessels, and the construction of a 30' in length by 20' in width partially covered
platform to be constructed on the northern side of the relocated access pier. The platform location under this
modification was authorized just on the waterward side of the coastal wetlands boundary and on the southern side ofthe
existing NEI sewer line. The NEI was located in the field on 12/10/2007 by the acting agent at the time of the
modification request. The alignment of the NEI was depicted on the attached drawings for the modification request and
was taken from the survey, and construction of the existing access pier currently spans over the NEI. To date the
authorized partially covered platform has not been constructed. State Permit No. 84-01 expired on 12/31/2008,
however, State Permit No. 84-01 was subject to extension by the Session Law 2009406, as amended by Session Law
2010-177, the Permit Extension Act. State Permit No. 84-01 expired on 12/31/2012.
State Permit No. 13-86 was issued to Consolidated Ventures Corporation on 11/19/1986 for a docking facility at this
property, which authorized up to ten (10) slips, which included excavation for a boat basin. Permit Condition No. 9 of
State Permit No. 13-86 addressed the existing sewer line and reads: "The area over the 14 "force main shall not be
excavated unless the applicants can verify that the line will have 4' cover remaining." The proposed docking facility
ran parallel to Motts Creek and the traditional navigation to the AIWW from the private docking facilities to the
northwest along Summer Rest Road and to the 80' setback requirement from the AIWW channel. State Permit No.13-
86 expired on 12/31/1989 and the construction of this docking facility was abandoned. The only evidence of the
docking facility is the remnant pilings from an abandoned pier, aforementioned. Further, these existing pilings at this
location appear to be present in the review of historical NCDOT1989 aerial photography.
The New Hanover County and the City of Wilmington 2006 Land Use Plan Update classifies adjacent waters as
Conservation, and the adjacent high ground portion of the project area as Resource Protection. The waters ofthe Motts
Creek and Middle Sound are classified SB (Wrightsville Recreational Area) by the Division of Water Resources. They
are NOT designated as a Primary Nursery Area by the N.C. Division of Marine Fisheries and they are CLOSED to the
harvest of shellfish.
PROPOSED PROJECT:
The applicant proposes to expand an existing docking facility adjacent to Motts Creek and the Atlantic Intracoastal
Waterway (AIWW) to accommodate 17 vessels. The application states that the existing floating dock and a section of
the existing fixed access pier would be removed and also proposes excavation to maintain the depth necessary to
provide safe dockage for additional vessels. As stated, the application indicates that the NEI was located and surveyed
by the applicant; however, only approximately 110 linear feet was located. In addition, the application states that the
dredging limits would maintain an approximately 15' separation from the location of the NEI. An area approximately
160' in length by 90' in width would be mechanically excavated by bucket -to -barge method to a final project depth
from -4.0' at MLW. This would result in the removal of approximately 810 cubic yards of material, which would be
hauled to a privately owned spoil island located approximately 2 miles south of the project site at the confluence ofthe
AIWW and Motts Channel (US Army Corps of Engineers (USACE) Disposal Site No. 0248), which is privately
owned. RECEIVED
JUN 9, 9 20

Bailey and Associates c/o Christopher Bailey- Grand View Community Marina
Page 4
The application states that the material would be off loaded and placed outside the USACE Easement Boundary on the
eastern portion of the island. The proposed spoil site is commonly used as disposal site by local marine contractors.
A new angled section of access pier is proposed from the existing access pier and would extend towards the AIW W,
measuring approximately 20' in length by 6' in width and would extend towards the AIW W, just waterward of the
waterward edge of coastal wetlands. An access ramp would lead onto a new main floating dock, measuring
approximately 116' in length by 6' in width that would extend towards the AI W W, essentially in the same alignment as
the access pier. The main floating dock would terminate onto a floating dock, measuring approximately 60' in length
by 6' in width which would run parallel to the shoreline creating a "T-shaped" configuration. Four (4) floating finger
piers, each measuring approximately 23' in length by 3.5' in width would extend from this main floating dock towards
the south. Two (2) tie pilings would be located between the finger piers to accommodate slips #1 through #8. Three (3)
floating finger piers, each measuring approximately 30' in length by 3.5' in width would extend from the main floating
dock and towards Motts Creek. Two (2) tie pilings would be located between the finger piers to accommodate slips #9
through # 14.
A "floating deck", measuring approximately 16' in length by 16' in width would be located on the most landward end
of these floating finger piers, which the application states would be for kayak/wave runner launch area. A partially
covered platform would be located on the south side of the new access pier extension. Dimensions of the platform
would measures approximately 22' in length by 22' in width, and would mostly be over open water. The portion
elevated over existing coastal wetlands would be no greater than 6'. The application states this area of Motts Creek is
approximately 117' across to the edge of an existing oyster bar. The application states that the new marina would
accommodate up to 14 permanent slips and two (2) transient vessels on the waterward end of the "T-head"
configuration.
Located approximately 150' from Summer Rest Road an additional access pier, measuring approximately 73' in length
by 6' in width would extend over the coastal marsh from the northern side of the existing access pier into Motts Creek.
The pier would terminate onto a partially covered platform, measuring approximately 20' in length by 14' in width,
which the covered portion would be located over open water (See Sheets 1 through 9 of 9 and Project Narrative).
A scoping meeting for this project was held on 11/5/2014 at the Wilmington Regional Office (WiRO) with the
applicant and his agents along with various interested review agencies, which was followed by a pre -application
meeting with NCDCM on 3/26/2015.
10. ANTICIPATED IMPACTS:
The proposed marina docking facility construction would incorporate 2,934 sq. ft. of Estuarine Waters and Pubic Trust
Area, which includes an area currently usurped by a section of the existing access pier and floating dock. The proposed
new piers and uncovered platforms would shade approximately 678 sq. ft. of coastal wetlands, vegetated primarily with
Smooth Cordgrass (Spartina alterniora). The application states that the proposed docking facility would accommodate
up to 17 slips for mixed type vessels ranging from 16' to 30' in length, of which two (2) would be transient slips located
on the waterward side of the proposed "T-shaped" configuration. The proposed excavation would impact approximately
6,732 sq. ft. of shallow bottom area through the use of mechanical dredging, resulting in the removal of approximately
810 cubic yards of material. The proposed excavation and structures were designed to avoid the NEI; however, based
on the size of the vessels that would be moored at this proposed docking facility, and the unknown exact location of the
NEI within the project area, the vessel use of the proposed marina could potentially cause additional erosion within the
NEI due to propeller wash, and could expose the NEI to potential damage. The application states that prior to the
construction, a field marking of the NEI would be performed by a professional utilities location company to assure this
separation.
RECEIVED
JUN 2 9 2015

Bailey and Associates c/o Christopher Bailey- Grand View Community Marina
Page 5
The disposal of the material would impact approximately 56,628 sq. ft. of highground, which would be located onto an
existing spoil island at the confluence of the AIWW and Motts Channel (USACE Disposal Site No. 0248). The
proposed marina structures would extend approximately 128' into a waterbody, which measures approximately 512'
across (AIWW). The proposed platform into Motts Creek would extend approximately 10' into a waterbody measuring
50' across, which all structures would conform with the 1/4 width. The proposed marina docking facility appears to
meet the required 80' setback from the USACE AIWW federal channel; however, based on the provided drawings, the
southern portion of the proposed marina docking facility encroaches into the Department of Transportation (NCDOT)
150' right-of-way from US HWY 74/76.
The proposed marina docking facility would not encroach into the adjacent 15' riparian corridor setback requirement to
the south of the project. As stated, the referenced drawings to State Permit No. 84-01 for the existing facility on the
property indicated that the northern riparian corridor line was measured from the centerline of the Motts Creek channel.
The proposed facility would be located outside of the footprint ofthe previously authorized docking facility under State
Permit No. 84-01. The drawings for State Permit No. 13-86, which was issued to Consolidated Ventures Corporation
on the same property for a 10 (ten) slip docking facility, did not locate a northern riparian line. Due to the peculiar
shoreline configurations in this area of Motts Creek and the AIWW a traditional perpendicular alignment could not be
achieved for a riparian corridor and associated setback. It appears that the intent of the previously authorized docking
facilities for this property was to prevent structures within the established access channel for the existing docking
facilities along Summer Rest Road and the AIWW. Rules ISA NCAC 07H.0208(b) Specific Use Standards (6)(1)
states: "When shoreline configuration is such that a perpendicular alignment cannot be achieved, the pier shall be
aligned to meet the intent of this Rule to the maximum extent practicable as determined by the Division of Coastal
Management".
The application package for State Permit No. 174-00, which was issued on November 14, 2000, and was then renewed
and modified on January 19, 2006 to the adjacent property owner to the north at the time (Smith), for the existing
private docking facility and associated boat basin and access channel, contained a notarized authorization from the
Summer Rest Landing Yacht Club Owners Association, Inc., which was the adjacent riparian property owner to the
north, which allowed Smith's facility to extend the into the adjacent riparian corridor.
Based on the proximity of this proposed marina docking facility to the existing private docking facilities to the north
along Summer Rest Road, which connect directly to the AIWW via an access channel at the mouth of Mons Creek, and
the NCWRC public boat ramp at Wrightsville Beach, the proposed marina docking facility could potentially impede
and congest the traditional navigation in the area of the AIWW. During the busy summer months, this area of the
AIWW can be very congested due to larger vessels sitting idle waiting for the drawbridge to open and boaters trying to
launch and retrieve smaller vessels at the NCWRC public boat ramp located at Wrightsville Beach.
It should be noted that condition 2 to State Permit No. 13-86 which was issued to Consolidated Ventures Corporation
on the same property for a 10 (ten) slip docking facility, addresses the traditional navigation of this area, which states:
"Traditional navigation to the AIWW from private dockage to the northwest along Summer Rest Road shall not be
impeded by this projector its later use. A fairway ofreasonable width in water depths of 4' MLW or greater must be
maintained to comply with the terms of this condition". As stated, the adjacent docking facility to the north was
authorized a boat basin and access channel to the AIWW through State Permit No. 174-00, which was issued to the
previous property owner (B. Smith) authorized a final project depth of -6.0' at MLW. Minor increases in turbidity
should be expected during the construction; however no long term adverse impacts are anticipated.
RECEIVED
Submitted by: Robb L. Mairs Date: 6/25/2015 Office: Wilmington
JUN 2 91015
06iM"-Urld A 1"

