20110410 Ver 3_CAMA Application_20160316

Coastal Management
ENVIRONMENTAL QUALITY
March 15, 2016
MEMORANDUM:
aAl PAT MCCRORY
12 a Goremor
TO: Chad Coburn
401 / DWR
Wilmington RO
NALD R. VAN DER VAART
RECEIVED/NCDENRIDW Secrelaq
BRAXTON DAVIS
MAR 16 2016 Dimclo,
Water Quality Regional
operations Section
Wilmington Regional Office
FROM: Heather Coats, Assistant Major Permits Coordinator
NCDEQ — Division of Coastal Management
127 Cardinal Drive Ext., Wilm., NC 28405 heather. coats(a)ncdenraov
Fax: [phone] (Courier 04-16-33)
SUBJECT: CAMA / Dredge & Fill Application Review
Applicant: Bailey & Associates, c/o Chris Bailey (Grand View Marina)
Project Location: 202 Summer Rest Rd., adjacent to Molts Creek /AIWW/Greenville Sound
in Wilmington, New Hanover County
Proposed Project: to expand an existing docking facility to accommodate 12 vessels
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Heather Coats at the address above by April 7, 2016. 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
Nothing Compares -.
State of Nonh Carolina I Enviromnental Quality I Coastal Management
127 Cardinal Drive E.L, Wilmington, NC 28405
910-796-7215

Name of Property Owner Requesting Permit: Bailey and Associates Inc
Mailing Address:
Phone Number:
Email Address:
I certify that I have authorized
P.O. Box 400
Jacksonville NC 28541
910-346-8443
[e-mail]
to act on my behalf, for the purpose of applying for and obtaining all CAMA permits
necessary for the following proposed development:
Grand View Community Boating facility
at my property located at 202 Summer Rest Road, Wilmington, NC ,
in New Hanover County.
1 furthermore certify that I am authorized to grant, and do in fact grant permission to
Division of Coastal Management staff, the Local Permit Officer and their agents to enter
on the aforementioned lands in connection with evaluating information related to this
permit application.
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Date s�--
This certification is valid through ! l�

MAJOR PERMIT FEE SCHEDULE
��` Sweyer/New Hanover/$400 #46556
DCM %
DWQ %
Development Ta
Fee
14300160143510009316256253
2430016024351000952341
I. Private, non-commercial development that does
not involve the filling or excavation of any
wetlands oro en water areas:
$250
100%($250)
0%($0)
II. Public or commercial development that does
not involve the filling or excavation of any
wetlands oro en water areas:
$400
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.
or D below applies:
III(A). Private, non-commercial development, if
General Water Quality Certification No. 3490
See attached can be applied:
$250
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)
I I I(C). If General Water Quality Certification No.
3490 (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 oraquatic life:
$400
60%($240)
40%($160)
111(D). If General Water Quality Certification No.
3490 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
and/oro en water areas:
$475
60%($285)
40%($190)

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4.
5.
6.
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DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME: Bailey and Associates, Inc. c/o Chris Bailey
PROJECT NAME: Grand View Community Marina
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
INVESTIGATION TYPE: CAMA and D & F
INVESTIGATIVE PROCEDURE: Dates of Site Visit -2/25/2016
Applicant Present — No
PROCESSING PROCEDURE: Application Received — 2/29/2016 (completed)
Office — Wilmington.
SITE DESCRIPTION:
(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 12 vessels.
(G) Estimated Annual Rate of Erosion: N/A
Source- N/A
HABITAT DESCRIPTION: [AREA]
DRFDGRD FILLED OTHER
(A) Vegetated Wetlands (Coastal Wetlands)
(Shaded)
635 sq. ft.
(B) Non -Vegetated Wetlands
5,334 sq, ft.
incorporated
(Open water)
2,106 sq. ft.
(C) Other (Highground) Disposal Site
13,068 sq. ft.
(D) Total Area Disturbed: —21,143 sq. ft. (-0.48 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 12 vessels.

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 Hwy 74/76 drawbridge to Wrightsville Beach and is directly across the AIW W from the NC Wildlife
Resources Commission (NCWRC) public boat ramp at Wrightsville Beach, approximately 650'east.
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" site, 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 111 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 linear feet
(LF) 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, which is approximately 130' in width at the narrowest point at
the mouth. A large oyster -rock on the north side of the creek creates this restriction. 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 AIW W 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 an associated boat basin and access channel to the AIW W 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
mean low water (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 altern f ora), ranging from 40' to 120' in width. At the transition to
highground, there is 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, which was authorized under CAMA General Permit No. 51962-D. Waterward of the
timber bulkhead is an access pier that extends towards the AIW W, which runs parallel to Motts Creek towards the
AIW W. The access pier terminates onto a floating dock via an access ramp that nuns parallel to the AIW W. 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 AIW W under the
Wrightsville Beach drawbridge. This facility was authorized through State Permit No. 84-01.
There is an existing sewer force main, which is known as the Northeast Interceptor (NEI), which crosses property. The
Town of Wrightsville Beach obtained State Permit No. 100-78 and 106-78 for the approximately 800 LF 14"
subaqueous line on July 10, 1978, which is located on the north side of the drawbridge to the Town of Wrightsville
Beach. It appears through the file review, the Town of Wrightsville Beach obtained an easement from the State on May
27, 1982 for the NEI within four (4) waterbodies, which includes this section of the AIW W north of the US Hwy 74/76.
Wastewater is collected and pumped under the AIW W 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.

Bailey and Associates c/o Christopher Bailey- Grand View Community Marina
Page 3
The application states that the location of the NEI was surveyed on 12/10/2007 and resurveyed in 8/2015 by Johnnie
Williams Land Surveying PC. There also appears to be telephone lines that were located on the referenced revised
drawings dated 06/26/2001 in State Permit No. 84-01 application.
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 AIW W federal channel and the N.C. Department of
Transportation (NCDOT) 150' right-of-way from the bridge. Further, the referenced drawings for State PennitNo.
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 of the 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 of the existing NEI sewer line. The NEI was partially located in the
field on 12/10/2007 by the acting agent at the time of the modification request. The portion ofthe located 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 was due to expire on 12/31/2008, however, State Permit No. 84-01
was subject to extension by the Session Law 2009-406, as amended by Session Law 2010-177, the Permit Extension
Act. State Permit No. 84-01 expired on 12/31/2012 (See Sheets 1 and 2 of 9 and Project Narrative). .
State Permit No. 13-86 was issued to a previous property owner (Consolidated Ventures Corporation c/o David
Winner) on 11/19/1986 for a ten (10) slip docking facility at this property, which included excavation for a boat basin.
Based on a file review, it appears the applicant received a Special Use Permit (No. S-22 7/84) from New Hanover
County. The field investigation report stated that the anchor pilings would be set 20' to either side of the force main in
order to meet conditions of the special use permit. Also the pier would be bolted together in such a manner that it can
be removed in the event the force main needs repair. 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
verb that the line will have 4' cover remaining." The proposed docking facility ran parallel to Molts Creek and the
traditional navigation to the AIW W 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 NCDOT 1989 aerial photography.
There have been other CAMA Major Permit applications by the current applicant submitted for expansion of the
existing docking facility over the last five years or so, which have been withdrawn. The most recent permit application
submitted in 6/2015 was recently withdrawn dated received by this office on 2/29/2016 at the same time this permit
application was submitted. The last 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 for the previous application submittal.