CAMA Major Permit Application
Project Narrative
Grand View Community Marina
202 Summer Rest Road
Wilmington, New Hanover County, North Carolina
Bailey and Associates, Inc., Applicant
Land Management Group (LMG) Inc., Agent
Existing Conditions
Bailey and Associates Inc., is the owner of New Hanover County parcel R05714-004-012-000. The
property is located at 202 Summer Rest Road, Wilmington, and abuts Motts Creek and the Atlantic
Intracoastal Waterway (AIWW) just north of the Wrightsville Beach Bridge. Upland portions of the
property are located within the City of Wilmington, and riparian areas below mean high water are
within the jurisdiction of New Hanover County. The property features riparian access to Motts
Creek on the northern side of the property and the AIWW at the eastern end of the property. There
are 476-Ift of shoreline along normal high water, as flagged by LMG, within the deeded property
boundaries. The property currently contains a 652-ft long fixed pier which accesses a 60-ft long
floating dock parallel to the AIWW with 2 boat slips (CAMA Permit 84-01). The current floating dock
is located approximately 12' landward of the quarter waterbody setback which is more restrictive
than the 80' federal setback off the AIWW channel in this location. Deeded property boundaries for
the parcel include a mean low water and a mean high water line surveyed at the time of
recordation in 1984. Since the low water line was shown on the 1984 survey, a search for any
submerged land claims was conducted to determine whether the applicant or any adjacent parcel
had a legal submerged land claim. The NCDENR, Division of Marine Fisheries, database for
"Submerged Land Claims Recognized under NCGS 113-205" was reviewed. Neither the subject
property nor the directly adjacent northern property were shown to have any recognized
submerged land claims. More recent mean high water, normal high water, and mean low water
contours are provided in the application materials in addition to the deeded boundaries (for
reference only).
The AIWW along the property is designated by the NC Environmental Management Commission
(EMC) as SB waters (Index # 18-87-24). The property is located across the AIWW from the public
boat ramp at Wrightsville Beach. No waters adjacent to the property are mapped as Primary
Nursery Area (PNA), and the adjacent waters are closed to shellfishing for human consumption.
Proposed Project
Bailey and Associates, Inc. is proposing to expand the existing docking facility to provide a total of
17 slips, ranging between 16' and 30' in size. Two of the slips on the outside of the "t" head would
be transient slips. All slips would serve residential units within the Grand View mixed -use
development currently under construction at 7205 Wrightsville Avenue (the former "Babies
Hospital" and New Hanover County parcel R05714-002-003-000). The residential component of RECEIVED
the mixed -use redevelopment of the former Babies Hospital site will provide 111 residential units. JUN 2 9 2015
Boat slips proposed in this application would serve the residents of Grand View. The proposed
jYM V'NYI' It+ Y ry'�
boat slips are within walking distance of the residential units, and no parking at the waterfront
parcel will be necessary. No upland work is proposed in this application
Grand View Community Marina, Bailey and Associates, Inc. RECEIVED
CAMA Major Permit Application, Project Narrative, June 8, 2015 DCM WILMINGTON, NC
1 JUN 0 9 2015

The existing floating dock along the AIWW and a portion of the existing outer access pier would be
removed. A new floating dock system with platforms would be constructed along the AIWW. New
structures will include the addition of a 117-Ift floating dock spine; four 24' long floating fingers;
three 30' long floating fingers; a 60-Ift "T"; a 176 sq.ft. fixed covered platform with a 213 sq. ft. open
deck; and a 256 sq.ft. floating platform. New floating docks will be accessed by a ramp, and pilings
will be installed to secure the floating docks and for boat mooring purposes. A 9' x 14' fixed gazebo
with a 5' x 20' deck is proposed on Molts Creek and would be accessed by a new fixed pier
extending 73' from the existing fixed pier.
The sewer line for the Town of Wrightsville Beach is buried within the riparian corridor of this
property. The piling and dredging plans have been designed to avoid the surveyed position of the
buried force main by a minimum of 12 ft. In addition, prior to construction, a field marking of the
force main will be performed by a professional utilities location company to assure this separation.
A hydrographic survey was completed by TI Coastal in September 2014. Depths from a February
2007 Gahagan & Bryant survey, as shown on a February 2009 Maritech Dredging, LLC plan used
in a previous CAMA application, are included for the southern -most portion of the riparian corridor.
Water depths within the project area near the AIWW currently range between -0.75' MLW to -9'
MLW. Dredging to -4' MLW is proposed only along the western half of the proposed floating dock
system where current depths are 4' MLW or less. The dredging area is designed to remain 10'
from the surveyed outer edge of the coastal wetlands. The dredge area would total 6,732 sq.ft.,
and the dredge volume is anticipated to be approximately 810 cy. The applicant proposes to use a
bucket -to -barge operation and dispose of the material on an existing spoil disposal site owned by
Shore Acres, Inc. and located on the AIWW approximately 0.5 mile south of the project area.
Permission for the use of this disposal site has been requested and a copy of that approval is
enclosed.
No fuel or maintenance services would be provided, and no overnight or live-aboards would be
allowed by the rental agreement and/or community rules and restrictions. Seapath Yacht Club
provides a pump -out and is located on Harbor Island (Wrightsville Beach) less than 1 mile by water
from the project site.
As a result of our 11/5114 scoping meeting and our 3/26/15 pre -application meeting, we are
providing an update on two items:
1. On 11/14/14, a request (copy enclosed) was made to the Town of Wrightsville Beach for a
recorded copy of the "Easement" between the State of North Carolina and the Town or in lieu of
such, the recording information from the New Hanover County Register of Deeds Office along with
other maps, surveys and other information relating to the "Easement". As of today, there has been
no response to this public records request.
2. DCM staff has requested that the proposed dock system along the AIWW be moved
northward to avoid what was believed to be the northern NC Department of Transportation right -of- RECEIVED
way line across the AIWW as originally portrayed on the plan drawings for the project used by LandJUN 2 9 2015
Management Group. In order to verify the presence and accurate extent of a right-of-way over the c„v
water, a request to NCDOT was made for documentation. At present, we have received various
Grand View Community Marina, Bailey and Associates, Inc. RECEIVED
CAMA Major Permit Application, Project Narrative, June 8, 2015 DCM WILMINGTON, NC
JUN o92015

materials from NCDOT, however the applicant believes none of the materials accurately depict or
prove that an easement or right-of-way exists over the AIWW. The applicant is of the opinion at this
time that such an easement or right-of-way does not exist and we are presenting the proposed
dock system as planned, with the earlier portrayed right-of-way line over the AIWW labeled as
"Disputed" and anticipate NCDOT further review during the normal course of the permit application
review process.
RFCFVEC
JUN 2 9 7015
Grand View Community Marina, Bailey and Associates, Inc. RECEIVED
CAMA Major Permit Application, Project Narrative, June 8, 2015 DCM WILMINGTON, NC
3
JUN 092015

DCM MP-1
APPLICATION for
Major Development Permit
(last revised 12I27/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
Bailey And Associates, Inc.
Project Name (if applicable)
Grand View Community Marina
Applicant 1: First Name
c/o Mr. Chris
MI
Last Name
Bailey
Applicant 2: First Name
MI
Last Name
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
P.O. Box
PO Box
400
City
Jacksonville
State
NC
ZIP
28541
Country
USA
Phone No.
910-346-8443 ext.
FAX No.
910-346-8637
Street Address (ifdifferentfrom above)
City
State
ZIP
Email
[e-mail]
2. Agent/Contractor 6dormation
Business Name
Land Management Group, Inc.
Agent/ Contractor 1: First Name
MI
last Name
Steve
Morrison
Agent/ Contractor 2: First Name
MI
Last Name
Laura
Stasavich
Mailing Address
PO Box
City
State
3805 Wrightsville Ave., Suite 15
Wilmington
NC
ZIP
Phone No.1
Phone No. 2
28403
910-452-0001
ext.
ext.
FAX No.
Contractor #
910 452 0060
Street Address (if different from above)
City
State
ZTFCEIVED
Email
7 V1015
[e-mail]; [e-mail]
bt-w,."r.,
RECEIVED
<Form continues on backs DCM WILMINGTON, NC
JUN o 9 2015
252-808-2808 .. 1-888.4RCOAS7 .. www. nccoastal management. net

Form DCM MP-1 (Page 2 of 5)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple)
Street Address
State Rd. #
New Hanover
202 Summer Rest Road
S.R. 1417
Subdivision Name
State
Zip
N/A- w ll serve Grand View rental units
4411mington
NC
28403 -
Phone No.
Lot No.($) (d many, attach additional page with list)
ext.
N/A, I ,
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
CAPE FX AR.
Atlantic Intracoastal Waterway and Motts Creek
c. Is the water body identified in (b) above, natural or manmade?
d. Name the closest major water body to the proposed project site.
®Natural ❑Manmade ❑Unknown
AIWW
e. Is proposed work within city limits or planning jurisdiction?
f. If applicable, list the planning jurisdiction or city limit the proposed
®Yes ❑No
work falls within.
City of Wilmington (above MHW) and New Hanover County
(below MHW)
4. Site Description
a.
Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.fl.)
476 feet along NHW
0.85 acres per NHC GIS data
c.
Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high water) or
N/A I I
NWL (normal water level)
(If many lot sizes, please attach additional page with a list)
Upland area — 2' ®NHW or ❑NWL
e.
Vegetation on tract
Area below NHW includes coastal marsh species such as Spartina altemiflora, Distichlis spicata, Limonium carolinianum,
Spartina patens, and Salicomia depressa. Upland on the property is largely vegetated by Morelia cerifera.
f.
Man-made features and uses now on tract
Approximately 127 Ift of bulkhead; 6' x 652' fixed access pier; ramp; 6' x 66' floating dock providing two boat slips.
g.
Identify and describe the existing land uses adiacent to the proposed project site.
Adjacent uses to the north are residential. Adjacent uses to the west, along Wrightsville Ave, are largely commercial.
h.
How does local government zone the tract?
I. Is the proposed project consistent with the applicable zoning?
City of Wilmington zones upland as 0&1-1 (Office and
(Attach zoning compliance certificate, it applicable)
Institutional 1). New Hanover County zones area below
®Yes ❑No ❑NA
MHW as B-1 Business (GIS data).
j.
Is the proposed activity part of an urban waterfront redevelopment proposal? []Yes SNo RFCFI VED
k.
Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. []Yes SNo ❑NA JUN 2 9 2015
4:wxu-kwh.: If yes, by wham? � 1k
I.
Is the proposed project located in a National Registered Historic District or does f involve a ❑Yes ®N+4�_X(t; E I V E D
National Register listed or eligible property?
JUN 0 9 2015
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Form DCM MP-1 (Page 3 of 5)
APPLICATION for
Major Development Permit
<Form continues on next page>
m. (i) Are there wetlands on the site? ®Yes ❑No
(ii) Are there coastal wetlands on the site? ®Yes []No
(iii) If yes to either (1) or (ii) above, has a delineation been conducted? ®Yes ❑No
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
Work requested in this application does not require treatment of wastewater, but the property is served by the Cape Fear
Public Utility Authority.
o. Describe existing drinking water supply source.
Work requested in this application does not require drinking water, but the property is served by the Cape Fear Public Utility
Authority.
p. Describe existing storm water management or treatment systems.
There are no existing stornwater management or treatment systems on site. Existing development is pervious decking.
5. Activities and Impacts
a.
Will the project be for commercial, public, or private use? ❑Commercial ❑PublictGovemment
IRPrivatelCommunity
b.
Give a brief description of purpose, use, and daily operations of the project when complete.
Purpose is to expand docking facilities to provide 14 boat slips 24' to 30' in size, one slip 16' in size and two transient slips.
All boat slips would serve the Grand View apartment rental community currently under construction at 7205 Wrightsville
Avenue. Slips would be available for use by residents of the residential units within the mixed -use development and would
be used for recreational boating.
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.
Installation of new floating docks and mooring pilings would be done with standard wash -in piling rig. Proposed dredging
would be "bucket to barge" with material dewatered on the barge before placement in an approved spoil disposal area.
d.
List all development activities you propose.
Along AIW W-construction of new floating dock and 7 finger piers to provide 14 boat slips 24' to 30' in size, one slip 16' in
size, and two transient slips. Construction of two platforms. One floating platform serving as a kayaktwave runner launch
area. One fixed platform, partially roofed. Dredging within 6,732 sq.ft. of public trust bottom to final depth of 4 MEW.
Majority of existing fixed pier to remain. Along Molts Creek- new fixed pier and partially roofed fixed platform. No upland
development is proposed.
e.
Are the proposed activities maintenance of an existing project, new work, or both? Both
f.
What is the approximate total disturbed land area resulting from the proposed project? No upland disturbance, Dredging
below NHW — 6,732
Sq.Ft or ❑Acres
g.
Will the proposed project encroach on any public easement, public accessway or other area ®Yes ❑No ❑NA
that the public has established use of? (NCbOT WW _bIS d
h.
Describe location and type of existing and proposed discharges to waters of the state. RECEIVED
No direct discharges to waters of the state are proposed. 1UN 2 9 7015
k'4hvrRanc: 171i
i.
Will wastewater or stormwater be discharged into a wetland? ❑Yes ®No ❑NA
If yes, will this discharged water be of the same salinity as the receiving water? ❑Yes ❑No ORE C E I V E D
DCM WILMINGTON, NC
JUN 0 9 2015
252-808-2808 :: 1-886-4RCOAST :: www.nccoastaimanagement.net

Form DCM MP-1 (Page 4 of 5)
APPLICATION for
Major Development Permit
<Fomn continues on back>
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) — (0 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 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.
I. 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 John and Eliza Blackwell, LLC (206 Summer Rest Rd. to the north) Phone No.
Address 203 Summer Rest Road, Wilmington, NC 28405
Name NC DOT clo Mr. Stoney Mathis, PE (US 74f76 to the south) Phone No.
Address 5501 Barbados Blvd., Castle Hayne, NC 29429
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.
CAMA Permit No. 13-06, Consolidated Ventures Corp.,
11/19/86.
CAMA Permit No. 84-01, CGRS Enterprises, LLC, 7/3/01.
Modification on 5/27/08.
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
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.
1 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.
?E E VED
Date _June 8, 2015 Print Name Land Management Group, Inc., agent
6StaT� JUN 2 91015
Signature
Please indicate application attachments pertaining to your proposed project. RECEIVED
®DCM MP-2 Excavation and Fill Information ❑DCM MP-5 Bridges and Culv4VM WILMINGTON, NC
❑DCM MP-3 Upland Development
JUN 092015
252.808-2808 .. 1.888.4RCOAST .. www.nccoastaimanagement.net

Form DCM MP-1 (Page 5 of 5)
APPLICATION for
Major Development Permit
®DCM MPA Structures Information
RECENED
JUN 2 91015
RECEIVED
DCM WILMINGTON, NC
JUN 0 9 2015
252.808.2808 .. 1-888.4RCOAST .. www.nccoastaimanagement.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-t. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
Describe below the purpose of proposed excavation and/or fill activities. All values should be given in feet.
Access
Other
Channel
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
(excluding
(NLW or
Breakwater
shoreline
NWL
stabilization
Length
N/A
N/A
Irregular.
N/A
N/A
N/A
N/A
Total Area =
Width
N/A
N/A
6,732 sq.ft.
N/A
N/A
N/A
N/A
AvgDepth Existing
N/A
N/A
-0.75' MLW
N/A
NA
NA
N/A
Final Project
Depth
N/A
N/A
-4' MLW
N/A
NA
NA
N/A
1. EXCAVATION
a. Amount of material to be excavated from below NHW or NWL in
cubic yards.
Approximately 810 cy (using 2007 and 2014 survey depths)
c. (i) Does the area to be excavated include coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB
OWL ®None
(ii) Describe the purpose of the excavation in these areas:
N/A
❑This section not applicable
b. Type of material to be excavated.
Bottom sediments of AIW W; grain size anticipated to be
primarily sand.
d. High -ground excavation in cubic yards.
None.
Z DISPOSAL OF EXCAVATED MATERIAL ❑This section not applicable
a. Location of disposal area.
Spoil disposal island on AIWW approx. 0.4-mile south of
site. Shores Acres Co. property (R06300-002-003-000)
behind Corps' AIWW_DA_0248.
c. (i) Do you claim title to disposal area?
❑Yes ®No ❑NA
(ii) If no, attach a letter granting permission from the owner.
e. (1) Does the disposal area include any coastal wetlandstmarsh
(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
CIVIL ®None
(ii) Describe the purpose of disposal in these areas:
N/A
Dimensions of disposal area.
Area within Shore Acres Co. parcel R06300-002-003-000
of approx. 0.3-acres.
d. (i) Will a disposal area be available for future maintenance?
®Yes []No ❑NA
(ii) If yes, where?
Anticipate future requests for use of same disposal
area.
f. (i) Does the disposal include any area in the water?
❑Yes ®No ❑NA RECEIVED
(ii) If yes, how much water area is affected?
N/A JUN 2 9 2015
RECEIVED
DCM WILMINGTON, NC
252.808-2808 :: 1-888.4RCOAST :: www.nccoastaimanagement.net revised: 12/26/06

Form DCM MP-2 (Excavation and Fill, Page 2 of 3)
3. SHORELINE STABILIZATION ®This section not applicable
(If development is a wood groin, use MP-4 — Structures)
a. Type of shoreline stabilization:
❑Bulkhead ❑Riprap ❑Breakwater/Sill ❑Other:
c. Average distance waterward of NHW or NWL:
e. Type of stabilization material:
g. Number of square feet of fill to be placed below water level.
Bulkhead backfill _ Riprap
Breakwater/Sill _ Other _
i. Source of fill material.
b. Length:
Width:
d. Maximum distance watenvard of NHW or NWL:
f. (i) Has there been shoreline erosion during preceding 12
months?
[]Yes ❑No ❑NA
(ii) If yes, state amount of erosion and source of erosion amount
information.
h. Type of fill material.
4. OTHER FILL ACTIVITIES ®This section not applicable
(Excluding Shoreline Stabilization)
a. (i) Will fill material be brought to the site? ❑Yes []No [:]NA b. (i) Will fill material be placed in coastal wetlandstmarsh (CW),
If yes,
(ii) Amount of material to be placed in the water
(III) Dimensions of fill area
(iv) Purpose of fill
5. GENERAL
a. How will excavated or fill material be kept on site and e
controlled?
No excavation or fill is proposed above MHW or NHW.
c. (i) Will navigational aids be required as a result of the project?
❑Yes ®No ❑NA
(ii) If yes, explain what type and how they will be implemented.
N/A
submerged aquatic vegetation (SAV), shell bottom (SB), or
other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB
OWL ❑None
(ii) Describe the purpose of the fill in these areas:
backhoe, or hydraulic dredge)?
Bucket to barge excavation, small excavator.
d. (i) Will wetlands be crossed in transporting equipment to project
site? []Yes ®No []NA
(ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
No fringing wetlands will be impacted at spoil disposal site -
existing access path available.
JUN 2
June 8, 2015 Project Name /.y-;p�yyn,,/ )-ay
Date
Grand View Community Marina
RECEIVED
Bailey and Associates, Inc. DCM WILMINGTON, NC
Applicant Name J U N 0 9 2015
2S2-808-2808 :: 1.888-4RCOAST :: wwvvmccoastalmanagement.net revised: 12/26/06

Form DCM MP-2 (Excavation and Fill, Page 3 of 3)
Applicant Signature
RECEIVED
JUN 2 9 7oI5
RECEIVED
DCM WILMINGTON, NC
JUN 092015
252-808-2808 :: 1-888-4RCOAST :: www.nccoastalmanagement.net revised: 12/26/06

Form DCM MP-4
STRUCTURES
(Construction within Public Trust Areas)
Attach this forth 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/manna:
[]Commercial ❑PublidGovemment ®Private/Community
❑This section not applicable
b. (i) Will the facility be open to the general public?
❑Yes ONO
c. (i) Dock(s) and/or pier(s)
d. (i) Are Finger Piers included? ®Yes []No
(ii) Number Please see attached MP-4 supplement
If yes:
(iii) Length Please see attached MP-4 supplement
(ii) Number Please see attached MP-4 supplement
(iv) Width Please see attached MP-4 supplement
(iii) Length Please see attached MP-4 supplement
(v) Floating ®Yes ❑No
IN) Width Please see attached MP-4 supplement
(v) Floating ®Yes ONO
e. (i) Are Platforms included? ®Yes ❑No
f. (i) Are Boatlifts included? []Yes ®No
If yes:
If yes:
(ii) Number Please see attached MP-4 supplement
(ii) Number N/A
(iii) Length Please see attached MP-4 supplement
(iii) Length N/A
(iv) Width Please see attached MP-4 supplement
(iv) Width N/A
(v) Floating ®Yes ONO
Note: Roofed areas are calculated from ddpfine dimensions.
g. (i) Number of slips proposed
h. Check all the types of services to be provided.
17 (with 2 being transient)
❑ Full service, including travel lift and/or rail, repair or
(ii) Number of slips existing
maintenance service
2
❑ Dockage, fuel, and marine supplies
® Dockage ('Wet slips') only, number of slips: 14
❑ Dry storage; number of boats:
❑ Boat ramp(s); number of boat ramps:
❑ Other, please describe:
i. Check the proposed type of siting: j. Describe the typical boats to be served (e.g., open runabout,
❑ Land cut and access channel charter boats, sail boats, mixed types).
®Open water; dredging for basin and/or channel mixed vessel types
❑Open water; no dredging required
❑Other; please describe:
RECEIVED
JUN 2 91015
k. Typical boat length: 16' to 30' 1. (i) Will the facility be open to the general public? h+::w-yni,y r_uu
❑Yes ONO
m. (i) Will the facility have tie pilings?
®Yes ONO RECEIVED
(ii) If yes number of tie pilings? DCM WILMINGTON, NC
14
JUN 0 9 2015
252-808-2808 :: 1.8884RCOAST :: www.nccoastaimanagement.net revised: 12/27/06