Bailey and Associates c/o Christopher Bailey- Grand View Community Marina
Page 4
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 the AIW W in the project area 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 (AIW W) to accommodate 12 vessels. The application states that approximately 111' of the existing access
pier would be removed and that the existing floating, measuring approximately 60' in length by 6' in width would be
re -used or replaced and relocated/rotated. The applicant 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 last surveyed by
the applicant in 8/2015. In addition, the application states that the dredging limits would maintain an approximately
10' separation from existing coastal wetlands. An area approximately 115' in length and ranging from 30' to 60' 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 593 cubic yards of material, which would be hauled to a privately owned
spoil island located approximately 0.4 miles south of the project site at the confluence ofthe AIW W and Motts Channel
(US Army Corps of Engineers (USACE) Disposal Site No. 0248), which is privately owned by Shore Acres Co. The
application states the owner has authorized the use of the spoil site. 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 (See Sheets 6, 7, 8 and 9 of 9).
A new angled section of access pier is proposed from the existing access pier and would extend towards the AIW W,
measuring approximately 12' in length by 6' in width and would extend towards the AIW W, which would terminate to
an uncovered deck, measuring approximately 6' in length by 15' in width just landward of the edge of coastal wetlands.
The uncovered deck would then lead onto an irregular shaped covered platform, ranging from approximately 12' to 20'
in length by 18'to 24' in width, which would be located over open water. An access ramp would lead onto a new main
floating dock, measuring approximately 108' in length by 6' in width that would extend towards the AIW W, essentially
in the same alignment as the access pier. The main floating dock would terminate onto the existing slightly rotated
floating dock, measuring approximately 60' in length by 6' in width creating an "L-shaped" configuration towards the
north at the existing northern piling to intersect the property's southern riparian corridor setback at aright angle. Based
on the application, the existing force main is directly below this floating dock. Further, the application drawings
depicts this existing floating dock is currently and would be continue to be located partially within the extension of the
access channel to the private docking facility to the north, aforementioned.
Three (3) floating finger piers, two (2) measuring approximately 35'in length by 3.5' in width and one (1), measuring
approximately 25' in length by 3.5' in width, and approximately 34' between each of them would extend from the main
floating dock towards Motts Creek. Two (2) tie pilings would be located between each of the finger piers to
accommodate slips # 1 through #6. The application states that the remaining floating dock system would accommodate
side -to dockage for slips #7 through #12. A "floating deck", measuring approximately 15' in length by 6' in width
would be located on the most landward end of these floating finger piers within slip #1. 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 12 permanent slips (See Sheet 5 of 9).
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 (20' x 9') would be located over open water (See Sheets 1 through 9 of 9 and Project
Narrative).

Bailey and Associates c/o Christopher Bailey- Grand View Community Marina
Page 5
10. ANTICIPATED IMPACTS:
The proposed marina docking facility construction would incorporate 2,106 sq. ft. ofEstuarine 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 635 sq. ft. of coastal wetlands, vegetated primarily with
Smooth Cordgrass (Spartina alterniflora). The application states that the proposed docking facility would accommodate
up to12 slips for mixed type vessels ranging from 16' to 30' in length. The proposed excavation would impact
approximately 5,334 sq. ft. of shallow bottom area through the use of mechanical dredging, resulting in the removal of
approximately 593 cubic yards (CY) of material. It appears the proposed excavation and structures were designed to
avoid the NEI. The application states the NEI ranges from 3.1' to 4.2' below the substrate/mud within the project area.
Water depth in the location of the NEI ranges from approximately -5' to -1 P @ MLW. 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. Based on the submitted drawings, the proposed
pilings for the associated structures would range in distance from 10' to 15' to the existing force main. It also appears
that a portion of the new marina docking facility would be located within an easement from the State to the Town of
Wrightsville Beach for the existing sewer force main.
The disposal of the material would impact approximately 13,068 sq. ft. of highground, which would be located onto an
existing spoil island approximately 0.4 miles south of the project site at the confluence of the AIWW and Motts
Channel (USACE Disposal Site No. 0248). The proposed marina structures would extend approximately 125' 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 of the waterbody. The proposed marina docking facility appears to meet the required 80' setback from the
USACE AIWW federal channel. Based on the provided drawings, the southern portion of the proposed marina
docking facility would not encroach into the N.C. 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, which was established in the application under State Permit No. 84-01. 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 marina docking
facility would be located outside the footprint of the 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 15A NCAC 07H.0208(b) Specific Use Standards (6)(1) states: "When
shoreline configuration is such that aperpendicular 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.