Form DCM MP-4 (Structures, Page 2 of 4)
2. DOCKING FACILITY/MARINA OPERATIONS ❑This section not applicable
a. Check each of the following sanitary facilities that will be included in the proposed project.
❑ Office Toilets
❑ Toilets for patrons; Number: _; Location:
❑ Showers
❑ Boatholding tank pumpout; Give type and location:
b. Describe treatment type and disposal location for all sanitary wastewater.
No treatment for sanitary wastewater will be needed. Bathrooms are available within walking distance at associated residential
units, and facility will have a no overboard discharge policy. Pumpout is available at Seapath Yacht Club located on Harbor
Island, Wrightsville Beach, approximately 0.9 miles via boat from the site.
c. Describe the disposal of solid waste, fish offal and trash.
Trash cans will be located on the upland portion of the property near Summer Rest Road.
d. How will overboard discharge of sewage from boats be controlled?
A no overboard discharge policy will be enforced through the slip rental agreement and/or community rules and restrictions.
e. (i) Give the location and number of "No Sewage Discharge" signs proposed.
1- on proposed floating dock.
(ii) Give the location and number of "Pumpout Available" signs proposed.
One sign indicating nearest public pumpout (Seapath Yacht Club) will be posted on the fixed access pier.
f. Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products.
No maintenance or fueling services will be offered.
g. Where will residue from vessel maintenance be disposed of?
No maintenance services will be offered or allowed.
h. Give the number of channel markers and "No Wake" signs proposed. None
i. Give the location of fuel -handling facilities, and describe the safety measures planned to protect area water quality.
No fuel services are proposed.
j. What will be the marina policy on overnight and live -aboard dockage?
No overnight or live-aboards will be allowed and will be enforced through rental agreement and/or community rules and
restrictions.
k. Describe design measures that promote boat basin flushing?
Proposed dredging will be in open water to a depth of 4 MLW which will not exceed depths within the connecting AIWVOECDVED
I. If this project is an expansion of an existing marina, what types of services are currently provided?"'"" .q
Expansion of existing two slip dock with no services. RECEIVED
NC
JUN 0 9 2015
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Form DCM MP-4 (Structures, Page 3 of 4)
in. Is the marina/docking facility proposed within a primary or secondary nursery area?
❑Yes ENo
n. Is the marina/docking facility proposed within or adjacent to any shellfish harvesting area?
[]Yes ENo
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
❑WL ®None
p. Is the proposed marina/docking facility located within or within close proximity to any shellfish leases? ❑Yes ENo
If yes, give the name and address of the leaseholder(s), and give the proximity to the lease.
N/A
3. BOATHOUSE (including covered lifts) EThis section not applicable
a. (i) Is the boathouse structure(s):
❑Commercial ❑PublictGovernment ❑Private/Community
(ii) Number
(iii) Length
(iv) Width
Note: Roofed areas are calculated from dripline dimensions.
4. GROIN (e.g., wood, sheelpile, etc. If a rock groin, use MP-2, Excavation and Fill.) EThis section not applicable
a. (i) Number
III) Length
(III) Width
5. BREAKWATER (e.g., wood, sheetpile, etc.) EThis section not applicable
a. Length b. Average distance from NHW, NWL, or wetlands
c. Maximum distance beyond NHW, NWL or wetlands
6. MOORING PILINGS and BUOYS ❑This section not applicable
a. Is the structure(s):
❑Commercial ❑PubliclGovernment ❑Private/Community
c Distance to be placed beyond shoreline Tie piles range from
approximately 29' to 120' from waterward edge of
marsh.
Note: This should be measured from marsh edge, if present.
e. Arc of the swing N/A
7. GENERAL
b. Number 14
d. Description of buoy (color, inscription, size, anchor, etc.)
No bouys- tie pilings within slips #1 through #14.
RECEIVED RECEIVED
JUN 2 9 Y05 DCM WILMINGTON, NC
-'- .P,fv JUN 0 9 2015
252-808-2808 :: 1.888.4RCOAST :: www.nccoastalmanagement.net revised: 12/27106

Form DCM MP-4 (Structures, Page 4 of 4)
a. Proximity of structure(s) to adjacent riparian property lines
15' to the southern riparian corridor limit;
164' to northern riparian corrdior limit
Note: For buoy or mooring piling, use arc of swing including length
ofvessel.
C. Width of water body
508' along existing pier to bulkhead on eastern side AIWW
e. (i) Will navigational aids be required as a result of the project?
❑Yes ®No ❑NA
(ii) If yes, explain what type and how they will be implemented.
N/A
b. Proximity of structure(s) to adjacent docking facilities.
—144' to Blackwell dock to the north
d. Water depth at waterward end of structure at NLW or NWL
Existing depths range from -0.75' MLW to -11' MLW within
proposed slips.
8. OTHER ❑This section not applicable
a. Give complete description:
June 8,2015
Date
Grand View Community Marina
Project Name
Bailey and Associates, Inc.
Applicant Name
Sri.. --Sk/ it
Applicant Signature/` -
RECEIVED
JUN 2 9 2015
kdF54ayMny �i{u
RECEIVED
DCM WILMINGTON, NC
JUN 0 9 2015
252-808-2808 :: 1.888-4RCOAST :: www.nccoastaimanagement.net revised: 12/27/06

CAMA Major Permit Application
Grand View Community Marina, Wilmington, NC
MP-4 Supplement
1. Docking Facility/Marina Characteristics
c. Dock(s) and/or Pier(s)
Existing Fixed Access Pier 540' x 6' to remain with 20' x 6'
angled pier extension to be added.
All other existing docks to be removed.
Proposed docks and fingers as listed in tables below.
Structure
Length ft
Width ft
Floating Dock
116
6
Floating Dock
60
6
Fixed Pier
73
6
d. Are Finaer Piers Included?
Quantity
Length ft
Width ft
3
30
3.5
4
23
3.5
e. Are Platforms Included?
Quantity
Len th ft
Width ft
Platform
irregular
shape
Floating Dock
16
16
Platform
20
14
Floating dock spine
Floating T'
fixed pier (Molts Creek)
floating
Floating
176 sq.ft. gazebo and 213 sq.ft. open deck
Floating
Molts Creek- 20' x9' gazebo and 20' x V open deck
RECEIVED
JUN 2 91015
RECEIVED
DCM WILMINGTON, NC
JUN 092015

TO WILMINGTON
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3805 Wrightsville Ave., Suite 15
Ylmingtm, North Cardim28403
Telephone: 910452.OWI
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SITE
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CAMA Major Permit Application
Grand View Community Marina
202 Summer Rest Road, Wilminqton, INC
Site Location
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RECEIVED
JUN 2 91015
tt:�w-«n.,N t,liJ
RECEIVED
DCM WILMINGTON, NC
JUN 0 9 2015
te: Revision Date:
5/4/2015
rie: ob um er:
NTS 02.14-045
Iwn By: Figure:
McKim and Creed 1 Of 9

4
A��V7i
NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory Donald R. van der Vaart
Governor Secretary
June 25, 2015
Mr. Steve Morrison
c/o Land Management Group, Inc.
3805 Wrightsville Ave., Suite 15
Wilmington, North Carolina 28403
urn
The Division of Coastal Management hereby acknowledges receipt of your application, acting as agent for Mr. Chris
Bailey with Bailey and Associates, Inc. for the proposed development located at 202 Summer Rest Road, adjacent to
Motts Creek and the AIWW, in Wihnington, New Hanover County. It was received as complete on June 9, 2015, and
appears to be adequate for processing at this time. The projected deadline for making a decision is August 24, 2015. An
additional 75-day review period is provided by law when such time is necessary to complete the review. If you have not
been notified of a final action by the initial deadline stated above, you should consider the review period extended. Under
those circumstances, this letter will serve as your notice of an extended review. However, an additional letter will be
provided on or about the 75th day.
If this agency does not render a permit decision within 70 days from June 9, 2015, you may request a meeting with the
Director of the Division of Coastal Management and permit staff to discuss the status of your project. Such a meeting will
be held within five working days from the receipt of your written request and shall include the property owner, developer,
and project designer/consultant.
NCGS 113A-119(b) requires that Notice of an application be posted at the location of the proposed development.
Enclosed you will find a "Notice of Permit Filing" postcard which must be posted at the property of your proposed
development. You should post this notice at a conspicuous point along your property where it can be observed from a
public road. Some examples would be: Nailing the notice card to a telephone pole or tree along the road right-of-way
fronting your property; or at a point along the road right-of-way where a private road would lead one into your property.
Failure to post this notice could result in an incomplete application.
A field report has been prepared and is in the process of being circulated to the various state and federal review agencies
for their comments. If additional information is required based on this review, the agencies may contact you directly.
m ly, t
Robb L. Mairs
Field Representative
Wilmington District Office
N.C. Division of Coastal Management
cc: Doug Huggett, DCM
Tyler Crumbley, USACE
Chris O'Keefe, NH Co.
Kathryn Thurston, City of Wilmington RECEIVED
Anthony Law, NCDOT
Chris Bailey, Applicant July 2 9 pp
(�Ar,gM.,y E'hu
127 Cardinal Drive Ext., Wilmington, NC 28405
Phone: [phone] \ FAX: 910,395-3964Internet: www.nocoastalmanagement.net
An Equal Opportunity \ ARrmadve Aden Employer

com
vessf
Chan
N()T 1 (010 1074
CAMA PERMIT
APPLI
PROJECT: Applicant pro
E rl FOR
Doses to expand the existing
in mimingron, ive
otts
o.
COMMENTS ACCEPTED THROUGH Jules, 2015
APPLICANT:
RailaV JL Occo -la Inc.
c/o Eric RailgV
pp Box 4nn
Jacksonville, NC 28541
Agent: Steve Morrison, LMG, Inc. [phone]
FOR MORE DETAILS CONTACT
THE LOCAL PERMIT OFFICER BELOW:
INC Div. of Coastal Management
127 Cardinal Dr. Extension
Wilmington, NC 28405
Robb Mairs, Field Representative
910-796-7423

SHORE ACRES COMPANY
FACSIMILE
FAX 912\231-1594
TELE 912 236-5644
TO: LMG Land Management Group, Inc.
A T TEN: Laura Stasavich
YOUR
FAX NO: 910/452-0060
FROM: Lawrence B. Lee, President
DATE: January 5, 2015
RE: APPROVAL OF PROJECT— Bailey and Assoc. Inc.
USACE D.A 0248
PAGES: I
Your project is hereby approved. The rate for dumping on the proposed
Shore Acres land is $3.00 a cubic yard. We assume you will get the
required approval and permission from CAMA and the USAGE. We
understand that you are proposing to work with Tommy Wafters. If that
changes please let us know. Good luck with your project and let us know
if we can be of any further assistance.
awrence B. Lee
President
RECEIVED
JUN 2 9 2015
�1K:N�.unnb+buv,
RECEIVED
DCM WILMINGTON, NC

®n
NCDE�IR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Pat McCrory Braxton C. Davis John E. Skvarla, III
Governor Director Secretary
AGENT AUTHORIZATION FORM
Date: _March 9, 2015
Name of Property Owner Applying for Permit:
Bailey and Associates, Inc.
Owner's Mailing Address:
P.O. Box 400
Jacksonville, NC 28541
Name of Authorized Agent for this project:
Land Management Group, Inc.
Agent's Mailing Address:
3805 Wrightsville Ave., Suite 15
Wilmington, NC 28403
Email: [e-mail] EmaiC_smorrisonnaJlmgroup.net
Phone ( 910 l 346-8443 Phone C 919_1___- 452-0001
I certify that I have authorized the agent listed above to act on my behalf, for the purpose of applying
for, and obtaining all CAMA Permits necessary to install or construct the following (activity):
View Community Marina
For my property located at 202 Summer Rest Road, Wilmington, NC
This certification is valid 1 year from (date) _March 9, 2016
Owner Signature
D
127 Cardinal Dnve Ext., Wilmington, NC 28405
Phone [phone]� FAX: [phone] Internet v nccoastalmanagementnet
RFCevED
JUN 2 9 7(115
RECEIVED
DCM WILMINGTON, INC
An Equal Oppuaunily AMrtnaM A�nEmployer JUN 0 9 2015

Ak�LMG
LAND MANAGEMENT GROUP am
Environmental Consultants
6/9/15
Robb Mairs
Division of Coastal Management
127 Cardinal Drive Extension
Wilmington, N.C. 28405-3845
Re: CAMA Major Permit Application, Grand View Community Marina, AIWW, New
Hanover County
Dear Robb,
On behalf of Bailey and Associates, Inc., please find enclosed a revised CAMA Major Permit
application package for the above -referenced project. The enclosed permit application includes
the additional information and changes requested in our June 4, 2015 meeting. Please contact
me with any questions regarding the enclosed application. Thank you for your assistance.
Sincerely,
Steve Morrison
Environmental Consultant
RECErVED
JUN 09 415.
Encl: Application package, Copy of letter to Town of Wrightsville Beach, $400 application fee
check
Cc: Bailey and Associates, Inc.
WCEEVED
JUN 2 9 2015
RECEIVED
DCM WILMINGTON, NC
JUN 0 9 2015
www.lmgroup.net • [e-mail] • Phone: [phone] • Fax: [phone]
3805 Wrightsville Ave., Suite 15, Wilmington, NC 28403 • P.O. Box 2522, Wilmington, NC 28402

U�
2006031382
FOR REGISTRATI N REGISTER OF DEEDS
EBECCNEW 1WNOVER COUNTY NC
2006 JUN 02 01:31:05 PM
BK:5031 9:1350-1353 FEE320A
NO REV STAMP3950.00
KIM 1EVE
WE PREPARED THE DEED IN THIS TRANSACTION, BUT WE MADE NO
EXAMINATION OF TITLE AND WE EXPRESS NO OPINION ON TITLE TO THE
PROPERTY.
Prepared by:
Excise Tax: $950.00
NANCY M. GUYTON, Attorney at Law
321 North Front Street, Wilmington, NC 28401
TAX PARCEL No: R05714-004-012-000
R05714-004-019-000
3rief description for the index: _
Summers Rest Road Tract
NORTH CAROLINA GENERAL WARRANTY DEED
THIS DEED, made this 301" day of May, 2006 by and between, CGRS
Enterprises, LLC herein, whether one or more, called GRANTORS, and Bailey and
Associates, Inc., whose mailing address Is P.O. Box 400, Jacksonville, NC 28540
herein, whether one or more, called GRANTEES.
WITNESSETH THAT:
THE GRANTORS, for and in consideration of the sum of Ten Dollars ($10.00)
and other valuable considerations to them in hand paid by the GRANTEES, the receipt
whereof is hereby acknowledged, have bargained and sold, and by these presents do
hereby bargain, sell and convey unto GRANTEES and their heirs, successors, and
assigns forever, all that certain real property located in New Hanover County, North
Carolina, described as follows:
BEGINNING at an old iron rod which is located S 11' 28' 88" E
29.04 feet from the centerline of SR #1417 Summer Rest Road
and being North 150 feet from U.S. Hwy. 74 & 76 as shown on the
plat of survey hereinafter referred to and running thence along and " tD
with the eastern line of Summer Rest Road, N 56° 29' 18" E 82.10 JUN 2 9 2015
1.7',pn-f1;piN FIW
RECEIVED
DCM WILMINGTON, NC
JUN, 0 9 2015

feet to a point in the eastern line of Summer Rest Road; thence
along and with the low water line of Mott's Creek the following
courses and distances: S 16" 66' 50" E 41.00 feet; S 60" 06' 10" E
23.10 feet; N 85" 27' 07" E 42.63 feet; N 76" 02' 65" E 33.79 feet;
thence S 77" 45' 03" E 29.25 feet; thence S 64" 60' 20" E 39.22
feet; thence S 43" 40' 13" E 76.49 feet; thence S 53" 43' 57" E
67.01 feet; thence S 42" 02' 25" E 98.92 feet; thence S 9" 40' 26"
E 59.23 feet; thence S 85" 34' 52" W 78.97 feet to a point; thence
N 54" 02' 13" W 35,77 feet to an old iron pipe; thence N 54" 02'
13" W 16.80 feet to an old right-of-way monument (disturbed);
thence N 54" 02' 13" W 372.56 feet to an old iron rod, the point
and place of BEGINNING as per map of survey for Summer Rest
Associates prepared by Sherwin D. Cribb, N.C. Registered Land
Surveyor, #L-1099 dated October, 1984 to which reference is
hereby made for a more particular description thereof.
The property hereinabove described was acquired by Grantor by instrument
recorded in Deed Book 1938 Page 0761, of the New Hanover County Registry.
TO HAVE AND TO HOLD the above granted and described property, together
with all and singular, the rights, privileges, easements, tenements and appurtenances
thereunto belonging, or In anywise appertaining unto the said GRANTEES, their heirs,
successors, and assigns, in fee simple, forever.
AND THE GRANTORS, for themselves, their heirs, successors and assigns, do
covenant to and with the said GRANTEES, their heirs, successors, and assigns, that
GRANTORS are seized In fee of the above granted and described property, that
GRANTORS have good right to sell and convey the same in fee simple, that the same
Is free and clear from any and all restrictions, easements or encumbrances, and that
GRANTORS will and their heirs, successors, and assigns will warrant and defend the
title to the same against the lawful claims and demands of any and all persons
whomsoever except for the exceptions hereinafter stated.
Title to the property hereinabove described is subject to the following exceptions:
1. All easements, rights of way and restrictions of record.
2. All governmental land use statutes, ordinances or regulations, including,
zoning, building and subdivision regulations.
3. Ad valorem taxes for current and subsequent years.
4. NOTWITHSTANDING ANYTHING HEREIN TO THE CONTRARY, NO
WARRANTIES OF ANY KIND ARE MADE WITH RESPECT TO ANY
PORTION OF THE REAL PROPERTY DESCRIBED HEREIN WHICH LIES
BELOW THE MEAN HIGH WATER LINE.
RFCFIVFD
JUN 2 9 2015
RECEIVED
DCM WILMINGTON, NC
JUN 0 9 2015

IN TESTIMONY WHEREOF, the said GRANTORS have hereunto set
their hands and seals as of the day and year first above written.
CGRS Enterprises, LLC
By: (SEAL)
Charles N. Garrett, Member
STATE OF NORTH CAROLINA
COUNTY OF NEW HANOVER
I certify that the following person(s) personally appeared before me this day,
and I have personal knowledge of the identity of the principal(s); each acknowledging
to me that her or she voluntarily signed the foregoing document for the purpose
stated therein and in the capacity indicated: Charles N. Garrett, Jr.. (j
Date: _ (Q/up_u _ �
(Official Seal) Print Name: j, Notary Public
My commission expires: I (D= L-b 10
RECEIVED
JUN 2 9 21115
RECEIVED
DCM WILMINGTON, NC
J U N 0 9 2015

REBECCA P. SMITH
REGISTER OF DEEDS, NEW HANOVER
216 NORTH SECOND STREET
WILMINGTON, NC 28401
♦ � Y���N�M1��HN�NYMMI��MNHIM1MIi1Mi i,M� vt�tMM F�N1 �MMNRM4�MNM�MMrM�Y�OAIM�M�tYMMM� M.�M�MtM!10�
Filed For Registration: 06/02/2006 01:31:05 PM
Book: RE 5031 Page: 1350.1353
Document No.: 2006031382
DEED 4 POS $20.00
NC REAL ESTATE EXCISE TAX: $950.00
Recorder: PHELPS, MICAH
State of North Carolina, County of New Hanover
YELLOW PROBATE SHEET IS A VITAL PART OF YOUR RECORDED DOCUMENT.
PLEASE RETAIN WITH ORIGINAL DOCUMENT AND SUBMIT FOR RE-RECORDING.
REC11VEf)
JUN 2 9 7015
*2006031382*
2006031382 DCRECEIVED
M WILMINGTON, NC
JUN 0 9 2015

SHANKLIN & NICHOLS, LLP
ATTORNEYS AT LAW
214 MARKET STREET
POST OFFICE BOX 1347
WILMINGTON, NORTH CAROLINA 28402-1347
TELEPHONE [phone] • TELEFAX [phone]
E-MAIL: 5FIANKLAWOEARTHU NK. N ET
KENNETH A. SHANKUN*
#8 WRO CERAAEO SPECIAUM IN
AuI PPOIEIT' UW - RESIDENTIAL. BUSINESS.
COMMERCIAL AND INOUSTNIALTNANBACTONS
November 14, 2014
VIA EMAIL TO towens(n.towb.ore
AND U.S. MAIL
Mr. Tim Owens
Town Manager
Town of Wrightsville Beach
P.O. Box 626
Wrightsville Beach, NC 28480
Re: Bailey and Associates, Inc.
FIRST PUBLIC RECORDS REQUEST
Our File No 2014060.2
Dear Mr. Owens:
MATTHEW A. NICHOLS••
**A= ADMRTED IN NEW YORK
Pursuant to Chapter 132 of the North Carolina General Statutes, we request on behalf of
our client, Bailey and Associates, Inc., that the following public records and materials be
available for our inspection at a reasonable and convenient time within the next twenty (20)
calendar days at the Town of Wrightsville Beach ("Town") Offices:
I. A recorded copy of that document entitled `Basement" between
the State of North Carolina and the Town dated May 27, 1982, a copy of which is
attached hereto as Exhibit "A", or in lieu thereof, the recording information from
the New Hanover County Register of Deeds Office (Deed Book and Page
Number) for that instrument (hereinafter referred to as the "Easement").
2. Any instruments, memoranda, correspondence, emails, maps,
surveys, drawings, letters of understanding or refinement, or other documents that
supplement, amend, modify or supersede the above -referenced Easement.
3. Any memoranda, correspondence, emails, maps, surveys,
drawings, letters of understanding or refinement, or other documents related to the
location, size, scope, length, width, depth and/or maintenance of the above -
referenced Easement.
RECEIVED
JUN 2 9 2015
0�44lwr,, . ,4"
RECEIVED
DCM WILMINGTON. NC
JUN 0 9 2015