Bailey and Associates c/o Christopher Bailey- Grand View Community Marina
Page 6
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 AIW W via an access channel at the mouth of Motts 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 AIW W. During the busy summer months, this area of the
AIW W 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 project or its later use. A fairway of reasonable 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 AIW W 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 NEW. Minor increases in turbidity
should be expected during the construction; however no long term adverse impacts are anticipated.
Submitted by: Robb L. Mairs Date: 3/15/2016 Office: Wilmington

CAMA Major Permit Application
Project Narrative
Grand View Community Boating Facility
202 Summer Rest Road
Wilmington, New Hanover County, North Carolina
February 18, 2016
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, just north of the Wrightsville Beach Bridge. The property
abuts Motts Creek and the Atlantic Intracoastal Waterway (AIWW) with riparian access to Motts Creek on
the northern side of the property and to 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. Upland
portions of the property are located within the City of Wilmington. Riparian areas below mean high water
are within the jurisdiction of New Hanover County.
The property currently contains a 652 -ft long fixed pier which accesses a 60 -ft long floating dock (inside
dimension) with 2 boat slips parallel to the AIWW (CAMA Permit 84-01). The existing floating dock is located
approximately 12' landward of the quarter waterbody setback, which is more restrictive than the AIWW's 80'
structure setback 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 NCDEQ, 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 (which are provided 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.
Grand View Community Boating Facility, Bailey and Associates, Inc.
CAMA Major Permit Application, Project Narrative, February 18, 2016 RECEIVED
1 DCM WILMINGTON, NC

A portion of the Northeast Interceptor (NEI) sewer line (from the Town of Wrightsville Beach) is buried within
the riparian corridor of this property. The existing fixed pier and the floating dock cross over the buried line,
with existing pilings avoiding the line. The location of the NEI was surveyed on 12/10/2007 by Johnnie
Williams Land Surveying PC. Since no surveyed location or easement was available from the Town of
Wrightsville Beach, a professional utility location service was used to locate and resurvey the line in 8/2015
to ensure planned pilings and dredging will avoid the line.
Previous CAMA Permits and Applications
CAMA Permit 13-86 was issued to Consolidated Ventures for this parcel in November 1986 and authorized
a ten -slip dock with dredging. Those structures were not fully constructed, and CAMA Permit 84-01 was
issued to CGRS Enterprises, LLC on 7/3/2001 for construction of a fixed access pier and floating dock.
CAMA Permit 84.01 was renewed until 12/31/2006 and transferred to Bailey and Associates, Inc. on
5/4/2006. Upon purchase of the property, Bailey and Associates initiated plans for expansion of the existing
dock with a proposed layout similar to that approved by CAMA Permit 13-86. A minor modification of the
permit for a slight southern realignment of the pier was approved on 5/27/2008 while plans for expansion of
the dock system were developed. A Major Modification request for the expansion was submitted in 2010
and placed on hold. The CAMA Major Permit application submitted in 6/2015 resumed permitting efforts, as
does this current permit application.
Proposed Project
Bailey and Associates, Inc. is proposing to expand the existing docking facility to provide a total of 12 slips,
ranging between 25' and 30' in size. Six of the slips, those on the outside of the "t' head and floating dock
spine, would provide side -to dockage. All slips would serve residential units within the Grand View mixed-
use development located at 7205 Wrightsville Avenue (the former "Babies Hospital", New Hanover County
parcel R05714-002-003-000). The residential component of the mixed-use redevelopment will provide 111
residential units. 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.
The existing floating dock will be re -used or replaced in its current dimensions. The floating dock will be
rotated at the existing northern piling to intersect the property's southern riparian corridor setback at a right
angle, One hundred eleven (111) feet of the existing fixed pier will be removed to allow for expansion of the
floating dock system. A 108.8-Ift floating dock will be placed perpendicular to the AIWW and will connect to
the rotated "t" dock. Three new finger piers will be constructed: one 25 -ft in length and two 35 -ft in length.
The resulting floating dock system will provide: one 25' slip; five 35' slips; and six side -to slips approximately
Grand View Community Boating Facility, Bailey and Associates, Inc. RECEIVED
CAMA Major Permit Application, Project Narrative, February 18, 2016 DCM WILMINGTON, NC
2

25' in size. Floating docks will be accessed by a ramp from the existing fixed pier, and pilings will be
installed to secure the floating docks and for boat mooring purposes. All structures would remain outside of
the right-of-way identified by NCDOT.
A fixed platform is also proposed at the end of the fixed pier. The platform would be 456.5 sq.ft. in size, with
360 sq.ft. roofed and 96.5 sq.ft. open deck over coastal marsh. A 9'x 14' fixed gazebo with a 5'x 20' deck is
proposed on Motts Creek and would be accessed by a new fixed pier extending 73' from the existing fixed
pier.
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 5,334 sq.ft., and the dredge volume is anticipated to be
approximately 593 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.
The piling and dredging plans have been designed to avoid the surveyed position of the buried force main
by a minimum of 15 feet. 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.
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" for the NEI sewer line. As of today, there has been no response
to this public records request.
Grand View Community Boating Facility, Bailey and Associates, Inc. RECEIVED
CAMA Major Permit Application, Project Narrative, February 18, 2016 DCM WILMINGTON, INC

TO WILMINGTON
• UND LMNAGEMENT GROUP nc
Environmental Consultants
3805 Wrightsville Ave., Suite 15
Mlmington, North Carolina 28403
Telephone: [phone]
Project: CAMA Major Permit Application
Grand View Community Boating Facility
202 Summer Rest Road, Wilmington, NC
Site Location
1/6/2015
9cy
RECFNED
DCM WILMINGTON,
'J (i
NTS 02-14-045
lwn By: Figure:
McKim and Creed 1 Of 9

DCM MP -1
APPLICATION for
Major Development Permit x
(last revised 12/27(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 Boating Facility
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.G. 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
cwbailey@baileyandassociales. biz
2. Agent/ContractorInformation
Business Name
Land Management Group, Inc.
Agent/ Contractor 1: First Name
Steve
MI
Last Name
Morrison
Agent/ Contractor 2: First Name
Laura
MI
Last Name
Stasavich
Mailing Address
3805 Wrightsville Ave., Suite 15
PO Box
City
Wilmington
Slate
NC
ZIP
28403 _7
Phone No. 1
910-452-0001 ext.
Phone No. 2
ext.
FAX No.
910 452 0060
Contractor #
Street Address (if different from above)
City
State
ZIP
Email
[e-mail]; [e-mail]
<Form continues on back> RECEIVED
DCM WILMINGTON, NC
252.606=2606 :: 1.666-46' COAZY :: enrww.n��®astalrrearaageareevu t. rret

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
N/A- will serve Grand View residential units
Wilmington
NC
28403 -
Phone No.
Lot No.(s) (if many, attach additional page with list)
ext.
N/A, I I ,
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
(A? e 9W
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.
How does local government zone the tract?
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.ft.)
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 alterniflora, Distichlis spicata, Limonium carolinianum,
Spartina patens, and Salicornia depressa. Upland on the property is largely vegetated by Morella 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 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?
1. 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 [INA
National Register listed or eligible property?
DCM WILMINGTON,KD
NG
888-808-2808 :: 1.888.41RCOAST :: www.necoastalmaaagement.nat