Mr. Tim Owens
Town Manager
Town of Wrightsville Beach
November 14, 2014
Page -2-
Please consult with N.C. GEN. STAT. § 132-1 et. seq. regarding the scope and extent of the
term "public records." We request the opportunity to copy any document or other responsive
record either in written or electronic form for compliance with this public records request.
If it is more convenient for you and the Town for us to make the copies ourselves or
make arrangements for a third -party copy service to make the copies, please let us know and we
will gladly arrange for the same. Also, we will gladly pay any reasonable administrative or
copying charges associated with this request, and we ask that you please let us know in advance
if there are any such charges associated with this public records request.
With best regards, I remain
KAS/pcc
Enclosure
cc: John C. Wessell, III Town Attorney — via email and U.S. Mail
Mr. Christopher W. Bailey
RECEIVED
JUN 2 9 7015
. 4-.K✓-Mir^ k-,i:J
RECEIVED
DCM WILMINGTON, NC
JUN 0 9 2015

• ■. ,CVL11tl1'r
I
STATE OF NORTH CAROLINA
I E A S E M E N T
COUNTY OF HEN HANOVER
TIIT9 EASEMENT, made and entered into this the „2 '
da}• of 1902, by and between the STATE OF NORTH
CAROLINA, party of the firat part, and the TOWN OF WRIOHTS-
VTLLE BEACH, party of the second part;
N 1 T N E 9 S E T 11 t
THAT, WHEREAS, the North Carolina Department Of
Ada.Lnlatration has aulhoritud and approved execution of this
furtrument for the purpowos horaln set forth; and
WHEREAS, Lhe exucurl,in of this instrument for and on
behalf of the State of North Carolina hen keen duly approved
by the Covornor and Council of State by resolution adopted i
at a meeting held to the City uC Raleigh, North Carolina, on
the 4th day of May, 190:1 and
NOEREAS, the parties hereto have mutually agreed to
Lilo terms of this casement as hereinafter set forth,
NOW, THENEFORE, in consideration of the sum of ONE
HUNDREO (5100.00) DOLLARS paid by the party of the second part
to the party of thu first part, the receipt of which is hereby
acknowledged, the party Of the first part does hereby give,
grant and Convey to the said party of the second part, its
successors and assigns, the right, privilege and easement to
aonstruct, install, improve, remove, ceplece,•inepect, repair
and maintain a sanitary newer pipeline as follows,
RECEIVED
JUN 2 9 ?ON
CCaa I,,y ..,
RECEIVED
M WILMINGTON, NC
JUN 092015

A. Bdni-F chancel subaquuously for approximately
750 fmaL alonq the south edoe of U. S. Highway 74 causeway
and bridge.
A. Hannans Crook on bent piles along the south side
of the U. S. Highway 74 cauauway and bridge for a dia Lance
of approximately 126 feet.
,C.- -AIWW subaqueously north of the U. S. 74-76 High-
_way•cauaaway-and bridge for -a distance of approximately 800
-r cat
D. Bradley Croak uubaqueuusly near the U. S. 74-76
llighway causeway and bridge for a distance of approximately
goo feet.
Thu purpose of the easement is to provide the Town
f
of Wrightsville Beach NI LI1 a connection to the Northeast �
I
IRLerceptor Grcator Wilmington Aran 201 Facilities Plan. See ,
o Llarhnd drawings +'ntitled "Sanitary Sewer Improvements
rorce Main, Town of Wri.ghtsv Llle Beach, Horth Carolina".
It is unrlerateod and agreed that this conveyance
i
is made sub5nct to the enndition that. the party of the second
part &hall properly obtain all necessary permits required by
State and Federal law. Failuac to obtain such permits in 1
h
a timely manner slhall be deemed an abandonment of said easement.,
p TO HAVE AND TO HOLD the aforesaid rights, privileges,;
and easomant unto the said party of the second part, its
' auccatleors and assigns, ror as long as said pipeline Is
utilJeed b the y party of the second part, its successors and I
a9slgns, ror the purposos not forth herein, and no longer.
IN TESTIMONY WHEREOF, the Stata of North Carolina
has causer] this instrument to be executed in its name by JAMES
D. HUNT, JR., Governor, attested by THAD SURE, Secretary of 1
SLAte, and the Great Seal of the State of North Carolina hereto,
RECEIVED
�. affixed, by virtue of the powor and authority aforesaid, as of I
SUN 9
i
2015
the dayand year float above written.
I
i
RECEIVED
DCM WILMINGTON, NC
JUN 0 9 2015

STATE OF NORTH CAROLINA
By�4r�---
ATTEST:
I
F.i rrr•tar�' o Sto o ' j
APPROVED AS TO FORMt
RUPUS L. F.ONISTEN
Attorney Gonoral
Assistant Attorney General ,
I
RECEIVED
AIN 2 9 2015
"I w,,, :-.I,w
RECEIVED
%M WILMINGTON, NC
JUN 092015

I
I
j R111TF. OF NO11711 CAROLINA
011IHTY OF WAKE
T, DEBOR,N AHN CANDLER, a Notary Public in and for tha County and
grace aforesaid, do hereby cattily that JAMS B. HUHT, JR., Governor of the
State of North Carolina, and TRAD EO3E, Secretary of Stare of notch Carolina,
personally came before me this day end being by ma duly sworn may. such for
himnelf that he known cho Great Seal of the State of North Carolina and chat
tha seal affixed to thn foregoing instrument is the Grasc Seal of the State;
that JANES B, H@1T, JR,, Governor of said Stata, and THAD EORE, Secretary of
State, subscribed chair uamea characo, all by virtue of a resolution of the
Council of State; and that said instrument is the act and deed of the State
I
of Horch Carolina.
1H WITNESS WHRREOF, 1 have hereunto gat my hand and NotaTlel Seal,
thin the /7 day of J,f , 198.2oz,
My Commission Expires:
RECEIVED
JUN 2 9 g15
RECEIVED
DCM WILMINGTON, NC
JUN 0 9 2015

---------------
I
• r' NOTE. INFORMATION SHOVM ON THIS PLAN IS A COMPILATION OF SEVERA SURVEYS.
1. DEPTH CONTOURS HERE PROVIDED BY n COASTAL SERVICES INC.
EMB
. _ SEP Honeorbil0 UR, MC Stale Plane NADS3
-
1 V.,. wisW MLWBaulan Sen
Oats cd a sfltIry n c astal on segemCer is mtA Morn vtl �ego5¢M
soudia�Ke waemanemmeame orarvey as are su4ezm Maw_
- tW - - _ - - - - - 2 SPOT DEPTHS ALONG SOUTHERN PROJECT EDGE N GAHDEPA ASRYANT MET N
`,0 MEANTAKENUROMTERIIS-1 DREDGING LLC 2-162W9 PLAN. DEPTHS ARE RELATIVETO NGVDm.
MEAN LOW 4WlERIS-t KFT CD4TWRREIAnVE TO NGVD29.
3. NORMAL HIGH WATER FLAGGED BY LAND MANAGEMENT GROUP, INC.
AND SURVEYED BY n COASTAL SERVICES INC. SEPTEMBER 18, M14 SURVEY.
\ A 1 � � \Y� 4. WATERIAARDDG EWE OF MARSH GRASS DIGITIZED BY T COASTAL SERVICES INC.
'4p ` a� �`',.r AND LAND MANAGEMENT GROUP INC., WTH2012AND201014COn pPHOTOS.
5. E%ISTNG PIER,SEVER FORCE MAIN LOCATION, AND SUMMER REST ROAD
RIGHTJDF-WAY LOCATIONS PROVIDED BY JOHNNIE J NUU MS LAND SUWEYINGPC
WITH PIER LOCATION ON/RDID] AND FORCE MAIN LOCATION ON I2/10,07.
6. REEED BY CKIMA AND CREED
RIESFROM, A MAY1 14SURVEY COMPILED
SETBACKS
PROVIDEDBYMCKIMANDCREEDFRCMAAMY1. m10SURVEY EEDMAOFRIXA
1 r PRENWCATED BULKHEAD
EASTERN
YgEK. MCKIM AND CREED M1MY m10 sURJEY
- _ A `• � �� -�A� e SR FIEL111CCATEDBW(MEAOWEASTERN SIDE OF AIM,
REFERENCES PROVIDED BY MCKIM AND GREED INCLUDE,
M - �` 6 /•IN 3 g +AA/ r BOJNDARY ITEMS CASES
UTUED AMA OFRECORDED SURVEY FOR
MBNPO
q /
22BYSHERWIN D.LRIBBnTLEDTED CFb11R 19M.A
SUMMER -REST PA AbbOGATES'DATED OCTOBER t9B/.AND DEED
1
BOOK PAGE 1351
\4 1 +� a`� HIGH BNMRUWE LOWWATERUNEFRWAPIERAS-BUILTSURVEY
1�- - - b , FOR LEYBASSOGAW TES.INC. BY JOHNNY J, wAMS LAND SURVEYING, PC
V DATED AuausT m, zoos.
A
AU -OTHER iNFORAWTW,MARDG SHAREA EWE OFMARSH, PIERS,
DOCKS, FROM VARIOUS MAPS FRW MARITECH DREDGING, LLC
TITLED -BAILEY PROJECT- DATED DECEMBER 15, =L AND CCAb
ENTERPRIZES, LLC MAP TITLED 'CAMA MAJOR PERMIT PLAT' BY
DUISLE AND ASSOCIATESPC. DATED DECEMBER 11,2WD.
Legend
MHW
--------- Creek Channel Line —
(2006 survey)
Riparian Corridor Limit — —
— —
MHW and MLW
(per Deed)
Riparian Corridor Setback
Normal High Water
— W — W —
(LMG 10/2014)
Buried Sewer Line
Waterward Edge Marsh
NCDOT ROW
(mapped from aerial)
(disputed)
RECEIVED
LAND MANAGEMENT IS NOT RESPONSIBLE FOR LOCATING, OR THE LOCATION OF,
UTILITIES. ANY UTILITIES SHOWN ON THIS PLAN HAVE BEEN PROVIDED BY THIRD
PARTIES AND ARE FOR GENERAL REFERENCE PURPOSES ONLY. IT IS THE
JUN 2 9 2015
RESPONSIBILITY OF THE OWNERIAPPLICANT AND/OR CONTRACTOR TO CONTACT
A PROFESSIONAL UTILITY LOCATING COMPANY.
f%EAM-AAMy k=latr
This drawing is a compliation of various surveys and is not a
sealed survey or engineered drawing.
For CAMA permitting only. Not for construction.
IyAay�ad"t NNA \ \ ti 1�� GAP i/•Y' E v.
4,4 n'' '+ A 90' 4 a
RECEIVED
4
•
JUN 2 9 2015
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JUN 0 9 2015
00
_°°
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0 50 100 200
A
Project:
CAMA Major Permit Application
Date: 6/6/2015
Revision Date:
� LMG
Grand View Community Marina
Scale:
Job Number:
LANDMANAGEMENT GROUPING
Environmental Consultants
202 Summer Rest Road, Wilmington, NC
1" = 100'
02-14-045
3805 Wrightsville Ave., Suse 15
Mlmington, NWh Carolina 28403
Title:
Existing Conditions
Drawn By:
LMG
Figure:
2 Ot 9
Tela hone' 910-452-0001