Form DCM MP -1 (Page 3 of 5)
<Form continues on next page>
APPLICATION for
Major Development Permit
m. (i) Are there wetlands on the site? ®Yes []No
(ii) Are there coastal wetlands on the site? ®Yes ❑No
(iii) If yes to either (i) or (ii) above, has a delineation been conducted? ®Yes []No
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
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 ❑Publio/Government
®Private/Community
b.
Give a brief description of purpose, use, and daily operations of the project when complete.
Purpose is to expand the existing docking facilities to provide six boat slips 25' and 35' in size, and 168 Ift of side -to dockage
for approximately six 25' slips. All boat slips would serve the residential component of the Grand View project currently
under construction at 7205 Wrightsville Avenue. Slips would be available for use by residents 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 the AIW W -- construction of new floating dock and 3 finger piers to provide 6 boat slips 25' to 3' in size, and 168 Ift of
side -to dockage for 6 slips 25' in size. Construction of one fixed platform, partially roofed. Dredging within 5,334 sq.ft. of
public trust bottom to final depth of 4 MLW. 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
I.
What is the approximate total disturbed land area resulting from the proposed project? No upland disturbance, Dredging
below NHW — 5,334
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 stale.
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
j.
Is there any mitigation proposed? ❑Yes ®No [INA RECEIVED
If yes, attach a mitigation proposal. DCM WILMINGTO
252.808-2808 :: 9.888-4RC®AST :: www.nccoastalmanagament.n
NC

Form DCM MP -1 (Page 4 of 5)
<Form continues on back>
APPLICATION for
Major Development Permit
B. 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) — Mare 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 stale application only) or other instrument under which the applicant claims title to the affected properties.
e. The appropriate application fee. Check or money order made payable to DENR.
f. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such
owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in
which to submit comments on the proposed project to the Division of Coastal Management,
Name 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 Go Mr. Stoney Mathis, PE (US 74/76 to the south) Phone No.
Address 5501 Barbados Blvd., Castle Hayne, 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, 7/3/01.
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
1 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 _February 18, 2016 Print Name Land Management Group, Inc., agent
Signature
Please indicate application attachments pertaining to your proposed project.
®DCM MP -2 Excavation and Fill Information ❑DCM MP -5 Bridges and Culverts
❑DCM WILMINGTON, MP -3 Upland Development RECEIVED
MING TON, NC
252.808.2608 :: 9.888-4RCOA8T :: www. nccoastalmanagenrent. net

Form DCM MP -1 (Page 5 of 5)
®DCM MP -4 Structures Information
APPLICATION for
Major Development Permit
RECEIVED
DCVI WILMINGTON, NC
?'
252-808.2808 :: 1.888-4RC®AST :: wrwrw.neeoastalmanagement.net

Form DCM MP -2
EXCAVATION and FILL
(Except for bridges and culverts)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP -1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
Describe below the purpose of proposed excavation and/or fill activities. All values should be given in feet.
1. EXCAVATION
a. Amount of material to be excavated from below NHW or NWL in
cubic yards.
Approximately 593 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
2. DISPOSAL OF EXCAVATED MATERIAL
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. (i) Does the disposal area include any coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB _
❑WL ®None
(ii) Describe the purpose of disposal in these areas:
[]This section not applicable
b. Type of material to be
Bottom sediments of AIWW; grain size anticipated to be
primarily sand.
d. High -ground excavation in cubic yards.
None.
[]This section not applicable
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
(it) If yes, where?
Anticipate future requests for use of same disposal
area.
(i) Does the disposal include any area in the water?
[]Yes ®No ❑NA
(it) If yes, how much water area is affected?
N/A
,�ECEIV EU
DCM WILMINGTON, NC
252=80e=2808 :: 7.88"aD®Aai :: wwwr.mcc®astatmanagernent.net reviseel:-9%/i61t16
Access
Other
Channel
(NLW or
Canal
Boat Basin
Boat Ramp
Rock Groin
Rack
Breakwater
(excluding
shoreline
NWL)
stabilization
Length
N/A
N/A
Irregular.
N/A
N/A
N/A
N/A
Total Area =
Width
N/A
N/A
5,334 sq.ft.
N/A
N/A
N/A
N/A
Avg. Existing
N/A
N/A
-1.0' MLW
N/A
NA
NA
N/A
Depth
Final Project
N/A
N/A
4' MLW
N/A
NA
NA
N/A
Depth
1. EXCAVATION
a. Amount of material to be excavated from below NHW or NWL in
cubic yards.
Approximately 593 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
2. DISPOSAL OF EXCAVATED MATERIAL
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. (i) Does the disposal area include any coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB _
❑WL ®None
(ii) Describe the purpose of disposal in these areas:
[]This section not applicable
b. Type of material to be
Bottom sediments of AIWW; grain size anticipated to be
primarily sand.
d. High -ground excavation in cubic yards.
None.
[]This section not applicable
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
(it) If yes, where?
Anticipate future requests for use of same disposal
area.
(i) Does the disposal include any area in the water?
[]Yes ®No ❑NA
(it) If yes, how much water area is affected?
N/A
,�ECEIV EU
DCM WILMINGTON, NC
252=80e=2808 :: 7.88"aD®Aai :: wwwr.mcc®astatmanagernent.net reviseel:-9%/i61t16

Form ®CM P_2 (Excavation and Filli, Page 2 of 3)
NIA
[]Bulkhead ❑Riprap ❑Breakwater/Sill []Other: Width: _
c. Average distance waterward of NHW or NWL: d. Maximum distance watenvard of NHW or NWL:
e. Type of stabilization material: 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.
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. (1) 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 fill
5. GENERAL
a. How will excavated or fill material be kept on site and erosion
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
February 18, 2016
Date
Grand View Community Boating Facility
suomergea aquatic vegetation tbAv/, snen oouom tan/, or
other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV _ ❑SB
❑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, piling rig.
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.
Project Name
RECEIVED
DCM WILMINGTON, NC
k'_t; r' ?Ij'ii
2s2.808=2808 :: 9=008.411 :: www.necoastalreanagement.net revised: 12/26/08

Forint OCM Mfr -2 (Excavation and Fill, Page 3 ®4 3)
Bailey and Associates, Inc.
Applicant Name
A&° F
RSesif(r�Nl.
Applicant Signature
RECEIVED
DCNi WILMINGTON, NC
262-808.2808 :: 9=8884RC®AST :: www.ncc0astalmaueace-ment,n9t revised: 12/26/06

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 ❑Public/Government ®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 ONO
(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 ONO
(iv) Width Please see attached MP -4 supplement
(v) Floating ®Yes ❑No
e. (i) Are Platforms included? ®Yes ❑No
f. (1) Are Boatlifts included? []Yes ONO
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 ENO
Note: Roofed areas are calculated from dripline dimensions.
g. (i) Number of slips proposed
h. Check all the types of services to be provided.
6 with 166 Ift of side -to dockage (approx 12 total)
❑ Full service, including travel lift and/or rail, repair or
maintenance service
(ii) Number of slips existing
Dockage, fuel, and marine supplies
2
® Dockage ("wet slips') only, number of slips: 12
❑ Dry storage; number of boats: _
❑ Boat ramp(s); number of boat ramps:
❑ Other, please describe:
1. 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:
k. Typical boat length: 161c, 30' I. (1) Will the facility be open to the general public?
❑Yes ®No
m. (i) Will the facility have lie pilings?
®Yes ONO RECEIVED
(ii) If yes number of tie pilings? DCM WILMINGTON, NC
9
252-808-2808 :: 9.888-411c®A88 ::varvvwr.nuc®astalnrawa��aaient.net revised: 12127/06

Form ®CM MP -4 (S8eu ctu res, Page 2 of 4)
2. DOCKING FACILITY/MARINA OPERATIONS El 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. -
t- 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.
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 AIWW.
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.
RECEIVED
DCM WILMINGTON, NC
3,rl�i,
252-806-2806:: 8.888-4�CoA5H :: wwwr,wce®as8almana� 4.n®4 P���sed�9 �/21106