R�
NOTE. INFORMATION SHONM ON THIS PLAN IS A COMPILATION OF SEVERAL SURVEYS.
�T
i f: -- _____
1. DEPTH CONTOURS NERE PROVIDED BY T COASTAL SERVICES INC.
SEPTEMBER 18. M14 SURVEY.
HonmMal Detum: NC SMte Plan NAD83
VMN 1 Datum: MLW BeaubO Datum
co11MeJ by n Coatal on SoomixK 15, M14Cum eM reRasnM1
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AND SURVEYED BY T COASTAL SERVICES INC. SEPTBNSER 18, M14 SURVEY.
ZED BY n AL INC
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AND LAND MANAGEMENT GROUP NL�,Va1TH 2O1SS PNCES
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RIGHIOF-VAY LOCATIONS PROVIDED BY MHNHE J VA WAMS LAND SURVEYING PC
WITH PIER LOCATION ON < 07 AND FORCE MAIN LOCATION ON 1b1607.
�F'Ab
\-I'.
W
a � B. REMAINING PROPERTY BOUNDARIES, AD.ALENT FEATURES AND AIM SETBACKS
f'
PROVIDED BY MCKIM AND CREED FRO1 A MAY 1, M13 SURVEY COIAPI-ED FROM
PRE OUS SURVEYS'MTH UNITED FIELD WORK. WWM AND CREED MAY M14 SURVEY
>
FIELDLLCATED BULKHEAD ON EASTERN SIDE OF AIM,
•
-
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REFERENCES PROVIDED BY MCKIM CREED
s
AND INCLUDE:
>
_ \
- ^
J`
q-
BOUNDARY ITEMS IN BLUE FROA A MAP RECORDED IN MB N PG
V BY SHERAIN D. CRIBS TITLED TNP OF SURVEY FOR
ylQ
SUMMER-RESTASSOCWTES' DATED OCTOBER 1586,AND DEED
BOOK W31 PACE 1350.
(/S •4 - \��\
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�W S�
HIGH WATER UNE AND LOW WATER LINE FROA A PIER AS -BUILT SURVEY
FOR RALEY&A$SDOATES.INC, BY JOINNY J. WUJAMS LAND SURVEYING, PC
s y/�P
DATED AUGUST 25, 2[X4
r
y
PIERS,
AU- OTHER IAVARIATOLMSRBHMEAE CIHI DREDGING
DREDfNGLLC
DOCKS, FROA VARIOUS MAPS FROM MARB/�S
TTtf09NLEY PROJECT DATED DECEMB
ENTERPRQES, LLC NAP TITLED MAIY-pUBLEMIDASBOCIATESP.C. MTED DECEAW'Shaded
structures are proposed.
LLIc
Legend
°
4
ApR°qCy
MHW
— Creek Channel Line —
rP2�'
s�2
LL
\
(2008 survey)
Riparian Corridor Limit
MHW and MLW
(per Deed)
Riparian Corridor Setback
R.
e �°
a�
c
RECEIVED
Normal High Water
R—�+—
000
\ 9
UN 291D15
(LMG 102014)
Buried Sewer Line
000
Waterward Edge Marsh
Proposed Dredging
(mapped from aerial)
NCDOT ROW
(disputed)
RE
EIVED
DCM WIL
INGTON, NC
a
LAND MANAGEMENT IS NOT RESPONSIBLE FOR LOCATING, OR THE LOCATION OF,
J U N O 9 2015
UTILITIES. ANY UTILITIES SHOWN ON THIS PLAN HAVE BEEN PROVIDED BY THIRD
0 50 100
200
PARTIES AND ARE FOR GENERAL REFERENCE PURPOSES ONLY. IT IS THE
RESPONSIBILITY OF THE OVMERJAPPLICANT ANMOR CONTRACTOR TO CONTACT
A PROFESSIONAL UTILITY LOCATING COMPANY.
Project:
Date:
CAMA Major Permit Application 6/82015
Revision Date:
This drawing is a compliation of various surveys and is not a
LMG
Grand View Community Marina
sealed survey or engineered drawing.
LAND MANAGEMENT GROUP io,
Scale:
202 Summer Rest Road, Wilmington, NC 1" = 100�
Job Number:
02-14-045
For CAMA permitting only. Not for Construction.
'—,.Inoo ,.ml C.o,U nt,
3805 Wri",glle Ave., Suite 15
wlmingtOn, NoM CS.Iim2Sn
Title:
Drawn By:
Proposed Dock Expansion and Dredging I_MG
Figure:
3 of 9
Tel In510-052-0001

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`Shaded structures are proposed.
Legend \erg
MHW
(2008 survey)
MHW and MLW ---
(per Deed)
Normal High Water --�—
(LMG 10/2014)
Waterward Edge Marsh
(mapped from aerial)
Creek Channel Line —
Riparian Corridor Limit — — — —
Riparian Corridor Setback
Buried Sewer Line �o
NCDOT ROW
(disputed)
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LAND MANAGEMENT IS NOT RESPONSIBLE FOR LOCATING, OR THE LOCATION OF,
UTILITIES. ANY UTILITIES SHOWN ON THIS PLAN HAVE BEEN PROVIDED BY THIRD
PARTIES AND ARE FOR GENERAL REFERENCE PURPOSES ONLY. IT IS THE
RESPONSIBILITY OF THE OWNERIAPPLICANT AND/OR CONTRACTOR TO CONTACT
A PROFESSIONAL UTILITY LOCATING COMPANY.
This drawing is a compliation of various surveys and is not a
sealed survey or engineered drawing.
For CAMA permitting only. Not for construction.
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CHANNELEXTENSION Q•
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1LMG ENT GROUP.c
a• Environmental Consultants
3805 Wnghtsville Ave., Suds 15
Nilmirgton, North Camlina 28403
a
NOTE. INFOf nONSHONMONTHISPIANISACMPl1ATIONOFSEVERALSURVEYS.
1, DEPTH CONTOURS WERE PRONGED BY TI COASTAL SERVICES INC.
SEPTEMBER 18, M14 SURVEY.
H-zomal Datum: NC Gore Raw MAWS
VeNml Datum'. MLW Beeu1M Datum
Data collected by TI Coasal on Segamlw 15, M14 atlwn ant! Waum
mmieons at man Anne.
saummnea indicate mminoma at the oma a y man aresuBjact to c,naoGa.
2. SPOT DEPTHS ALONG SOUTHERN PROJECT EDGE BY GAHAGN&BRYANT2-13-Z I,
TAKEN FROM MARITECH DREDGING LLC 2-IS-2BWPIAtJ pEPTH6 ARE RELATNE TO NGVD29,
MEAN LOW NWTER I
S
-1
54 FT CONTOUR REIATVE TO MVDM,
]. NORMAL HIGH WATER FIAGGED BY IAND MANAGEMENT GROUP, INC.
AND SURVEYED BY T COASTAL SERVICES INC. SEPTEMBER 18, M14 SURVEY.
4. WATERYa1RD EDGE OF MARSH GRABS OIGITZED BY TI COASTAL SERVICES INC,
AND HAND MANAGEMENT GROUP INC., WTH W12 AND 2010 NC OreMaP PHOTOS.
5. EKISRNG PIER, SEINER FORCE WIN LOCATION, AND SUMMER REST ROAD
RIGHT# -WAY LOCATIONS PROVIDED BY JOHNNIE J WILLIAMS LAND SURVEYING PC
NTH PIER LOCATION ON 440q7 AND FORCE MAIN-CCATCN ON 12/1007.
6. REMNMNGPROPERIYBOUNOARIES,AOWCENTFEATURESANDNYWJSETBACKS
PROVIDED BY MCItIM AID CREED FROM A MAY 1, W14 SURVEY COMPILED FROM
t: PREVIWSSURVEYSWITHUMITEDFIEIDWORK. MCKIMANDCREEDMAY2014SURVEY
FIEMD OCATED BULKHEAD ON EASTERN SIDE OF AIM,
REFERENCES PROVIDED BY MCMM AND CREED INCLIAE:
j BOUNOARYITEMS IN BWESSTITLOIAAaWMAOF BURNDEDIN MBNPG
22BYERERST D.00IA DAEDCFSURVEYIA
BOOK WREAGE 135CMTES' OATEO OCTCaER 16W, ANO DEED
BOOK 50]1 PAGE 1]511.
HIGH WATER UNE AND LOW WATER LINE FROM APIER AS -BUILT SURVEY
FOR BNIEY 8 ASSOCIATES, INC. BY JMWNY J. WILLIAMS HAND SURVEYING, PC
DATED AUGUST 25, 2W8.
ALL OTHER INFORMATION, MARSH AREA EDGE OF MARSH, PIERS,
DOCKS, FROM VARIOUS MAPS FROM MARITECH DREDGING, LLC
TRUED 9NLEY PROIECP DATED DECEMBER 15, 2009, AND CONS
ENTERPRIZES, LLC MAP TITLED 'CAMA MAJOR PERMIT PLAT BY
ONBLE AND ASSOCATES P C. DATED DECEMBER 11. 2W0.
Project: CAMA Major Permit Application
Grand View Community Marina
202 Summer Rest Road, Wilmington, NC
Title:
Proposed Docks
RECEIVED
JUN 2 9 7015
RECEIVED
DCM WILMINGTON, NC
JUN 0 9 2015
0 1 60 120
Date: Revision Date:
618/2015
Scale: Job Number:
1" = 60' 02-14-045
Drawn By: Figure:
LMG 4 of 9