Form 0CM MP -4 (Structures, Page 3 of 4)
m. Is the marina/docking facility proposed within a primary or secondary nursery area?
[]Yes ®No
n. Is the marina/docking facility proposed within or adjacent to any shellfish harvesting area?
❑Yes ®No
o. Is the marina/docking facility proposed within or adjacent to coastal wetlands/marsh (CW), submerged aquatic vegetation (SAV), shell bottom
(SB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected.
❑CW ❑SAV ❑SB
❑WL ®None
p. Is the proposed marina/docking facility located within or within close proximity to any shellfish leases? []Yes ®No
If yes, give the name and address of the leaseholder(s), and give the proximity to the lease.
NIA
13. BOATHOUSE (including covered lifts) ®This section not applicable
a. (i) Is the boathouse structure(s):
❑Commercial ❑PublidGovernment ❑Private/Community
(ii) Number
(iii) Length _
(iv) Width
Note: Roofed areas are calculated from dripline dimensions.
14. GROIN (e.g., wood, sheetpile, etc. If a rock groin, use MP -2, Excavation and Fill.) ®This section not applicable
a. (i) Number
(it) Length
(iii) Width
15. BREAKWATER (e.g., wood, sheetpile, etc.) ®This section not applicable I
a. Length
c. Maximum distance beyond NHW, NWL or wetlands
b. Average distance from NHW, NWL, or wetlands
6. MOORING PILINGS and BUOYS ❑This section not applicable
a. Is the structure(s):
❑Commercial ❑PublidGovernment ®Private/Community
C Distance to be placed beyond shoreline Tie piles range from
approximately 35' to 138' 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 9 mooring pilings
d. Description of buoy (color, inscription, size, anchor, etc.)
No buoys- tie pilings within slips #1 through #6.
RECEIVED
DCM WILMINGTON, NC
252•808.2608 :: 1-888-aac®AsY :: wwwr.wccoa$ea iFnarge-Ment-not revised: 18189/06

Fair 1 ®CM 111AP- 1 (Structures, Page 4 of 4)
a. Proximity of structures) to adjacent riparian property lines
17' 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 AIWW
e. (i) Will navigational aids be required as a result of the project?
❑Yes ®No ❑NA
(it) If yes, explain what type and how they will be implemented.
N/A
b. Proximity of structure(s) to adjacent docking facilities.
—158' to Blackwell dock to the north
d. Water depth at waterward end of structure at NLW or NWL
Existing depths range from -1 0' MLW to -11' MLW within
proposed slips.
8. OTHER ❑This section not applicable
a. Give complete description:
February 18, 2016
Date
Grand View Community Boating Facility
Project Name
Bailey and Associates, Inc.
Applicant Name
4 Gfeitf o4ep� A/(
r>,pplicant Signature
RECEIVED
DCM WILMINGTON, NC
252-808.2808 :: 1-68®-AIRCOAST :: wrwuy.ncc0astaIm3na9ew enLnst revised: 12/37/06

CAMA Major Permit Application
Grand View Community Boating Facility, Wilmington, NC
MP4 Supplement
1. Docking Facility/Marina Characteristics
c. Dock(s) and/or Pier(s)
Existing Fixed Access Pier 540'x 6' to remain with 8'x 6'
angled pier extension to be added.
All other existing docks to be removed, except existing T' dock will be reused.
Proposed docks and fingers as listed in tables below.
Structure Length (ft) I Width (ft)
Floating Dock
108
6
Floating Dock
60
6
Fixed Pier
73
6
d. Are Finder Piers Included?
Quantity Length (ft) I Width (ft)
1
25
3.5
3
35
3.5
e. Are Platforms Included?
Quantity Length (ft) Width (ft)
Platform irregular shape
Platform 20 14
floating dock spine
floating "T'
fixed pier (Molts Creek)
floating
floating
456.5 scift (360 scift covered; 96.5 scift open deck)
Motts Creek- 20' x9' gazebo and 20'x 5' open deck
RECEIVED
DCM WILMINGTON, NC