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LAND MANAGEMENT IS NOT RESPONSIBLE FOR LOCATING, OR THE LOCATION OF,
This drawing is is
UTILITIES. ANY UTILITIES SHOWN ON THIS PLAN HAVE BEEN PROVIDED BY THIRD
a compliation of various surveys and not a
PARTIES AND ARE FOR GENERAL REFERENCE PURPOSES ONLY. IT IS THE
sealed survey or engineered drawing.
RESPONSIBILRYOF THE OWNER/APPLICANTAND/OR CONTRACTORTO CONTACT
For CAMA permitting only. Not for construction.
A PROFESSIONAL UTILITY LOCATING COMPANY.
HANNEL
L
WAVE RUNNER \ Y'/O/EXTENSION
,Ll� S87I'27'55"E \ \ , r Mq/�
6.40
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NOTE, INFOFIMATION SHONN ON THIS P✓IN IS A COMPIIATON OF SEVERAL SURVEYS,
1. DEPTH CONTOURS I ERE PROVIDED BY TI COASTAL SERVCES INC.
SEPTEMBER 1S, M14 SURVEY.
H.—mal Datum: NC Sbte Plena NAC83
Veniical Datum: MLW Bea" DaWm
Data Wlectett W T Coastal an Seplemt er 15, 2014y aM HaPmamt
coMleona & tlat4me.
SwMmpsIMmam comimons at the time &vane/aM are auy Wdutpe.
2. SPOT DEPTHS ALONG SOUMERN PROJECT EDGE BY GAHAGN A BRYANF2-19-2187;
TAKEN FROM MARITECH DREDGING LLC 2-1&2DIN PLAN, DEPTHS ARE REIATNE TO NGVD]H.
MEAN LOW WATER IS-154 FT CONTOUR REIATVE TO NGVO29.
3. NORMALMGHWATERFLAGGEDBYI WMANAGEMENTGRWP,INC.
AND SURVEYED BY T COASTAL SERVICES INC. SEPTEMBER 1a, M14 SURVEY.
4 WATERWARD EDGE OF MARSH GRABS DIGITIZED BY T COASTAL SERVICES INC.
AND LAND MANAGEMENT GROUP INC.. WITH X12 AN)2W0 NC O-MaP PHOTOS.
5. EXISTING PIER. SEWER FORCE MAIN LOCATION. AND SUMMER REST ROAD
RIGHT-0E-MY LOCATIONS PROVIDED BY JOHNNIE J WILLIAMS UwD SURVEYING PC
WITH PIER LOCATION ON 4 07 AND FORCE MAIN LOCATION ON IVI=7.
S. RWAMWPROPERTY MMMES.ADWCEMFF MT SMDNW SETHACKS
PRONGED BY MCKIM AND CREED FRIXM A MAY 1, 21114 SURVEY COMPILED FROM
PREWOUSSURVEYS'MTHLIMITEDFIELDNpRK. MCKIMANDCREEDMAYNI145l1RVEY
FIELDLOCATED BULKHEAD ON EASTERN SIDE OF AIMW
REFERENCES PROVIDED BY MCKIM AND CREED INCLUDE:
BOUNDARY ITEMS IN BLUE FROM A MAP RECORDED IN MB N PG
22 BY SHERWN D. CRIBB TITLED TMP OF SURVEY FOR
SUMMER-REBi ASSCCWTES" DATED OCTOBER 1904. AMJ DEED
BOOK W31 PACE 1350
HIGH NNTER UNE AND LOW WATER LINE FROM A PIER ASEULT SURVEY
FOR BAILEY A ASSOGATES, INC. 0Y JOHNNY J. WILLIAMS UHD SURVEYING. PC
DATED AUGUST 25.2M
ALL OTIHER INFORMATION. MARSH AREA EDGE OF MARSH, PIERS.
DOCKS, FROM VARIOUS MAPS FROM MARITECH DREDGING. LLC
TITLED'BNUEY PROJECT' DATED DECEMBER 15, PA, AND CGRS
EWERPR2ES, LLC MAP TTUED "CAMA MAJOR PERMIT PLAT' BY
OUBLEAND ASSODATES P C. MTED DECEMBER 11, 2000.
Legend
MHW — — —
(2008 survey)
MHW and MLW
(per Deed)
Normal High Water --�—
(LMG 10/2014)
Waterward Edge Marsh
(mapped from aerial)
Creek Channel Line — — — —
Riparian Corridor Limit — — — _ RECEIVED
JUN 2 9 7015
Riparian Corridor Setback ecA «e, ttw
Buried Sewer Line R&M -- I V E D
DCM WILMINGTON, NC
NCDOT ROW — II qq
(disputed) *Shaded structutb�re pioposed.
0 20 ao so

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C"
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.o-
III[`;
HANNEL
,� \ ♦ �� oFA II YAK/WAVEJ8INNER �• �` ENSION / P
LAUNCH AFjFA
F40
363 S77-00.1 ,E ` S81' '43' 77.77 ;'ti / 587-�T5-S€--"' _1"' "_ - ____----
& ' 54.43 < ; S87'53'12"E 4 16.40-----------------
- - -�
CO,�♦ Vic,
Fn
r ♦ Ln j
Proposed Excavation • _' ,' ,�' ,
Total = 810 cy
Spot Depths Relative to
A NGVD29. MLW is -1.54 \ '
below NGVD29. (^ '
J
Contours Relative to MLW. '
II A
�! P
00
/� TOti
900 �.
LAND MANAGEMENT IS NOT RESPONSIBLE FOR LOCATING, OR THE LOCATION OF,
UTILITIES. ANY UTILITIES SHOWN ON THIS PLAN HAVE BEEN PROVIDED BYTHIRD
PARTIES AND ARE FOR GENERAL REFERENCE PURPOSES ONLY. IT IS THE
RESPONSIBILITY OF THE ONMEWAPPLICANT AND/OR CONTRACTOR TO CONTACT
A PROFESSIONAL UTILITY LOCATING COMPANY.
This drawingliatif various and is not a
Is a com P on osurveys a
LMG
LAND MANAGEMENT GRDUP,ec
sealed survey or engineered drawing.
env anra/ canswram:
For CAMA permitting only. Not for construction,
3805 Wrightsville Ave., SDw 15
W lmirgtun, North CanAm 2sKG
Teleohgne. 910452-0001
NOTE. INFORMATION SHOMM W THIS PLAN IS A COMPILATION OF SEVERAL SURVEYS.
1. DEPTHCg OWSWEREPROVIDEDBYTCOASTALSERVICESINC.
SEPTEMBER 18 n14 SURVEY.
Han Mel Dtl NC Stale Plane RADIO
VeN l Dwum:MLW Bew(onDW
Deta 'tWW N, Tl CoasWI on SertePie 15, 21114~ eM repeanR
wMb a1 MN bl
SKKWip rd' N wnditims M M. b..1 iY, aM arew omega.
2. SPOT DEPTHS ALONG SOUTHERN PROJECT EDGE BY GAHAGN B BRYANT 2-RLM7',
TAKEN FROM MARITECH DREDGING LLC 2-16 2WV PLAN. DEPTHSARE REIATIVETO NGVD23.
MEANLOWWATERIS-1.Se FTCONTOURREIATNETONG M.
3. NIXt HIGHWATERFI WEDBYLANDMANAGEMENTGRWP,IW
AND SURVEYED BY TI COASTAL SERVICES INC. SEPTEMBER 19. M14 SLPVEY.
4. WATERWARDEDGEOFMARSHGRASSDIGITIZEDBYnCWSTALSERVICESINC.
AND LAND MANAGEMENT GROUP INC., WTHXH2AND2010NCCre wPHOTOS.
5EXISTING PIER, SEWER FORCE MAIN LOCATION, AND SUMMER RESTROAD
RIGHT-0E-MY LOCATIONS PROVIDED BY JOHNNIE J NUUMAS LAND SURVEYING PC
WITH PIER LOCATION W 4 07 AND FORCE MAN LOCATION ON 12/IW
S. RWNWNGPRDPERWWUNWWES,AD. MWFEA WSANOAMSETB4CKS
PROVIDED BY MCKIM AND CREED FROM A MNY 1, Ml4 SURVEY CWMLED FROM
PREMCUSSURVEYSAIDIUMITFDFIELDINCIRK. MCKIM AND CREED My W14SURVEY
FIELDIOCATEO BIRKHEAD W EASTERN SIDE OF AIWW.
REFERENCES PROVIDED BY MC10M AND CREED INCLUDE'.
BOUNDARY ITEMS IN BLUE FROM A MAP RECORDED IN MB 24 PG
M BY SHEMIN M CRIBB TTLED TMP OF SURVEY FOR
BUMMER
-REST ASSOCIATES DATED OCTOBER 1981, AND GEED
BOOK W31 PAGE 1350.
HIGH YWTER UNE AM LOW MUTER LINE FROM A PIER ASEUILT SURWf
FOR BAILEY d ASSOCIATES, INC. BY JOHdNY J. WILLIAMS IAND SURVEYING. PC
DATED AUGUST 25, AXIS
ALL OTHER INFIXAUTON, MARSH AREA EDGE OF MARSH, PIERS,
DOCKS, FROM VARIOUS MAPS FROM MARITECH DREDGING, LLC
T TLED'BNIfY PROJECr DATED DECEMBER 15, 290R AND CGRS
ENTERPRIZES. LLC MAP TITLED'CAMA MAJOR PERMIT PILXr BY
DUIBM ANDASSCCIATES P C. DATEO DECEMBER 11, 2TXI,
Legend
MHW — — —
(2008 survey)
MHW and MLW------------
(per Deed)
Normal High Water --�+—
(LMG 10/2014)
Waterward Edge Marsh
(mapped from aerial)
Creek Channel Line —..—..—, RECEIVED
Riparian Corridor Limit — — — JUN 2 9 2015 —
Riparian Corridor Setback — — — — — — —
Buried Sewer Line a -------------- 6
Proposed Dredging
(-4' MLW final) DCM WILMINGTON, NC
NCDOT ROW JUN 0 9 2015
(disputed) 0 15 30 60

Vertical Datum Is NAVD 88.
Water Depths Are Relative To MLW.
Cross Section A
Proposed Dredging
Floating Finger
A Mooring Pile Floating Dock Spine All
Floating Finger I
10 10
6 __ 6
MHW
2 —laLw-
2 3
-2 2
-6__. _ -6
-10 — _ -10
0+00 0+50 1+00
Ex. Grade
Excavation Area
Piling depths
per contractor
Project: CAMA Major Permit Application
LMG Grand View Community Marina
LAND MANAGEMEFr
GROUP
Environmental Consul1tantsr.mt, we 202 Summer Rest Road, Wilmington, NC
3805 Wrightsville Ave., Suite 15 Title:
Wilmington, North Camlins2e403 Proposed Dredging Cross Section
Telephone910-452-OWJ
RECEIVED
JUN 2 91015
RECEIVED
DCM WILMINGTON,
JUN 092015
1 20 ao
5/4/2015
Job Number:
V = 20' 02-14-045
By: Figure:
LMG % of g

RECEIVED
JUN 2 9 70A
k�uW' •Wt �� —4"'
RECEIVED
CM WILMINGTON,
JUN 0 9 2015
Tax Parcels and 2010 Aerial Photography obtained from New Hanover County GIS.